Errata

2010 California Plumbing Code
Building Standards Commission Logo

California Code of Regulations
Title 24, Part 5

California Building
Standards Commission

Based on the 2009 Uniform Plumbing Code®

Public Domain Mark

EFFECTIVE DATE: January 1, 2011

(For Errata and supplements, See History Note Appendix)

Public Domain: U.S. Court of Appeals, Fifth Circuit, 99-40632

i

Copyright© to 2009 UPC© Held by

INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS
5001 East Philadelphia Street
Ontario, California 91761-2816

Copyright© to all California State Provisions
Held By

CALIFORNIA BUILDING STANDARDS COMMISSION
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936

First Printing, July 1, 2010

Printed in The United States

ii

PREFACE

This document is the 5th of 12 Parts of the official triennial compilation and publication of the adoptions, amendments and repeal of administrative regulations to California Code of Regulations, Title 24, also referred to as the California Building Standards Code. Part 5 is known as the California Plumbing Code and incorporates, by adoption, the 2009 edition of the Uniform Plumbing Code of the International Association of Plumbing and Mechanical Officials with the California amendments.

The California Building Standards Code is published in its entirety every three years by order of the California legislature, with supplements published in intervening years. The California legislature delegated authority to various State agencies, boards, commissions and departments to create building regulations to implement the State′s statutes. These building regulations or standards, have the same force of law, and take effect 180 days after their publication unless otherwise stipulated. The California Building Standards Code applies to occupancies in the State of California as annotated.

A city, county, or city and county may establish more restrictive building standards reasonably necessary because of local climatic, geological or topographical conditions. Findings of the local condition(s) and the adopted local building standard(s) must be filed with the California Building Standards Commission to become effective and may not be effective sooner than the effective date of this edition of California Building Standards Code. Local building standards that were adopted and applicable to previous editions of the California Building Standards Code do not apply to this edition without appropriate adoption and the required filing.

To familiarize yourself with the format of this code, it is suggested that users review the following contents:

Should you find publication (e.g., typographical) errors or inconsistencies in this code or wish to offer comments toward improving its format, please address your comments to:

California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
Phone:
(916) 263-0916
FAX: (916) 263-0959
Web Page: www.bsc.ca.gov

iii

ACKNOWLEDGEMENT

The 2010 California Building Standards Code (Code) was developed through the outstanding collaborative efforts of the Department of Housing and Community Development, the Division of State Architect, the Office of the State Fire Marshal, the Office of Statewide Health Planning and Development, the California Energy Commission, and the Building Standards Commission (Commission).

This collaborative effort included the assistance of the Commission’s Code Advisory Committees and many other volunteers that worked tirclessly to assist the Commission in the production of this Code.

Governor Arnold Schwarzenegger

Members of the Building Standards Commission
Acting Secretary Tom Sheehy – Chair

Isam Hasenin –-Vice-Chair

James Barthman
Craig Daley
Susan Dowty
Tony Hoffman
Christina Jamison
Stephen Jensen
Michael Paravagna
Steven Winkel
Richard Sawhill

David Walls – Executive Director

Thomas Morrison
Deputy Executive Director

For questions on California state agency amendments; please refer to the contact list on the following page.

iv

California Code of Regulations, Title 24

California Agency Information Contact List

California Energy Commission
Energy Hotline(800) 772-3300
or (916) 654-5106
Building Efficiency Standards
Appliance Efficiency Standards
Compliance Manual/Forms
 
California State Lands Commission
Marine Oil Terminals(562) 499-6317
California State Library
Resources and Information(916) 654-0261
Government Publication Section(916) 654-0069
Corrections Standards Authority
Local Adult Jail Standards(916) 324-1914
Local Juvenile Facility Standards(916) 324-1914
Department of Consumer Affairs—Acupuncture Board
Office Standards(916) 445-3021
Department of Consumer Affairs—Board of Pharmacy
Pharmacy Standards(916) 574-7900
Department of Consumer Affairs—Bureau of Barbering
and Cosmetology
Barber and Beauty Shop and(916) 574-7570
College Standards(800) 952-5210
Department of Consumer Affairs—Bureau of Home
Furnishings and Thermal Insulation
Insulation Testing Standards(916) 574-2041
Department of Consumer Affairs—Structural Pest
Control Board
Structural Standards(800) 737-8188 (916) 561-8708
Department of Consumer Affairs—Veterinary
Medical Board
Veterinary Hospital Standards(916) 263-2610
Department of Food and Agriculture
Meat & Poultry Packing Plant Standards(916) 654-1447
Dairy Standards(916) 654-1447
Department of Public Health
Organized Camps Standards(916) 449-5661
Public Swimming Pools Standards(916) 449-5693
Asbestos Standards(510) 620-2874
Department of Housing and Community Development
Residential—Hotels, Motels, Apartments Single-Family Dwellings(916) 445-9471
Permanent Structures in Mobilehome and Special Occupancy Parks(916) 445-9471
Factory-Built Housing, Manufactured Housing and Commercial Modular(916) 445-3338
Mobilehomes—Permits & Inspections Northern Region(916) 255-2501
Northern Region(916) 255-2501
Southern Region(951) 782-4420
Employee Housing Standards(916) 445-9471
Department of Water Resources
Gray Water Installations Standards(916) 651-9667
Division of the State Architect—Access Compliance
Access Compliance Standards(916) 445-8100
Division of the State Architect—Structural Safety
Public Schools Standards(916) 445-8100
Essential Services Building Standards(916) 445-8100
Community College Standards(916) 445-8100
Division of the State Architect—State Historical
Building Safety Board
Alternative Building Standards(916) 445-8100
Office of Statewide Health Planning and Development
Hospital Standards(916) 440-8409
Skilled Nursing Facility Standards(916) 440-8409
Clinic Standards(916) 440-8409
Permits(916) 440-8409
Office of the State Fire Marshal
Code Development and Analysis(916) 445-8200
Fire Safety Standards(916) 445-8200
Fireplace Standards(916) 445-8200
Day-Care Centers Standards(916) 445-8200
Exit Standards(916) 445-8200

Revised: February 24, 2010

v

UPC FOREWORD
Not Adopted by The State of California

The advantages of a uniform plumbing code adopted by various local jurisdictions has long been recognized. Disorder in the industry as a result of widely divergent plumbing practices and the use of many different, often conflicting, plumbing codes by local jurisdictions influenced the Western Plumbing Officials Association (now the International Association of Plumbing and Mechanical Officials [IAPMO]) to form a committee of plumbing inspectors, master and journeyman plumbers, and sanitary and mechanical engineers, assisted by public utility companies and the plumbing industry to create a basic plumbing document for general use. The product of this effort, the first edition of the Uniform Plumbing Code® (UPC®) was officially adopted by IAPMO in 1945. The widespread use of this code over the past five decades by jurisdictions throughout the United States and internationally is testament to its merit.

With the publication of the 2003 Edition of the Uniform Plumbing Code®, another significant milestone was reached. For the first time in the history of the United States, a plumbing code was developed through a true consensus process. The 2009 edition represents the most current approaches in the plumbing field and is the second edition developed under the ANSI consensus process. Contributions to the content of the code were made by every segment of the built industry, including such diverse interests as consumers, enforcing authorities, installers/maintainers, insurance, labor, manufacturers, research/standards/testing laboratories, special experts, and users.

The UPC is designed to provide consumers with safe and sanitary plumbing systems while, at the same time, allowing latitude for innovation and new technologies. The public at large is encouraged and invited to participate in IAPMO's open consensus code development process. This code is updated every three years. A code development timeline and other relevant information is available at IAPMO's website at www.iapmo.org.

The Uniform Plumbing Code® is dedicated to all those who, in working to achieve "the ultimate plumbing code," have unselfishly devoted their time, effort, and personal funds to create and maintain this, the finest plumbing code in existence today.

The 2009 Uniform Plumbing Code® is supported by the American Society of Sanitary Engineering (ASSE), the Mechanical Contractors Association of America (MCAA), the Plumbing-Heating-Cooling Contractors National Association (PHCC-NA), the United Association (UA), and the World Plumbing Council (WPC). The presence of these logos, while reflecting support, does not imply any ownership of the copyright to the UPC, which is held exclusively by IAPMO. Further, the logos of these associations indicates the support of IAPMO's open, consensus process being used to develop IAPMO's codes and standards.

The addresses of the organizations are as follows:
ASSE–901 Canterbury Road, Suite A• Westlake, OH 44145-7201 • (440) 835-3040
MCAA– 1385 Piccard Drive • Rockville, MD 20850 • (301) 869-5800
PHCC-NA– PO Box 6808 • Falls Church, VA 22046 • (800) 533-7694
UA – 901 Massachusetts Avenue NW • Washington, DC 20001 • (202) 628-5823
WPC – WPC Secretary • c/o Mechanical Contractors Association of Alberta
•204 2725-12 St. NE Calgary • Alberta T2E 7J2, Canada • +1-40-325-072-37
P.O. Box 2005 • Marmion, Wester Australia 6020 • +61-8-9448-0430

Code changes made to the original amalgamated code are marked in the margins as follows.

An arrow denotes a deletion

A vertical line denotes a change

vi

TABLE OF CONTENTS

CHAPTER 1 ADMINISTRATION – DIVISION I3
1.1.0General3
1.1.1Title3
1.1.2Purpose3
1.1.3Scope3
1.1.4Appendices4
1.1.5Referenced Codes4
1.1.6Non-Building Standards, Orders, and Regulations4
1.1.7Order of Precedence and Use4
1.1.8City, County, or City and County Amendments, Additions or Deletions5
1.1.9Effective Date of this Code5
1.1.10Availability of Codes5
1.1.11Format5
1.1.12Validity5
1.2.0Building Standards Commission5
1.2.2Alternative Materials, Design, and Methods of Construction and Equipment6
1.3.0Corrections Standards Authority6
1.4.0Department of Consumer Affairs6
1.5.0Reserved for California Energy Commission6
1.6.0Department of Food and Agriculture6
1.7.0Department of Public Health6
1.8.0Department of Housing and Community Development (HCD)7
1.8.1Purpose7
1.8.2Authority and Abbreviations7
1.8.3Local Enforcing Agency8
1.8.4Permits, Fees, Applications, and Inspections8
1.8.5Right of Entry for Enforcement9
1.8.6Local Modification by Ordinance or Regulation9
1.8.7Alternate Materials, Designs, Tests, and Methods of Construction10
1.8.8Appeals Board10
1.8.9Unsafe Buildings or Structures11
1.8.10Other Building Regulations11
1.9.0Division of the State Architect12
1.9.1Division of the State Architect–Access Compliance12
1.9.2Division of the State Architect–Structural Safety12
1.10.0Office of Statewide Health Planning and Development12
1.10.1OSHPD 112
1.10.2OSHPD 212
1.10.3OSHPD 313
1.10.4OSHPD 413
1.11.0Office of the State Fire Marshal13
1.11.1SFM-Office of the State Fire Marshal13
1.11.2Duties and Powers of the Enforcing Agency14
1.11.3Construction Documents16
1.11.4Fees16
1.11.5Inspections17
1.11.6Certificate of Occupancy17
1.11.7Temporary Structures and Uses17
1.11.8Service Utilities17
1.11.9Stop Work Order17
1.11.10Unsafe Buildings, Structures, and Equipment17
1.12.0Reserved for the State Librarian17
1.13.0Department of Water Resources (DWR)17
1.14.0Reserved for the State Lands Commission17
DIVISION II–ADMINISTRATION19
101.0Title, Scope, and General19
101.1Title19
101.2Purpose19
101.3Plans Required19
101.4Scope19
101.5Application to Existing Plumbing System19
102.0Organization and Enforcement20
102.1Authority Having Jurisdiction20
102.2Duties and Powers of the Authority Having Jurisdiction20
102.3Violations and Penalties20
103.0Permits and Inspections21
103.1Permits21
103.2Application for Permit21
103.3Permit Issuance21
103.4Fees22
103.5Inspections23
103.6Connection Approval24
103.7Unconstitutional24
103.8Validity24
Table 1-1Plumbing Permit Fees25
CHAPTER 2 DEFINITIONS29
201.0General29
202.0Definition of Terms29
CHAPTER 3 GENERAL REGULATIONS41
301.0Materials - Standards and Alternates41
301.1Minimum Standards41
301.2Alternate Materials and Methods of Construction Equivalency41
301.3Flood Hazard Resistance41
301.4Alternative Engineered Design42
301.5One- and Two-Family Dwellings. [HCD 1 & HCD 2]42
302.0Iron Pipe Size (IPS) Pipe42
303.0Disposal of Liquid Waste42
304.0Connections to Plumbing System Required42
305.0Sewers Required42
306.0Damage to Drainage System or Public Sewer42
307.0Industrial Wastes43
308.0Location43
309.0Improper Location43
310.0Workmanship43
310.4Installation Practices43
311.0Prohibited Fittings and Practices43
311.8Screwed Fittings43
311.12[OSHPD 1, 2 & 4] Services/Systems and Utilities43
312.0Independent Systems43
313.0Protection of Piping, Materials, and Structures44
313.5Protectively Coated Pipe44
313.8Waterproofing of Openings44
313.10Sleeves44
313.12Ratproofing44
314.0Hangers and Supports44
Table 3-1Hanger Rod Sizes45
315.0Trenching, Excavation, and Backfill45
315.3Open Trenches45
316.0Joints and Connections45
316.1Types of Joints45
316.2Special Joints46
316.3Flanged Fixture Connections46
316.4Prohibited Joints and Connections46
317.0Increasers and Reducers46
318.0Food-Handling Establishments46
319.0Test Gauges47
320.0[Not permitted for OSHPD 1, 2, 3 & 4] Medical Gas and Vacuum Systems47
Table 3-2Hangers and Support48
CHAPTER 4 PLUMBING FIXTURES AND FIXTURE FITTINGS51
401.0Materials - General Requirements51
401.1Quality of Fixtures51
401.2Lead51
402.0Water-Conserving Fixtures and Fittings51
402.2Water Closets51
402.3Urinals51
402.4Metered Faucets52
402.5Emergency Safety Showers52
402.6Installation52
403.0Overflows52
404.0Strainers and Connections52
404.1Strainers52
404.2Connections52
405.0Prohibited Fixtures52
405.2Prohibited Urinals52
406.0Special Fixtures and Specialties52
406.1Water and Waste Connections52
406.3Special Use Fixtures53
406.4Zinc Alloy Components53
406.5Drinking Fountains. [HCD 1 & HCD 2]53
407.0Installation53
407.1Cleaning53
407.2Joints53
407.3Securing Fixtures53
407.4Wall-Hung Fixtures53
407.5Setting53
407.6Installations for Persons with Disabilities53
407.7Supply Fittings53
408.0Water Closets53
408.2Water Closet Seats53
408.3Securing Floor-Mounted, Back-Outlet Water Closet Bowls53
408.4Closet Rings (Closet Flanges)53
409.0Urinals54
410.0Flushing Devices for Water Closets and Urinals54
410.1Flushing Devices Required54
410.2Automatic Flushing Tanks54
410.3Flushometer Valves54
410.4Water Supply for Flush Tanks54
410.5Overflows in Flush Tanks54
411.0Floor Drains and Shower Stalls54
411.2Location of Floor Drains54
411.3Food Storage Areas54
411.4Floor Slope54
411.10Location of Valves and Heads56
411.11Water Supply Riser56
412.0Minimum Number of Required Fixtures56
412.1Fixture Count56
412.2Access to Fixtures56
412.3Separate Facilities56
412.4Fixture Requirements for Special Occupancies56
412.5Facilities in Mercantile and Business Occupancies Serving Customers56
412.6Toilet Facilities for Workers56
412.7[CA]Cosmetology56
412.8[CA]Cosmetology Establishments56
412.9[DPH] Commissaries Serving Mobile Food Preparation Units57
412.10[DPH] Employee Lavatories in Food Establishments57
413.0Fixtures and Fixture Fittings for Persons with Disabilities57
413.1Limitation of Hot Water Temperature for Public Lavatories57
414.0Bathtubs and Whirlpool Bathtubs57
414.5Limitation of Hot Water in Bathtubs and Whirlpool Bathtubs57
415.0Installation of Fixture Fittings57
416.0Bidets57
416.1Materials57
416.2Backflow Protection57
416.3Limitation of Water Temperature in Bidets57
417.0Future Fixtures57
418.0Shower and Tub-Shower Combination Control Valves57
Table 4-1Minimum Plumbing Facilities58
Table AOccupant Load Factor62
Table 4-2[OSHPD 1, 2, 3 & 4] Minimum Plumbing Facilities63
CHAPTER 5 WATER HEATERS71
Part I71
501.0General71
502.0Definitions71
502.1Appliance Categorized Vent Diameter/Area71
502.2Chimney71
502.3Chimney, Factory-Built71
502.4Chimney, Masonry71
502.5Chimney, Metal71
502.6Combustible Material71
502.7Direct-Vent Appliances71
502.8Flue Collar71
502.9Gas Vent, Type B71
502.10Gas Vent, Type L71
502.11Indirect-Fired Water Heater71
502.12Vent71
502.13Vent Connector71
502.14Venting System71
502.15Water Heater71
503.0Permits71
Table 5-1First Hour Rating71
504.0Inspection72
504.1Inspection of Chimneys or Vents72
504.2Final Water Heater Inspection72
505.0Water Heater Requirements72
505.1Location72
505.3Clearance72
505.4Pressure-Limiting Devices72
505.5Temperature-Limiting Devices72
505.6Temperature, Pressure, and Vacuum Relief Devices72
506.0Oil-Burning and Other Water Heaters72
506.4Indirect-Fired Water Heaters72
507.0Air for Combustion and Ventilation73
507.1General73
507.2Indoor Combustion Air73
507.3Indoor Opening Size and Location74
507.4Outdoor Combustion Air74
507.5Combination Indoor and Outdoor Combustion Air74
507.6Engineered Installations74
507.7Mechanical Combustion Air Supply74
507.8Louvers, Grilles, and Screens74
507.9Combustion Air Ducts75
508.0Other Water Heater Installation Requirements75
508.2Protection from Seismic Damage75
508.5Relief Valve Discharge75
508.6Added or Converted Appliances75
508.7Types of Gases76
508.8Safety Shutoff Devices for Unlisted LP-Gas Appliance Used Indoors76
508.9Use of Air or Oxygen Under Pressure76
508.10Protection of Gas Appliances from Fumes or Gases Other than Products of Combustion76
508.11Process Air76
508.12Building Structural Members76
508.13Flammable Vapors76
508.14Installation in Residential Garages76
508.15Installation in Commercial Garages76
508.16Installation in Aircraft Hangars77
508.17Gas Appliance Physical Protection77
508.18Venting of Flue Gases77
508.19Extra Device or Attachment77
508.20Adequate Capacity of Piping77
508.21Avoiding Strain on Gas Piping77
508.22Gas Appliance Pressure Regulators77
508.23Venting of Gas Appliance Pressure Regulators77
508.24Bleed Lines for Diaphragm-Type Valves77
508.25Combination of Appliances77
508.26Installation Instructions77
508.27Protection of Outdoor Appliances78
509.0Appliances on Roofs78
509.1General78
509.2Installation of Appliances on Roofs78
509.3Access to Appliances on Roofs78
509.4Appliances in Attics78
510.0Venting of Appliances79
510.1General79
510.2Specification for Venting79
510.3Design and Construction79
510.4Type of Venting System to Be Used80
510.5Masonry, Metal, and Factory-Built Chimneys80
Table 5-2Type of Venting System to Be Used82
510.6Gas Vents83
510.7Single-Wall Metal Pipe84
Table 5-3Clearance for Connectors85
Table 5-4Reduction of Clearances with Specified Forms of Protection86
510.8Through-the-Wall Vent Termination87
510.9Condensation Drain88
510.10Vent Connectors for Category I Gas Utilization Appliances88
Table 5-5Minimum Thickness for Galvanized Steel Vent Connector for Low-Heat Appliances89
Table 5-6Minimum Thickness for Steel Vent Connectors for Medium-Heat Appliances and Commercial and Industrial Incinerators89
510.11Vent Connectors for Category II, Category III, and Category IV Gas Utilization Appliances90
510.12Draft Hoods and Draft Controls90
510.13Manually Operated Dampers91
510.14Automatically Operated Vent Dampers91
510.15Obstructions91
511.0Sizing of Category I Venting Systems91
511.2Additional Requirements to Multiple Appliance Vent Table 5-14 through Table 5-2293
Table 5-7Vent Connector Maximum Length93
512.0Direct-Vent Appliances95
Table 5-8Type B Double-Wall Gas Vent98
Table 5-9Type B Double-Wall Gas Vent101
Table 5-10Masonry Chimney103
Table 5-11Masonry Chimney105
Table 5-12Single-Wall Metal Pipe or Type B Asbestos Cement Vent107
Table 5-13Exterior Masonry Chimney108
Table 5-14Type B Double-Wall Vent109
Table 5-15Type B Double-Wall Vent113
Table 5-16Masonry Chimney115
Table 5-17Masonry Chimney117
Table 5-18Single-Wall Metal Pipe or Type B Asbestos Cement Vent119
Table 5-19Exterior Masonry Chimney119
Table 5-20Exterior Masonry Chimney120
Table 5-21Exterior Masonry Chimney121
Table 5-22Exterior Masonry Chimney122
Part IISizing of Venting Systems Serving Appliances Equipped with Draft Hoods, Category I Appliances, and Appliances Listed for Use with Type B Vents123
G.1Examples Using Single Appliance Venting Tables123
G.2Examples Using Common Venting Tables127
Table G.2.3Masonry Chimney Liner Dimensions with Circular Equivalents128
J.1Example of Combination Indoor and Outdoor Combustion Air Opening130
Table A.9.3.2.1Standard Method Volume, All Appliances131
CHAPTER 6 WATER SUPPLY AND DISTRIBUTION135
601.0Hot and Cold Water Required135
601.2Identification of a Potable and Non-potable Water System135
Table 6-1Minimum Length of Color Field and Size of Letters135
601.5[CA] Schools of Cosmetology and Cosmetological Establishments135
Table 6-2Backflow Prevention Devices, Assemblies, and Methods136
601.6[AGR] Meat and Poultry Processing Plants137
601.7[AGR] Collection Centers and Facilities137
Table 6-3Minimum Airgaps for Water Distribution137
601.8[AGR] Renderers138
601.9[AGR] Horse Meat and Pet Food Establishments138
602.0Unlawful Connections138
603.0Cross-Connection Control138
603.1Approval of Devices or Assemblies138
603.2Backflow Prevention Devices, Assemblies, and Methods139
603.3General Requirements139
603.4Specific Requirements139
604.0Materials141
Table 6-4Materials for Building Supply and Water Distribution Piping and Fittings142
604.11PEX143
604.12Flexible Corrugated Connectors143
604.13PEX-AL-PEX and PE-AL-PE143
604.14Water Heater Connectors144
605.0Valves144
606.0Joints and Connections144
606.1Types of Joints144
606.2Use of Joints145
607.0Gravity Supply Tanks145
608.0Water Pressure, Pressure Regulators, Pressure Relief Valves, and Vacuum Relief Valves145
608.1Inadequate Water Pressure145
608.2Excessive Water Pressure145
608.7Vacuum Relief Valves145
609.0Installation, Testing, Unions, and Location146
609.1Installation146
609.4Testing146
609.5Unions146
609.6Location146
609.8Low-Pressure Cutoff Required on Booster Pumps for Water Distribution Systems146
609.9Disinfection of Potable Water System146
609.10Water Hammer [Not Adopted by HCD]147
610.0Size of Potable Water Piping147
610.8Size of Meter and Building Supply Pipe Using Table 6-6147
610.9Size of Branches148
610.10Sizing for Flushometer Valves148
610.11Sizing Systems for Flushometer Tanks148
610.12Sizing for Velocity148
610.13Exceptions148
Table 6-5Water Supply Fixture Units (WSFU) and Minimum Fixture Branch Pipe Sizes149
Table 6-6Fixture Unit Table for Determining Water Pipe and Meter Sizes150
Table 6-7Flushometer Fixture Units for Water Sizing Using Table 6-5151
Table 6-8Sizing of Residential Water Softeners151
611.0Drinking Water Treatment Units151
611.1Compliance with Standard151
611.2Airgap Discharge151
611.3Connection Tubing151
611.4Sizing of Residential Softeners151
612.0[OSHPD 1, 2, 3 & 4] Domestic Hot-Water Distribution Systems for Health Facilities and Clinics151
Table 6-9[OSHPD 1, 2, 3 & 4] Hot Water Use151
613.0Dialysis Water-Distribution Systems152
614.0Identification of Potable and Non-potable Water Lines152
614.1Uses Not Permitted152
614.4[OSHPD 1] Emergency Water Supply152
CHAPTER 7 SANITARY DRAINAGE155
Part I Drainage Systems155
701.0Materials155
701.3Lead155
701.4Ferrules and Bushings155
Table 7-2(a)Caulking Ferrules155
Table 7-2(b)Soldering Bushings155
702.0Fixture Unit Equivalents156
Table 7-1Materials for Drain, Waste Vent Pipe, and Fittings156
Table 7-4Discharge Capacity In Gallons per Minute (Liters per Second) For Intermittent Flow Only156
703.0Size of Drainage Piping156
Table 7-3Drainage Fixture Unit Values (DFU)157
704.0Fixture Connections (Drainage)158
705.0Joints and Connections158
705.1Types of Joints158
Table 7-5Maximum Unit Loading and Maximum Length of Drainage and Vent Piping158
705.2Use of Joints159
705.3Special Joints159
706.0Changes in Direction of Drainage Flow159
707.0Cleanouts159
Table 7-6Cleanouts160
708.0Grade of Horizontal Drainage Piping160
709.0Gravity Drainage Required160
710.0Drainage of Fixtures Located Below the Next Upstream Manhole or Below the Main Sewer Level160
710.12Grinder Pump Ejector161
710.13Macerating Toilet Systems161
711.0Suds Relief162
712.0Testing162
712.1Media162
712.2Water Test162
712.3Air Test162
Part II Building Sewers162
713.0Sewer Required162
714.0Damage to Public Sewer or Private Sewage Disposal System162
715.0Building Sewer Materials163
716.0Markings163
717.0Size of Building Sewers163
717.1[AGR] Meat and Poultry Processing Plants163
718.0Grade, Support, and Protection of Building Sewers163
719.0Cleanouts163
720.0Sewer and Water Pipes164
721.0Location164
Table 7-7Minimum Horizontal Distance Required From Building Sewer164
Table 7-8Maximum/Minimum Fixture Unit Loading on Building Sewer Piping164
722.0Abandoned Sewers and Sewage Disposal Facilities164
723.0Building Sewer Test165
724.0[AGR] Meat and Poultry Processing Plant Drainage165
725.0[AGR] Collection Center and Facilities Drainage165
726.0[AGR] Drainage and Plumbing, General165
727.0[OSHPD 1] Emergency Sanitary Drainage165
CHAPTER 8 INDIRECT WASTES169
801.0Indirect Wastes169
801.1Airgap or Airbreak Required169
801.2Food and Beverage Handling Establishments169
801.3Bar and Fountain Sink Traps169
801.4Connections from Water Distribution System169
801.5Sterilizers169
801.6Drip or Drainage Outlets169
802.0Approvals169
803.0Indirect Waste Piping169
804.0Indirect Waste Receptors169
805.0Pressure Drainage Connections170
806.0Sterile Equipment170
807.0Appliances170
808.0Cooling Water170
809.0Drinking Fountains170
810.0Steam and Hot Water Drainage Condensers and Sumps170
Table 8-1Pipe Connections in Blowoff Condensers and Sumps171
810.4Strainers171
811.0Chemical Wastes171
812.0Clear Water Wastes171
813.0Swimming Pools171
814.0Condensate Wastes and Control171
814.1Condensate Disposal171
Table 8-2Minimum Condensate Pipe Size171
814.2Size172
814.3Point of Discharge172
CHAPTER 9 VENTS175
901.0General175
901.1Vents Required175
901.2Trap Seal Protection175
902.0Vents Not Required175
903.0Materials175
903.2Use of Copper Tubing175
904.0Size of Vents175
905.0Vent Pipe Grades and Connections176
906.0Vent Termination176
906.6Lead176
906.7Frost or Snow Closure176
907.0Vent Stacks and Relief Vents176
908.0Wet Venting176
908.1Vertical Wet Venting176
908.2Horizontal Wet Venting for Bathroom Groups177
909.0Special Venting for Island Fixtures177
910.0Combination Waste and Vent Systems177
911.0Engineered Vent System177
911.1General177
911.2Minimum Requirements177
CHAPTER 10 TRAPS AND INTERCEPTORS181
1001.0Traps Required181
1002.0Traps Protected by Vent Pipes181
Table 10-1Horizontal Lengths of Trap Arms181
1003.0Traps - Described181
1004.0Traps - Prohibited182
1005.0Trap Seals182
1006.0Floor Drain Traps182
1007.0Trap Seal Protection182
1008.0Building Traps182
1009.0Industrial Interceptors (Clarifiers) and Separators182
1009.1When Required182
1009.2Approval182
1009.3Design182
1009.4Relief Vent182
1009.5Location182
1009.6Maintenance of Interceptors182
1009.7Discharge182
1010.0Slaughterhouses, Packing Establishments, etc182
1010.1[AGR] Meat and Poultry Processing Plants182
1010.2[AGR] Collection Centers and Facilities183
1010.3[AGR] Horse Meat and Pet Food Establishments183
1010.4[AGR] Draining and Plumbing183
1011.0Minimum Requirements for Auto Wash Racks183
1012.0Commercial and Industrial Laundries183
1013.0Bottling Establishments183
1014.0Grease Interceptors183
1014.2Hydromechanical Grease Interceptors184
1014.3Gravity Grease Interceptors184
Table 10-2Hydro-mechanical Interceptor Sizing Using Gravity Flow Rates184
1015.0FOG (Fats, Oils, and Greases) Disposal System185
1015.1Purpose185
1015.2Scope185
1015.3Components, Materials, and Equipment185
1015.4Sizing Application and Installation185
Table 10-3Gravity Grease Interceptor Sizing185
1015.5Performance185
1016.0Sand Interceptors186
1016.1Where Required186
1016.2Construction and Size186
1016.3Separate Use186
1017.0Oil and Flammable Liquid Interceptors186
1017.1Interceptors Required186
1017.2Design of Interceptors186
CHAPTER 11 STORM DRAINAGE189
1101.0General189
1101.1Where Required189
1101.2Storm Water Drainage to Sanitary Sewer Prohibited189
1101.3Material Uses189
1101.4Expansion Joints Required189
1101.5Subsoil Drains189
1101.6Building Subdrains189
1101.7Areaway Drains190
1101.8Window Areaway Drains190
1101.9Filling Stations and Motor Vehicle Washing Establishments190
1101.10Paved Areas190
1101.11Roof Drainage190
1101.12Cleanouts190
1102.0Materials190
1102.1Conductors190
1102.2Leaders191
1102.3Underground Building Storm Drains191
1102.4Building Storm Sewers191
1102.5Subsoil Drains191
1103.0Traps on Storm Drains and Leaders191
1103.1Where Required191
1103.2Where Not Required191
1103.3Trap Size191
1103.4Method of Installation of Combined Sewer191
1104.0Leaders, Conductors, and Connections191
1104.1Improper Use191
1104.2Protection of Leaders191
1104.3Combining Storm with Sanitary Drainage191
1105.0Roof Drains191
1105.1Material191
1105.2Dome or Strainer for General Use191
1105.3Strainers for Flat Decks191
1105.4Roof Drain Flashings191
1106.0Size of Leaders, Conductors, and Storm Drains191
1106.1Vertical Conductors and Leaders191
1106.2Size of Horizontal Storm Drains and Sewers191
1106.3Size of Roof Gutters191
1106.4Side Walls Draining onto a Roof191
1107.0Values for Continuous Flow192
1108.0Controlled-Flow Roof Drainage192
1108.1Application192
Table 11-4Controlled-Flow Maximum Roof Water Depth192
Table 11-5Distance of Scupper Bottoms Above Roof192
1108.2Setback Roofs192
1109.0Testing192
1109.1Testing Required192
1109.2Methods of Testing Storm Drainage Systems193
Table 11-1Sizing Roof Drains, Leaders, and Vertical Rainwater Piping193
Table 11-2Sizing of Horizontal Rainwater Piping194
Table 11-3Size of Gutters196
CHAPTER 12 FUEL PIPING201
1201.0Scope of Gas Piping201
1202.0General201
1203.0Definitions201
1203.1Appliance Fuel Connector201
1203.2Bonding Jumper201
1203.3Fuel Gas201
1203.4Gas Piping201
1203.5Gas-Piping System201
1203.6Grounding Electrode201
1203.7Liquefied Petroleum Gas (LPG) Facilities201
1203.8Provision for Location of Point of Delivery202
1203.9Quick-Disconnect Device202
1203.10Service Piping202
1203.11Transition Gas Riser202
1204.0Inspection202
1205.0Certificate of Inspection202
1206.0Authority to Render Gas Service202
1207.0Authority to Disconnect202
1208.0Temporary Use of Gas202
1209.0Gas-Piping System Design, Materials, and Components203
1209.1Piping Plan203
1209.2Provision for Location of Point of Delivery203
1209.3Interconnections Between Gas-Piping Systems203
1209.4Sizing of Gas-Piping Systems203
Table 12-1Approximate Gas Input for Typical Appliances203
1209.5Acceptable Piping Materials and Joining Methods204
Table 12-2Specifications for Threading Metallic Pipe205
1209.6Gas Meters206
1209.7Gas Pressure Regulators207
1209.8Back-Pressure Protection208
1209.9Low-Pressure Protection208
1209.10Shutoff Valves208
1209.11Expansion and Flexibility208
1210.0Excess Flow Valve208
1211.0Gas Piping Installation208
1211.1Piping Underground208
1211.2Installation of Piping209
Table 12-3Support of Piping210
1211.3Concealed Piping in Buildings210
1211.4Piping in Vertical Chases210
1211.5Maximum Design Operating Pressure210
1211.6Appliance Over Pressure Protection211
1211.7Gas Pipe Turns211
1211.8Drips and Sediment Traps211
1211.9Outlets211
1211.10Branch Pipe Connection212
1211.11Manual Gas Shutoff Valves212
1211.12Prohibited Devices212
1211.13Systems Containing Gas-Air Mixtures Outside the Flammable Range212
1211.14Systems Containing Flammable Gas-Air Mixtures212
1211.15Electrical Bonding and Grounding212
1211.16Electrical Circuits213
1211.17Electrical Connections213
1211.18Earthquake-Actuated Gas Shutoff Valves213
1212.0Appliance Connections to Building Piping213
1212.1Connecting Gas Appliances213
1212.2Suspended Low-Intensity Infrared Tube Heaters213
1212.3Use of Nonmetallic Gas Hose Connectors213
1212.4Connection of Portable and Mobile Industrial Gas Appliance214
1212.5Appliance Shutoff Valves and Connections214
1212.6Quick-Disconnect Devices214
1212.7Sediment Trap214
1212.8Installation of Piping214
1213.0Liquefied Petroleum Gas Facilities and Piping214
1214.0Pressure Testing and Inspection214
1214.1General214
1214.2Test Preparation215
1214.3Test Pressure215
1214.4Detection of Leaks and Defects215
1214.5Piping Systems Leak Check215
1214.6Purging215
Table 12-5Length of Piping Requiring Purging with Inert Gas for Servicing or Modification216
Table 12-6Length of Piping Requiring Purging with Inert Gas Before Placing in Operation216
1215.0Interconnections Between Gas Piping Systems216
1215.1Interconnections Supplying Separate Users216
1215.2Interconnections for Standby Fuels216
1216.0Required Gas Supply216
1217.0Required Gas Piping Size216
1217.1Pipe Sizing Methods216
1217.2Tables for Sizing Gas-Piping Systems217
1217.3Sizing Equations217
Table 12-4Cr and Y for Natural Gas and Undiluted Propane at Standard Conditions217
Table 12-8Schedule 40 Metallic Pipe220
Table 12-9Schedule 40 Metallic Pipe221
Table 12-10Schedule 40 Metallic Pipe222
Table 12-11Schedule 40 Metallic Pipe223
Table 12-12Semi-Rigid Copper Tubing224
Table 12-13Semi-Rigid Copper Tubing225
Table 12-14Semi-Rigid Copper Tubing226
Table 12-15Semi-Rigid Copper Tubing227
Table 12-16Semi-Rigid Copper Tubing228
Table 12-17Semi-Rigid Copper Tubing229
Table 12-18Semi-Rigid Copper Tubing230
Table 12-19Corrugated Stainless Steel Tubing (CSST)231
Table 12-20Corrugated Stainless Steel Tubing (CSST)231
Table 12-21Corrugated Stainless Steel Tubing (CSST)232
Table 12-22Corrugated Stainless Steel Tubing (CSST)232
Table 12-23Corrugated Stainless Steel Tubing (CSST)233
Table 12-24Polyethylene Plastic Pipe233
Table 12-25Polyethylene Plastic Pipe234
Table 12-26Polyethylene Plastic Pipe235
Table 12-27Polyethylene Plastic Tubing236
Table 12-28Polyethylene Plastic Tubing236
Table 12-29Schedule 40 Metallic Pipe237
Table 12-30Schedule 40 Metallic Pipe238
Table 12-31Schedule 40 Metallic Pipe239
Table 12-32Schedule 40 Metallic Pipe240
Table 12-33Semi-Rigid Copper Tubing241
Table 12-34Semi-Rigid Copper Tubing242
Table 12-35Semi-Rigid Copper Tubing243
Table 12-36Corrugated Stainless Steel Tubing (CSST)244
Table 12-37Corrugated Stainless Steel Tubing (CSST)244
Table 12-38Corrugated Stainless Steel Tubing (CSST)245
Table 12-39Polyethylene Plastic Pipe245
Table 12-40Polyethylene Plastic Pipe246
Table 12-41Polyethylene Plastic Tubing247
CHAPTER 13 HEALTH CARE FACILITIES AND MEDICAL GAS AND VACUUM SYSTEMS251
Part I Special Requirements for Health Care Facilities251
1301.0Application251
1302.0Medical Gas and Vacuum Piping Systems-Installation Requirements251
1303.0Protrusions from Walls251
1304.0Psychiatric Patient Rooms251
1305.0Locations for Ice Storage251
1306.0Sterilizers251
1306.1General251
1306.2Indirect Waste Connections251
1307.0Vapor Vents and Stacks for Sterilizers251
1307.1General251
1308.0Aspirators252
Part II Medical Gas and Vacuum Systems252
1309.0Application252
1310.0Definitions252
1310.1Building Supply252
1310.2Critical Care Area252
1310.3General Care Areas252
1310.4Manifold252
1310.5Medical Air252
1310.6Medical Gas252
1310.7Medical Gas System252
1310.8Medical Vacuum System252
1310.9Nitrogen, NF (Oil-Free, Dry) (Nitrogen for Brazing and Testing)252
1310.10Patient Care Area252
1310.11Purge, Flow252
1310.12Purge, System252
1310.13SCFM253
1310.14Special Hazard Area253
1310.15Station Inlet253
1310.16Station Outlet253
1310.17Use Point253
1310.18User Outlet253
1310.19Vacuum System – Level 1253
1310.20Valve, Isolation253
1310.21Valve, Riser253
1310.22Valve, Service253
1310.23Valve, Source253
1310.24Valve, Zone253
1310.25Waste Anesthetic Gas Disposal253
1311.0General Requirements253
1311.1Oxygen Compatibility253
1312.0Plan Review254
1313.0System Performance254
1313.1Required Operating Pressures254
1313.2Minimum Flow Rates254
1313.3Minimum Station Outlets/Inlets254
1314.0Required Pipe Sizing254
Table 13-1Standard Designation Colors and Operating Pressures for Gas and Vacuum Systems255
Table 13-2Minimum Flow Rates255
Table 13-3Minimum Outlets/Inlets per Station256
Table 13-4System Sizing - Flow Requirements for Station Inlet/Outlet256
1315.0Workmanship256
1316.0Materials256
Table 13-5Outlet Rating for Vacuum Piping Systems257
Table 13-6Size of Gas/Vacuum Piping257
1317.0Cleaning for Medical Gas Piping Systems258
1318.0Installation of Piping259
Table 13-7Maximum Pipe Support Spacing260
1319.0Joints260
1320.0Valves - Requirements, Locations, and Labeling262
1320.1General Requirements262
1320.4Source Valve262
1320.5Main Valve262
1320.6Riser Valve262
1320.7Zone Valve262
1320.8Service Valves263
1321.0Pressure-Regulating Equipment263
1321.3Pressure Gauges263
1322.0Station Outlets/Inlets263
1323.0Labeling and Identification263
1324.0Alarms264
1325.0Medical Air System264
1325.6Medical Air Receivers265
1326.0Medical Vacuum Pump System265
1327.0Testing and Inspection266
1327.3Advance Notice266
1327.4Responsibility266
1327.5Testing266
1327.6Retesting266
1327.7Initial Pressure Test – Piped Gas Systems266
1327.8Cross-Connection Test – Piped Gas Systems266
1327.9Final Testing Standing Pressure Test – Piped Gas Systems267
1327.10Initial Pressure Test – Piped Vacuum Systems267
1327.11Standing Pressure Test – Piped Vacuum Systems267
1327.12Corrections268
1327.13Approval268
1327.14Covering or Use268
1327.15Uncovering268
1328.0System Certification268
CHAPTER 14 REFERENCED STANDARDS271
Table 14-1Standards for Materials, Equipment, Joints, and Connections271
Abbreviations in Table 14-1291
CHAPTER 15 FIRESTOP PROTECTION295
1501.0General Requirements295
1501.1Applicability295
1502.0Plans and Specifications295
1503.0Installation295
1504.0Definitions295
1504.1Penetration Firestop System295
1504.2F Rating295
1504.3T Rating295
1505.0Combustible Piping Installations295
1505.5Insulation and Coverings295
1505.6Sleeves295
1506.0Non-Combustible Piping Installations295
1506.6Sleeves296
1506.7Insulation and Coverings296
1507.0Required Inspection296
1507.1General296
CHAPTER 16 RESERVED297
CHAPTER 16A NON-POTABLE WATER REUSE SYSTEMS301
Part I [HCD 1]301
1601A.0Graywater Systems - General301
1602A.0Definitions301
1603A.0Permit302
1603A.1System Requirements302
Table 1603A.1.4Construction Permit Requirements303
1604A.0Drawings and Specifications303
1604A.1Groundwater Depth303
1605A.0Inspection and Testing303
1606A.0Procedure for Estimating Graywater Discharge303
1607A.0Required Area of Irrigation or Disposal Fields303
1608A.0Determination of Maximum Absorption Capacity304
1609A.0Tank Construction304
1610A.0Graywater Systems304
1610A.1Pipe Materials304
1610A.2Identification304
1610A.3Valves304
1611A.0Irrigation, Disposal Field, and Mulch Basin Construction304
1611A.1Mulch Basin304
1611A.2Irrigation Field304
1611A.3Disposal Field305
1612A.0Special Provisions305
1612A.1Indoor Use of Treated Graywater305
Table 16A-1Location of Graywater System306
Table 16A-2Design Criteria of Six Typical Soils306
Table 16A-3Subsurface Drip Design Criteria of Six Typical Soils306
Part II [DWR]307
1613A.0Recycled Water Systems – General307
1614A.0Definitions307
1615A.0Permit307
1616A.0Drawings and Specifications307
1617A.0Pipe Material/Pipe Identification307
1617A.1Pipe Materials307
1617A.2Color and Information307
1618A.0Installation307
1619A.0Signs307
1620A.0Inspection and Testing308
1621A.0Sizing309
APPENDICES TABLE OF CONTENTS311
Appendix ARecommended Rules for Sizing the Water Supply System315
Appendix BExplanatory Notes on Combination Waste and Vent Systems333
Appendix DSizing Storm Water Drainage Systems337
Appendix GGraywater Systems347
Appendix IInstallation Standards Table of Content359
Appendix KPrivate Sewage Disposal Systems457
Appendix LAlternate Plumbing Systems469
USEFUL TABLES475
INDEX483
HISTORY NOTE APPENDIX504

HOW TO DISTINGUISH MODEL CODE LANGUAGE FROM CALIFORNIA AMENDMENTS

To distinguish between model code language and incorporated California amendments, including exclusive California standards, California amendments will appear in italics. Symbols indicate the status of code changes as follows:

[SFM] This symbol following a section leader identifies which state agency(s) have amended a section of model code. For a complete listing of state agencies, refer to the Application Sections within Chapter 1, Division I.

This symbol in the margin indicates that a change has been made to a California amendment.

This symbol in the margin indicates deletion of California language.

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Image

RELATED PUBLICATIONS AND SERVICES

The Documents Listed are Not by this Reference Adopted by The State of California.

IAPMO provides a variety of other products which are useful for inspectors, building officials, architects, engineers, manufacturers, contractors, plumbers, and apprentices.

IAPMO Headquarters Directory
5001 East Philadelphia Street, Ontario, California 91761-2816
Publication Order Desk Phone: 800-85-IAPMO
Publication Toll Free Fax: 877-85-CODES
E-mail: publications@iapmo.org
Website: www.iapmo.org
Free Code Question Answers & Analysis: 800-201-0335

Uniform Plumbing Code – 2009 Edition:

The Uniform Plumbing Code is the most widely adopted plumbing code in the world. The 2009 edition contains complete "turnkey" requirements for the installation and maintenance of plumbing systems, all in one easy to use book.

Uniform Plumbing Code Illustrated Training Manual:

The UPC Illustrated Training Manual is an excellent reference for anyone involved in the plumbing industry. It contains an extensive definitions section and several hundred comprehensive technical diagrams and illustrations. It serves as a textbook, and it also is useful as a valuable tool for explaining the intent and use of the Code.

Uniform Plumbing Code Study Guide:

This book is the perfect complement to the UPC Illustrated Training Manual. Alone, it constitutes a complete self-study course for learning the UPC. It has hundreds of questions, general practice exams, and plumbing math, pipe sizing exercises and fitting identification. A big help in getting you ready for a certification exam!

Uniform Plumbing Code Answer & Analysis Manual:

This increasing popular manual is the result of ongoing work by IAPMO's Answers & Analysis Committee. It contains hundreds of questions and answers that encompass three editions of the UPC. Many of these questions arise in the daily administration of the code.

Cumulative Analysis of Uniform Plumbing Code Changes:

An excellent reference for learning and understanding plumbing code changes and identifies code changes between editions. It is a useful tool for preparing code change proposals.

Uniform Mechanical Code – 2009 Edition:

The Uniform Mechanical Code contains complete requirements for the installation and maintenance of heating, ventilating, cooking and refrigeration systems.

Uniform Mechanical Code Illustrated Training Manual:

Contains technical diagrams and illustrations that demonstrate the intent and use of the UMC. A great reference for everyone involved in Mechanical HVACR design and installation.

Uniform Mechanical Code Study Guide:

The Study Guide is a complete self-study course for learning the UMC. A big help in getting ready for a certification exam! This book is the perfect complement to the UMC Illustrated Training Manual.

xxi

Uniform Mechanical Code Answer & Analysis Manual:

This increasing popular manual is the result of ongoing work by IAPMO's Answers & Analysis Committee. It contains hundreds of questions and answers that encompass three editions of the UMC. Many of these questions arise in the daily administration of the code.

Cumulative Analysis of Uniform Mechanical Code Changes:

The UMC Cumulative Analysis is a very useful tool in targeting the latest changes between editions of the code. It is an excellent guide for anyone proposing a UMC change.

Uniform Swimming Pool, Spa, and Hot Tub Code – 2009 Edition:

The Uniform Swimming Pool, Spa and Hot Tub Code contains complete and current requirements for the erection, installation, alteration, repair, relocation, replacement, addition to and use or maintenance of these systems.

Uniform Solar Energy Code – 2009 Edition:

The Uniform Solar Energy Code is a unique document that provides a complete set of regulations and guidelines that cover both plumbing and mechanical systems in one "turnkey" package. The code is ideal for use by inspectors, jurisdictions and the installation industry.

Drain Waste and Vent Calculator:

A slide-rule style calculator provides quick and simple access to the fixture unit and sizing tables of Chapter 7 of the UPC.

Water Sizing Calculator:

Sizing water systems becomes a much simpler task with the use of this handy slide-rule style calculator.

Natural Gas Pipe Sizing Calculator:

This Natural Gas Pipe Sizing Calculator is presented in an easy to use and read slide-rule format. Designed for systems with a supply pressure of six to eight inches of water column, all pipe capacities are given in cubic feet per hour.

Trailer Standards:

IAPMO has developed a number of standards for specialty products used in manufactured homes and recreational vehicles. These standards are available individually, or they may be purchased as a set.

Directory of Listed Plumbing Products:

The IAPMO Listing Program was primarily created to benefit the building and plumbing officials that the products installed meet the appropriate standards and code. For a product to continue to be listed, unannounced inspections of the manufacturing facilities verify continued compliance. This directory contains information on several thousand IAPMO-listed plumbing products and is updated annually.

Education and Training Seminars:

IAPMO specializes in conducting training and education, including fulfilling continuing education requirements, on the UPC and UMC as well as all of the most commonly utilized codes in the Construction Trades. Special seminars on industry or code subjects are expeditiously created and delivered upon request. Please call to obtain the seminar schedule or to arrange for a custom special seminar.

Backflow Prevention Institute – IAPMO

The IAPMO Backflow Prevention Institute provides professional education and training for the control of hazards to our water supply and is dedicated to water-system safety worldwide. The Institute provides training in backflow prevention and cross-connection control. This program includes backflow preventers, testers, repairers, cross-connection control surveyors, program administrators and fire-sprinkler backflow preventer testers. Each of these courses provides compliance certification to American Society of Sanitary Engineering (ASSE) Series 5000 Professional Qualification Standards.

xxii

Backflow Prevention Reference Manual:

This unique 300-page manual contains full-color illustrations and sections relating to real-world installations, backflow prevention, testing cross-connection control, repair and inspections. The manual is an excellent textbook and a reference the inspectors in every jurisdiction should have access too. It is also an important resource for system designers, urban planners and utility companies – professionals on both sides of the water meter.

Drinking Water & Backflow Prevention Magazine:

A monthly subscription to Drinking Water & Backflow Prevention Magazine provides current and valuable information regarding this critical public health topic. Subjects range from actual incident reporting, application of the newest technology, and general interest articles including fire systems, irrigation systems, and security as well as installation, inspection and repair tips.

Backflow Prevention Tech-Wheel:

Find quick answers to your backflow preventer questions! The Backflow Tech-Wheel contains a wealth of information in a graphic, quick reference format. One side delivers solutions to device application questions; the other a troubleshooting guides offering solutions to backflow problems.

ANSI Z 124 Standards:

These standards are written to specifically address a variety of plastic plumbing fixtures and components. They are available individually, or may be grouped for quantity discounts.

IAPMO Installation Standards:

IAPMO standards committees have formulated installation standards for a wide variety of commonly used plumbing materials and systems. The IAPMO installation standards are included after the text of the Uniform Plumbing Code, or can be purchased separately.

Material and Property Standards:

IAPMO does not generally develop material and property standards, but when a need exists the Association will take a leadership role by filling the void. They are available, are subject to amendments and are withdrawn when recognized consensus standards are formulated.

OFFICIAL Magazine:

IAPMO's bimonthly publication features informative articles related to plumbing and Mechanical HVACR installations, award winning general interest features, technical columns and industry updates. Subscriptions are available and all IAPMO members receive a free copy of every issue!

Membership in IAPMO:

IAPMO membership is open to all interested persons. Membership categories include Student, Individual, Senior, Organizational and Governmental. Member benefits include discounted prices on IAPMO publications, a subscription to Official magazine, and numerous educational and training opportunities.

HOW TO CONTACT IAPMO

Mailing Address: 5001 East Philadelphia Street, Ontario, California 91761-2816
Main Number: 909-472-4100 • Publication Orders: 800-85-IAPMO •Publication Fax: 877-85-CODES
Website: www.iapmo.org •Office Hours: Monday – Friday, 8am – 5pm Pacific Time

CALIFORNIA MATRIX ADOPTION TABLES

Format of the Matrix Adoption Tables

The matrix adoption tables, which follow, show the user which state agencies have adopted and/or amended given sections of model code for applications within their respective authorities. See Chapter 1, See Section 1.2.0 through 1.14.0, for building application and enforcement responsibilities.

The side headings identify the scope of the state agencies’ adoption as follows:

Adopt the Entire UPC Chapter without state amendments

If there is an "X" under a particular state agency's acronym on this row, this means that particular state agency has adopted the entire model code chapter without any state amendments.

Example:

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 1 - ADMINISTRATION

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE

Adopt the Entire UPC chapter as amended (amendments listed below)

If there is an "X" under a particular state agency's acronym on this row, it means that particular state agency has adopted the entire model code chapter, with state amendments.

Each state-amended section that the agency has added to that particular chapter is listed. There will be an "X" in the column, by that particular section, under the agency′s acronym, as well as an "X" by each section that the agency has adopted.

Example:

Adopts only those section which are listed below:

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 1 - ADMINISTRATION

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE

xxiv

If there is an "X" under a particular state agency′s acronym on this row, it means that particular state agency is adopting only specific model code or state-amended sections within this chapter. There will be an "X" in the column under the agency′s acronym, as well as an "X" by each section that the agency has adopted.

Example:

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 1 - ADMINISTRATION

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE

Legend of Abbreviations of Adopting State Agencies
BSC California Building Standards Commission
SFM Office of the State Fire Marshal
HCD Department of Housing and Community Development
DSA-AC Division of the State Architect - Access Compliance
DSA-SS Division of the State Architect - Structural Safety
DSA-SS/CC Division of the State Architect - Community Colleges
OSHPD Office of Statewide Health Planning and Development
CSA Corrections Standards Authority
DPH Department of Public Health
AGR Department of Food and Agriculture
DWR Department of Water Resources
CA Department of Consumer Affairs

xxv

xxvi

CALIFORNIA PLUMBING CODE—MATRIX ADOPTION TABLE
CHAPTER 1–ADMINISTRATION
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter                 
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed belowXXXXXXXXXXXXXXXXX
Chapter/Section
Division 1— California Administration                 
1.1.0-1.1.7XXXXX XXXXXXXXXXX
1.1.8XXXXX   XXXXXXXXX
1.1.9-1.1.11XXXXX XXXXXXXXXXX
1.1.12XXXXX   XXXXXXXXX
1.2.0X                
1.3.0            X    
1.4.0                X
1.6.0              X  
1.7.0             X   
1.8.0  XXX            
1.9.0     X           
1.9.1     X           
1.9.2.1      X          
1.9.2.2       X         
1.10.1        X        
1.10.2         X       
1.10.3          X      
1.10.4           X     
1.11.0 X               
1.13.0               X 
Division II - Administration                  
101.0 - 103.1.1        XXXX     
103.1.2 and subsections  XX    XXXX     
103.1.1 - 103.8        XXXX     

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2

CHAPTER 1
ADMINISTRATION

DIVISION 1
CALIFORNIA ADMINISTRATION

1.1.0 General.

1.1.1 Title. These regulations shall be known as the California Plumbing Code, may be cited as such and will be referred to herein as “this code.” The California Plumbing Code is Part 5 of twelve parts of the official compilation and publication of the adoption, amendment, and repeal of plumbing regulations to the California Code of Regulations, Title 24, also referred to as the California Building Standards Code. This part incorporates by adoption the 2009 Uniform Plumbing Code of the International Association of Plumbing and Mechanical Officials with necessary California amendments.

1.1.2 Purpose. The purpose of this code is to establish the minimum requirements to safeguard the public health, safety and general welfare through structural strength, means of egress facilities, stability, access to persons with disabilities, sanitation, adequate lighting and ventilation, and energy conservation; safety to life and property from fire and other hazards attributed to the built environment; and to provide safety to fire fighters and emergency responders during emergency operations.

1.1.3 Scope. The provisions of this code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal, and demolition of every building or structure or any appurtenances connected or attached to such buildings or structures throughout the State of California.

1.1.3.1 Non-State-Regulated Buildings, Structures, and Applications. Except as modified by local ordinance pursuant to Section 1.1.8, the following standards in the California Code of Regulations, Title 24, Parts 2, 2.5, 3, 4, 5, 6, 9, 10 and 11 shall apply to all occupancies and applications not regulated by a state agency.

1.1.3.2 State-Regulated Buildings, Structures, and Applications. The model code, state amendments to the model code, and/or state amendments where there are no relevant model code provisions shall apply to the following buildings, structures, and applications regulated by state agencies as referenced in the Matrix Adoption Tables and as specified in Section 1.2.0 through 1.14.0, except where modified by local ordinance pursuant to Section 1.1.8. When adopted by a state agency, the provisions of this code shall be enforced by the appropriate enforcing agency, but only to the extent of authority granted to such agency by the state Legislature.

Note: See Preface to distinguish the model code provisions from the California provisions.

  1. State-owned buildings, including buildings constructed by the Trustees of the California State University, and to the extent permitted by California laws, buildings designed and constructed by the Regents of the University of California, and regulated by the Building Standards Commission. See Section 1.2.0 for additional scope provisions.
  2. Local detention facilities regulated by the Corrections Standards Authority. See Section 1.3.0 for additional scope provisions.
  3. Barbering, cosmetology or electrolysis establishments, acupuncture offices, pharmacies, veterinary facilities, and structural pest control locations regulated by the Department of Consumer Affairs. See Section 1.4.0 for additional scope provisions.
  4. Reserved for the California Energy Commission. See Section 1.5.0 for additional scope provisions.
  5. Dairies and places of meat inspection regulated by the Department of Food and Agriculture. See Section 1.6.0 for additional scope provisions.
  6. Organized camps, laboratory animal quarters, public swimming pools, radiation protection, commissaries serving mobile food preparation vehicles, and wild animal quarantine facilities regulated by the Department of Public Health. See Section 1.7.0 for additional scope provisions.
  7. Hotel, motels, lodging houses, apartment houses, dwellings, dormitories, condominiums, shelters for homeless persons, congregate residences, employee housing, factory-built housing, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities. See Section 1.8.2.1.1 for additional scope provisions.
  8. Accommodations for persons with disabilities in buildings containing newly constructed covered multifamily dwellings, new common use spaces serving existing covered multifamily dwellings, additions to existing buildings where the addition alone meets the definition of “COVERED MULTIFAMILY DWELLINGS,” and common-use spaces serving covered multifamily dwellings which are regulated by the Department of Housing and Community Development. See Section 1.8.2.1.2 for additional scope provisions.
  9. Permanent buildings and permanent accessory buildings or structures constructed within mobilehome parks and special occupancy parks regulated by the Department of Housing and Community Development. See Section 1.8.2.1.3 for additional scope provisions. 3
  10. Accommodations for persons with disabilities regulated by the Division of the State Architect. See Section 1.9.1 for additional scope provisions.
  11. Public elementary and secondary schools, community college buildings, and state-owned or state-leased essential service buildings regulated by the Division of the State Architect. See Section 1.9.2 for additional scope provisions.
  12. Reserved for the State Historical Building Safety Board with the Division of the State Architect. See Section 1.9.3 for additional scope provisions.
  13. General acute care hospitals, acute psychiatric hospitals, skilled nursing and/or intermediate care facilities, clinics licensed by the Department of Public Health, and correctional treatment centers regulated by the Office of Statewide Health Planning and Development. See Section 1.10.0 for additional scope provisions.
  14. Applications regulated by the Office of State Fire Marshal include but are not limited to following in accordance with Section 1.11.0:
    1. Buildings or structures used or intended for use as an:
      1. Asylum, jail, prison.
      2. Mental hospital, hospital, home for the elderly, children's nursery, children's home or institution, school or any similar occupancy of any capacity.
      3. Theater, dancehall, skating rink, auditorium, assembly hall, meeting hall, nightclub, fair building, or similar place of assemblage where 50 or more persons may gather together in a building, room or structure for the purpose of amusement, entertainment, instruction, deliberation, worship, drinking or dining, awaiting transportation, or education.
      4. Small family day care homes, large family day-care homes, residential facilities and residential facilities for the elderly, residential care facilities.
      5. State institutions or other state-owned or state-occupied buildings.
      6. High rise structures.
      7. Motion picture production studios.
      8. Organized camps.
      9. Residential structures.
    2. Tents, awnings or other fabric enclosures used in connection with any occupancy.
    3. Fire alarm devices, equipment and systems in connection with any occupancy.
    4. Hazardous materials, flammable and combustible liquids.
    5. Public school automatic fire detection, alarm and sprinkler systems.
    6. Wildland-urban interface fire areas.
  15. Public libraries constructed and renovated using funds from the California Library Construction and Renovation Bond Act of 1988 and regulated by the State Librarian. See Section 1.12.0 for additional scope provisions.
  16. Graywater systems regulated by the Department of Water Resources. See Section 1.13.0 for additional scope provisions.
  17. For applications listed in Section 1.9.1 regulated by the Division of the State Architect – Access Compliance, outdoor environments and uses shall be classified according to accessibility uses described in Chapter 11A, 11B, and 11C.
  18. Marine Oil Terminals regulated by the California State Lands Commission. See Section 1.14.0 for additional scope provisions.

1.1.4 Appendices. Provisions contained in the appendices of this code shall not apply unless specifically adopted by a state agency or adopted by a local enforcing agency in compliance with Health and Safety Code Section 18901 et seq. for Building Standards Law, and Health and Safety Code Section 17950 for State Housing Law and Health and Safety Code Section 13869.7 for Fire Protection Districts. See Section 1.1.8 of this code.

1.1.5 Referenced Codes. The codes, standards and publications adopted and set forth in this code, including other codes, standards and publications referred to therein are, by title and date of publication, hereby adopted as standard reference documents of this code. When this code does not specifically cover any subject related to building design and construction, recognized architectural or engineering practices shall be employed. The National Fire Codes, standards, and the Fire Protection Handbook of the National Fire Protection Association are permitted to be used as authoritative guides in determining recognized fire prevention engineering practices.

1.1.6 Non-Building Standards, Orders, and Regulations. Requirements contained in the Uniform Plumbing Code, or in any other referenced standard, code or document, which are not building standards as defined in Health and Safety Code Section 18909 shall not be construed as part of the provisions of this code. For nonbuilding standards, orders, and regulations, see other titles of the California Code of Regulations.

1.1.7 Order of Precedence and Use.

1.1.7.1 Differences. In the event of any differences between these building standards and the standard reference documents, the text of these building standards shall govern.

1.1.7.2 Specific Provisions. Where a specific provision varies from a general provision, the specific provision shall apply.

1.1.7.3 Conflicts. When the requirements of this code conflict with the requirements of any other part of the California Building Standards Code, Title 24, the most restrictive requirements shall prevail.

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1.1.8 City, County, or City and County Amendments, Additions or Deletions. The provisions of this code do not limit the authority of city, county, or city and county governments to establish more restrictive and reasonably necessary differences to the provisions contained in this code pursuant to complying with Section 1.1.8.1. The effective date of amendments, additions, or deletions to this code by city, county, or city and county field pursuant to Section 1.1.8.1 shall be the date filed. However, in no case shall the amendments, additions or deletions to this code be effective any sooner than the effective date of this code.

Local modifications shall comply with Health and Safety Code Section 18941.5 for Building Standards Law, Health and Safety Code Section 17958 for State Housing Law or Health and Safety Code Section 13869.7 for Fire Protection Districts.

1.1.8.1. Findings and Filings.

  1. The city, county, or city and county shall make express findings for each amendment, addition or deletion based upon climatic, topographical, or geological conditions.

    Exception: Hazardous building ordinances and programs mitigating unreinforced masonry buildings.

  2. The city, county, or city and county shall file the amendments, additions or deletions expressly marked and identified as to the applicable findings. Cities, counties, cities and counties, and fire departments shall file the amendments, additions or deletions, and the findings with the California Building Standards Commission at 2525 Natomas Park Drive, Suite 130, Sacramento, CA 95833.
  3. Findings prepared by fire protection districts shall be ratified by the local city, county, or city and county and filed with the California Department of Housing and Community Development, Division of Codes and Standards, P.O. Box 1407, Sacramento, CA 95812-1407 or 1800 3rd Street, Room 260, Sacramento, CA 95811.

1.1.9 Effective Date of this Code. Only those standards approved by the California Building Standards Commission that are effective at the time an application for building permit is submitted shall apply to the plans and specifications for, and to the construction performed under, that permit. For the effective dates of the provisions contained in this code, see the History Note page of this code.

1.1.10 Availability of Codes. At least one complete copy each of Titles 8, 19, 20, 24, and 25 with all revisions shall be maintained in the office of the building official responsible for the administration and enforcement of this code. Each state department concerned and each city, county, or city and county shall have an up-to-date copy of the code available for public inspection. See Health and Safety Code Section 18942 (d)(1) and (2).

1.1.11 Format. This part fundamentally adopts the Uniform Plumbing Code by reference on a chapter-by-chapter basis. Such adoption is reflected in the Matrix Adoption Table of each chapter of this part. When the Matrix Adoption Tables make no reference to a specific chapter of the Uniform Plumbing Code, such chapter of the Uniform Plumbing Code is not adopted as a portion of this code.

1.1.12 Validity. If any chapter, section, subsection, sentence, clause or phrase of this code is for any reason held to be unconstitutional, contrary to statute, exceeding the authority of the state as stipulated by statutes or otherwise inoperative, such decision shall not affect the validity of the remaining portion of this code.

1.2.0 Building Standards Commission.

1.2.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

  1. State Buildings for All Occupancies.
    Application – State buildings (all occupancies), including buildings constructed by the Trustees of the California State University and the Regents of the University of California where no state agency has the authority to adopt building standards applicable to such buildings.
    Enforcing Agency – State or local agency specified by the applicable provisions of law.
    Authority Cited – Health and Safety Code Section 18934.5.
    Reference– Health and Safety Code, Division 13, Part 2.5, commencing with Section 18901.
  2. University of California, California State Universities, and California Community Colleges.
    Application– Standards for lighting for parking lots and primary campus walkways at the University of California, California State Universities, and California Community Colleges.
    Enforcing Agency– State or local agency specified by the applicable provisions of law.
    Authority Cited– Government Code Section 14617.
    Reference– Government Code Section 14617.
  3. Existing State-Owned Buildings, including those owned by the University of California and by the California State University– Building seismic retrofit standards including abating falling hazards of structural and nonstructural components and strengthening of building structures. See also Division of the State Architect.
    Enforcing Agency– State or local agency specified by the applicable provisions of law.
    Authority Cited– Government Code Section 16600.
    References– Government Code Sections 16600 through 16604.
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  4. Unreinforced Masonry Bearing Wall Buildings.
    Application – Minimum seismic strengthening standards for buildings specified in Appendix Chapter 1 of the California Code for Building Conservation, except for buildings subject to building standards adopted pursuant to Part 1.5 (commencing with Section 17910).
    Enforcing Agency – State or local agency specified by the applicable provisions of law.
    Authority Cited – Health and Safety Code Section 18934.6.
    References – Health and Safety Code Sections 18901 through 18949.

1.2.2 Alternative Materials, Design, and Methods of Construction and Equipment.

The provisions of this code are not intended to prevent the installation of any material or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability, and safety.

1.2.2.1 Research Reports. Supporting data, where necessary to assist in the approval of materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources.

1.2.2.2 Tests. Whenever there is insufficient evidence of compliance with the provisions of this code, or evidence that a material or method does not conform to the requirements of this code, or in order to substantiate claims for alternative materials or methods, the building official shall have the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods shall be as specified in this code or by other recognzied test standards. In the absence of recognized and accepted test methods, the buildings official shall approve the testing procedures. Tests shall be performed by an approved agency. Reports of such tests shall be retained by the building official for the period required for retention of public records.

1.3.0 Corrections Standards Authority.

1.3.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

Application – Local detention facilities.

Enforcing Agency – Corrections Standards Authority.

Authority Cited – Penal Code Section 6030; Welfare and Institutions Code Sections 210 and 885.

References – Penal Code Section 6030; Welfare and Institutions Code Sections 210 and 885.

1.4.0 Department of Consumer Affairs.

1.4.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

Board of Barbering and Cosmetology.

Application – Any establishment or mobile unit where barbering, cosmetology, or electrolysis is being performed.

Enforcing Agency – State or local agency specified by applicable provisions of law.

Authority Cited – Business and Professions Code Section 7312.

References – Business and Professions Code Sections 7303, 7303.1, 7312, and 7313.

1.5.0 Reserved for California Energy Commission.

1.6.0 Department of Food and Agriculture.

1.6.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

Application – Dairies and places of meat and poultry inspection.

Enforcing Agency – Department of Food and Agriculture.

Authority Cited – Food and Agricultural Code Sections 18735, 18960, 19384, 33481, and 33731.

References – Food and Agricultural Code Sections 18735, 18960, 19384, 33481, and 33731.

1.7.0 Department of Public Health.

1.7.1 Specific scope of application of the agency responsible for enforcement, the enforcement agency, and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

Department of Public Health.

Application – Commissaries serving mobile food preparation units, food establishments, and organized camps.

Enforcing Agency – Department of Health Services and local health agency.

Authority Cited – Health and Safety Code Sections 18897.2, 110065, 113710, and 131200.

References – Health and Safety Code Sections 18897.2, 18897.4, 18897.7, 110065, 113705, 113710, and 131200.

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1.8.0 Department of Housing and Community Development. [HCD]

1.8.1 Purpose. The purpose of this code is to establish minimum requirements to protect the health, safety, and general welfare of the occupants and the public by governing the erection, construction, reconstruction, enlargement, conversion, alteration, repair, moving, removal, demolition, sanitation, ventilation, and maintenance or use of plumbing equipment or systems.

1.8.2 Authority and Abbreviations.

1.8.2.1 General. The Department of Housing and Community Development is authorized by law to promulgate and adopt building standards and regulations for several types of building applications. These applications are grouped and identified by abbreviation in the Matrix Adoption Tables to show which model code sections and amendments are applicable to each application. The applications under the authority of the Department of Housing and Community Development are listed in Sections 1.8.2.1.1 through 1.8.2.1.3.

1.8.2.1.1 Housing Construction.

Application – Hotels, motels, lodging houses, apartment houses, dwellings, dormitories, condominiums, shelters for homeless persons, congregate residences, employee housing, factory-built housing, and other types of dwellings containing sleeping accommodations with or without common toilet or cooking facilities including accessory buildings, facilities, and uses thereto. Sections of this code which pertain to applications listed in this section are identified in the Matrix Adoption Table using the abbreviation ”HCD 1“.

Enforcing Agency – Local building department or the Department of Housing and Community Development.

Authority Cited – Health and Safety Code Sections 17040, 17050, 17920.9, 17921, 17921.3, 17921.6, 17921.10, 17922, 17922.6, 17922.12, 17927, 17928, 17959.6, 18300, 18552, 18554, 18620, 18630, 18640, 18670, 18690, 18691, 18865, 18871.3, 18871.4, 18873, 18873.1, 18873.2, 18873.3, 18873.4, 18873.5, 18938.3, 18944.11, and 19990: and Government Code Section 12955.1.

References – Health and Safety Code Sections 17000 through 17062.5, 17910 through 17995.5, 18200 through 18700, 18860 through 18874, and 19960 through 19997; and Government Code Sections 12955.1 and 12955.1.1.

1.8.2.1.2 Housing Accessibility.

Application – Covered multifamily dwellings as defined in Chapter 11A of the California Code of Regulations, Title 24, Part 2, also known as the California Building Code (CBC) including but not limited to lodging houses, dormitories, timeshares, condominiums, shelters, for homeless persons, congregate residences, apartment houses, dwellings employee housing, factory-built housing, and other types of dwellings containing sleeping accommodations with or without common toilet or cooking facilities.

Sections of this code identified in the Matrix Adoption Table by the abbreviation “HCD 1-AC” require specific accommodations for “PERSONS WITH DISABILITIES” as defined in Chapter 11A of the CBC. The application of such provisions shall be in conjunction with other requirements of this code and apply only to newly constructed “COVERED MULTIFAMILY DWELLING” as defined in Chapter 11A of the CBC. “HCD 1-AC” applications include, but are not limited to, the following:

  1. All newly-constructed “COVERED MULTIFAMILY DWELLINGS” as defined in Chapter 11A of the CBC.
  2. New “COMMON USE AREAS” as defined in Chapter 11A of the CBC serving existing covered multifamily dwellings.
  3. Additions to existing buildings, where the addition alone meets the definition of “COVERED MULTIFAMILY DWELLINGS” as defined in Chapter 11A of the CBC.
  4. Common use areas serving covered multifamily dwellings.
  5. Where any portion of a building's exterior is preserved, but the interior of the building is removed, including all structural portions of floors and ceilings, the building is considered of floors and ceilings, the building is considered a new building for determining the application of CBC, Chapter 11A.

HCD 1-AC building standards generally do not apply to public use areas or public accommodations such as hotels and motels. Public use areas, public accommodations and housing which is publicly funded as defined in Chapter 2 of the CBC are subject to the Division of the State Architect (DSA-AC) and are referenced in Section 1.9.1.

Enforcing Agency– Local building department or the Department of Housing and Community Development.

Authority Cited – Health and Safety Code Sections 17040, 17050, 17920.9, 17921, 17921.3, 17921.6, 17921.10, 17922, 17922.6, 17922.12, 17927, 17928, 17959.6, 18300, 18552, 18554, 18620, 18630, 18640, 18670, 18690, 18691, 18865, 18871.3, 18871.4, 18873, 18873.1, 18873.2, 18873.3, 18873.4, 18873.5, 18938.3, 18944.11, and 19990; and Government Code Section 12955.1.

References – Health and Safety Code Sections 17000 through 17062.5, 17910 through 17995.5, 18200 through 18700, 18860 through 18874, and 19960 through 19997; and Government Code Sections 12955.1 and 12955.1.1.

1.8.2.1.3 Permanent Buildings in Mobilehome Parks and Special Occupancy Parks.

Application– Permanent buildings, and permanent accessory buildings or structures, constructed within mobilehome parks and special occupancy

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Parks that are under the control and ownership of the park operator. Sections of this code which pertain to applications listed in this section are identified in the Matrix Adoption Table using the abbreviation “HCD 2”

Enforcing Agency– Local building department or other local agency responsible for the enforcement of Health and Safety Code Division 13, Part 2.1, commencing with Section 18200 for mobilehome parks and Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 for special occupancy parks; or the Department of Housing and Community Development.

Authority Cited – Health and Safety Code Sections 17040, 17050, 17920.9, 17921, 17921.3, 17921.6, 17921.10, 17922, 17922.6, 17922.12, 17927, 17928, 17959.6, 18300, 18552, 18554, 18620, 18630, 18640, 18670, 18690, 18691, 18865, 18871.3, 18871.4, 18873, 18873.1, 18873.2, 18873.3, 18873.4, 18873.5, 18938.3, 18944.11 and 19990; and Government Code Section 12955.1.

References – Health and Safety Code Sections 17000 through 17062.5, 17910 through 17995.5, 18200 through 18700, 18860 through 18874, and 19960 through 19997; and Government Code Sections 12955.1 and 12955.1.1.

1.8.3 Local Enforcing Agency.

1.8.3.1 Duties and Powers. The building department of every city, county or city and county shall enforce all the provisions of law, this code, and the other rules and regulations promulgated by the Department of Housing and Community Development pertaining to the installation, erection, construction, reconstruction, movement, enlargement, conversion, alteration, repair, removal, demolition, or arrangement of apartment houses, hotels, motels, lodging houses and dwellings, including accessory buildings, facilities, and uses thereto.

The provisions regulating the erection and construction of dwellings and appurtenant structures shall not apply to existing structures as to which construction is commenced or approved prior to the effective date of these regulations. Requirements relating to use, maintenance and occupancy shall apply to all dwellings and appurtenant structures approved for construction or constructed before or after the effective date of this code.

For additional information regarding the use and occupancy of existing buildings and appurtenant structures, see California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, commencing with Section 1.

1.8.3.2 Laws, Rules, and Regulations. Other than the building standards contained in this code, and notwith-standing other provisions of law, the statutory authority and location of the laws, rules, and regulations to be enforced by local enforcing agencies are listed by statute in Sections 1.8.3.2.1 through 1.8.3.2.5 below:

1.8.3.2.1 State Housing Law. Refer to the State Housing Law, California Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, commencing with Section 1, for the erection, construction, reconstruction, movement, enlargement, conversion, alteration, repair, removal, demolition, or arrangement of apartment houses, hotels, motels, lodging houses and dwellings, including accessory buildings, facilities, and uses thereto.

1.8.3.2.2 Mobilehome Parks Act. Refer to the mobilehome Parks Act, California Health and Safety Code, Division 13, Part 2.1, commencing with Section 18200 and California Code of Regulations, Title 25, Division 1, Chapter 2, commencing with Section 1000 for mobilehome park administrative and enforcement authority, permits, plans, fees, violations, inspections, and penalties both within and outside mobilehome parks.

Exception: Mobilehome parks where the Department of Housing and Community Development is the enforcing agency.

1.8.3.2.3 Special Occupancy Parks Act. Refer to the Special Occupancy Parks Act, California Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000 for special occupancy park administrative and enforcement authority, permits, fees, violations, inspections, and penalties both within and outside of special occupancy parks.

Exception: Special occupancy parks where the Department of Housing and Community Development is the enforcing agency.

1.8.3.2.4 Employee Housing Act. Refer to the Employee Housing Act, California Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600 for employee housing administrative and enforcement authority, permits, fees, violations, inspections, and penalties.

1.8.3.2.5 Factory-Built Housing Law. Refer to the Factory-Built Housing Law, California Health and Safety Code, Division 13, Part 6 commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000 for factory-built housing administrative and enforcement authority, permits, fees, violations, inspections, and penalties.

1.8.4 Permits, Fees, Applications, and Inspections.

1.8.4.1 Permits. A written construction permit shall be obtained from the enforcing agency prior to the erection, construction, reconstruction, installation, relocation, or alteration of any plumbing system.

Exceptions:

  1. Work exempt form permits as specified in Chapter 1, Administration, Division II, Sections 103.1.2.1 and 103.1.2.2 of this code.8
  2. Changes, alterations, or repairs of a minor nature not affecting structural features, egress, sanitation, safety, or accessibility as determined by the enforcing agency.
    Exemptions from permit requirements shall not be deemed to grant authorization for any work to be done in any manner in violation of other provisions of law or this code.

1.8.4.2 Fees. Subject to other provisions of law, the governing body of any city, county, or city and county may prescribe fees to defray the cost of enforcement of rules and regulations promulgated by the Department of Housing and Community Development. The amount of the fees shall not exceed the amount reasonably necessary to administer or process permits, certificates, forms, or other documents, or to defray the costs of enforcement. For additional information, see State Housing Law, Health and Safety Code, Division 13, Part 1.5, Section 17951 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, Article 3, commencing with Section 6.

1.8.4.3 Plan Review and Time Limitations. Subject to other provisions of law, provisions related to plan checking, prohibition of excessive delays, and contracting with or employment of private parties to perform plan checking are set forth in the State Housing Law, Health and Safety Code Section 17960.1, and for employee housing, in Health and Safety Code Section 17021.

1.8.4.3.1 Retention of Plans. The building department of every city, county, or city and county shall maintain an official copy, microfilm, or electronic or other type of photographic copy of the plans of every building, during the life to the building, for which the department issued a building permit.

Exceptions:

  1. Single or multiple dwellings not more than two stories and basement in height.
  2. Garages and other structures appurtenant to buildings listed in Exception 1.
  3. Farm or ranch buildings appurtenant to buildings listed in Exception 1.
  4. Any one-story building where the span between bearing walls does not exceed 25 feet (7620 mm), except a steel frame or concrete building.
    All plans for common interest developments as defined in Section 1351 of the California Civil Code shall be retained. For additional information regarding plan retention and reproduction of plans by an enforcing agency, see Health and Safety Code Sections 19850 through 19852.

1.8.4.4 Inspections. Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the code or other regulations of the Department of Housing and Community Development.

1.8.5 Right of Entry for Enforcement.

1.8.5.1 General. Subject to other provisions of law, officers and agents of the enforcing agency may enter and inspect public and private properties to secure compliance with the rules and regulations promulgated by the Department of Housing and Community Development. For limitations and additional information regarding enforcement, see the following:

  1. For applications subject to State Housing Law as referenced in Section 1.8.3.2.1 of this code, refer to Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910 and California Code of Regulations, Title 25, Division 1, Chapter 1, Sub-chapter 1, commencing with Section 1.
  2. For applications subject to the Mobilehome Parks Act as referenced in Section 1.8.3.2.2 of this code, refer to Health and Safety Code, Division 13, Part 2.1, commencing with Section 18200 and California Code of Regulations, Title 25, Division 1, Chapter 2, commencing with Section 1000.
  3. For applications subject to the Special Occupancy Parks Act as referenced in Section 1.8.3.2.3 of this code, refer to Health and Safety Code Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000.
  4. For applications subject to the Employee Housing Act as referenced in Section 1.8.3.2.4 of this code, refer to Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Sub-chapter 3, commencing with Section 600.
  5. For applications subject to the Factory-Built Housing Law as referenced in Section 1.8.3.2.5 of this code, refer to Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Sub-chapter 1, commencing with Section 3000.

1.8.6 Local Modification by Ordinance or Regulation.

1.8.6.1 General. Subject to other provisions of law, a city, county or city and county may make changes to the provisions adopted by the Department of Housing and Community Development. If any city, county, or city and county does not amend, add, or repeal by local ordinances or regulations the provisions published in this code or other regulations promulgated by the Department of Housing and Community Development, those provisions shall be applicable and shall become effective 180 days after publication by the California Building Standards Commission. Amendments, additions, and deletions to this code adopted by a city, county or city and county pursuant to California Health and Safety Code Sections 17958.5, 17958.7, and 18941.5, together with all applicable portions of this code, shall also become effective 180 days after publications of the California Building Standard Code by the California Building Standards Commission.

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1.8.6.2 Findings, Fillings, and Rejections of Local Modifications. Prior to making any modifications or establishing more restrictive building standards, the governing body shall make express findings and filings, as required by California Health and Safety Code Section 17958.7, showing that such modifications are reasonably necessary due to local climatic, geological, or topographical conditions. No modification shall become effective or operative unless the following requirements are met:

  1. The express findings shall be made available as a public record.
  2. A copy of the modification and express finding, each document marked to cross-reference the other, shall be filed with the California Building Standards Commission for a city, county, or a city and county, and with the Department of Housing and Community Development for fire protection districts.
  3. The California Building Standards Commission has not rejected the modification or change.
    Nothing in this section shall limit the authority of fire protection districts pursuant to California Health and Safety Code Section 13869.7 (a).

1.8.7 Alternate Materials, Designs, Tests, and Methods of Construction.

1.8.7.1 General. The provisions of this code as adopted by the Department of Housing and Community Development are not intended to prevent the use of any alternate material, appliance, installation, device, arrangement, design, or method of construction not specifically prescribed by this code. Consideration and approval of alternates shall comply with Section 1.8.7.2 for local building departments and Section 1.8.7.3 for the Department of Housing and Community Development.

1.8.7.2 Local Building Departments. The building department of any city, county, or city and county may approve alternates for use in the erection, construction, reconstruction, movement, enlargement, conversion, alteration, repair, removal, demolition, or arrangement of an apartment house, hotel, motel, lodging house, or dwelling or an accessory structure, except for the following:

  1. Structures located in mobilehome parks as defined in California Health and Safety Code Section 18214.
  2. Structures located in special occupancy parks as defined in California Health and Safety Code Section 18862.43.
  3. Factory-built housing as defined in California Health and Safety Code Section 19971.

1.8.7.2.1 Approval of Alternates. The consideration and approval of alternates by a local building department shall comply with the following procedures and limitations:

  1. The approval shall be granted on a case-by-case basis.
  2. Evidence shall be submitted to substantiate claims that the proposed alternate, in performance, safety, and protection of life and health, conforms to, or is at least equivalent to, the standards contained in this code and other rules and regulations promulgated by the Department of Housing and Community Development.
  3. The local building department may require tests performed by an approved testing agency at the expense of the owner or owner 's agent as proof of compliance.
  4. If the proposed alternate is related to accessibility in covered multifamily dwellings or facilities serving “COVERED MULTIFAMILY DWELLINGS” as defined in Chapter 11A of the CBC, the proposed alternate must also meet the threshold set for “EQUIVALENT FACILITATION” as defined in Chapter 11A of the CBC.
    For additional information regarding approval of alternates by a local building department pursuant to the State Housing Law, see California Health and Safety Code Section 17951 (e) and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1.

1.8.7.3 Department of Housing and Community Development. The Department of Housing and Community Development may approve alternates for use in the erection, construction, reconstruction, movement, enlargement, conversion, alteration, repair, removal, or demolition of an apartment house, hotel, motel, loading house, dwelling, or an accessory thereto. The consideration and approval of alternates shall comply with the following:

  1. The department may require tests at the expense of the owner or owner's agent to substantiate compliance with the California Building Standards Code.
  2. The approved alternate shall, for its intended purpose, be at least equivalent in performance and safety to the materials, designs, tests, or methods of construction prescribed by this code.

1.8.8 Appeals Board.

1.8.8.1 General. Every city, county, or city and county shall establish a local appeals board and a housing appeals board. The local appeals board and housing appeals board shall each be comprised of at least five voting members who shall serve at the pleasure of the city, county or city and county. Appointees shall not be employees of the jurisdiction and shall be qualified and specifically knowledgeable in the California Building Standards Codes and applicable local ordinances.

1.8.8.2 Definitions. The following terms shall for the purposes of this section have the meaning shown.

Housing Appeals Board. The board or agency of a city, county or city and county which is authorized by the governing body of the city, county, or city and county to hear appeals regarding the requirements of the city, county, or city and county relating to the use, maintenance, and change or occupancy of buildings and structures, including requirements governing alteration, additions, repair, demolition, and moving. In any area in which there is not such board or agency, “housing appeals board” means the local appeals board having jurisdiction over the area.

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Local Appeals Board. The board or agency of a city, county, or city and county which is authorized by the governing body of the city, county, or city and county to hear appeals regarding the building requirements of the city, county, or city and county. In any area in which there is no such board or agency, “local appeals board” means the governing body of the city, county, or city and county having jurisdiction over the area.

1.8.8.3 Appeals. Except as otherwise provided by law, any person, from, or corporation adversely affected by a decision, order, or determination by a city, county, or city and county relating to the application of building standards published in the California Building Standards Code, or any other applicable rule or regulation adopted by the Department of Housing and Community Development, or any lawfully enacted ordinance by a city, county, or city and county, may appeal the issue for resolution to the local appeals board or housing appeals board as appropriate.

The local appeals board shall hear appeals relating to new building construction and the housing appeals board shall hear appeals relating to existing buildings.

1.8.9 Unsafe Buildings or Structures.

1.8.9.1 Authority to Enforce. Subject to other provisions of law, the administration, enforcement, actions, proceedings, abatement, violations, and penalties for unsafe buildings and structures are contained in the following statutes and regulations:

  1. For applications subject to State Housing Law as referenced in Section 1.8.3.2.1 of this code, refer to Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, commencing with Section 1.
  2. For applications subject to the Mobilehome Parks Act as referenced in Section 1.8.3.2.2 of this code, refer to Health and Safety Code, Division 13, Part 2.1, commencing with Section 18200 and California Code of Regulations, Title 25, Division 1, Chapter 2, commencing with Section 1000.
  3. For applications subject to the Special Occupancy Parks Act as referenced in Section 1.8.3.2.3 of this code, refer to Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Division 1, Chapter 2.2, commencing with Section 2000.
  4. For applications subject to the Employee Housing Act as referenced in Section 1.8.3.2.4 of this code, refer to Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600.
  5. For applications subject to the Factory-Built Housing Law as referenced in Section 1.8.3.2.5 of this code, refer to Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000.

1.8.9.2 Actions and Proceedings. Subject to other provisions of law, punishments, penalties, and fines for violations of building standards are contained in the following statutes and regulations:

  1. For applications subject to the State Housing Law as referenced in Section 1.8.3.2.1 of this code, refer to Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 1, commencing with Section 1.
  2. For applications subject to the Mobilehome Parks Act as referenced in Section 1.8.3.2.2 of this code, refer to Health and Safety Code, Division 13, Part 2.1, commencing with Section 18200 and California Code of Regulations, Title 25, Division 1, Chapter 2, commencing with Section 1000.
  3. For applications subject to the Special Occupancy Parks Act as referenced in Section 1.8.3.2.3. of this code, refer to Health and Safety Code, Division 13, Part 2.3, commencing with Section 18860 and California Code of Regulations, Title 25, Divisions 1, Chapter 2.2, commencing with Section 2000.
  4. For applications subject to the Employee Housing Act as referenced in Section 1.8.3.2.4 of this code, refer to Health and Safety Code, Division 13, Part 1, commencing with Section 17000 and California Code of Regulations, Title 25, Division 1, Chapter 1, Subchapter 3, commencing with Section 600.
  5. For applications subject to the Factory-Built Housing Law as referenced in Section 1.8.3.2.5 of this code, refer to Health and Safety Code, Division 13, Part 6, commencing with Section 19960 and California Code of Regulations, Title 25, Division 1, Chapter 3, Subchapter 1, commencing with Section 3000.

1.8.10 Other Building Regulations.

1.8.10.1 Existing Structures. Notwithstanding other provisions of law, the replacement, retention, and extension of original materials and the use of original methods of construction for any existing building or accessory structure, or portions thereof, shall be permitted. For additional information, see California Health and Safety Code Sections 17912 and 17958.8.

1.8.10.2 Moved Structures. Subject to the requirements of California Health and Safety Code Sections 17922.3 and 17958.9, local ordinances or regulations relating to a moved residential or accessory structure shall, after July 1, 1978, permit the retention of existing materials and methods of construction so long as the structure does not become or continue to be a substandard building.

Note:

Authority Cited – Health and Safety Code Sections 17040, 17050, 17920.9, 17921, 17921.3, 17921.6, 17921.10, 17922, 17922.6, 17922.12, 17927, 17928, 17959.6, 18300, 18552, 18554, 18620, 18630, 18640, 18670, 18690, 18691, 18865, 18871.3, 18871.4, 18873, 18873.1, 18873.2, 18873.3, 18873.4, 18873.5, 18938.3, 18944.11, and 19990; and Government Code Section 12955.1.

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References – Health and Safety Code Sections 17000 through 17062.5, 17910 through 17995.5, 18200 through 18700, 18860 through 18874, and 19960 through 19997; and Government Code Sections 12955.1 and 12955.1.1.

1.9.0 Division of the State Architect.

1.9.1 Division of the State Architect–Access Compliance.

Note: For applications listed in Section 1.9.1 of the California Building Code, regulated by the Division of the State Architect – Access Compliance see California Code of Regulations, Title 24, Part 2 (California Building Code), Chapter 1 (Division 1 California Administration) under authority cited by Government Code Section 4450 and in reference cited by Government Code Section 4450 through 4461, 12955.1, and Health and Safety Code Sections 18949.1, 19952 through 19959.

1.9.2 Division of the State Architect — Structural Safety.

1.9.2.1 DSA-SS (Division of the State Architect — Structural Safety).

Application — Public elementary and secondary schools, community college buildings, and state-owned or state-leased essential services buildings.

Enforcing Agency — (Division of the State Architect — Structural Safety) (DSA - SS).

The Division of the State Architect has been delegated the responsibility and authority by the Department of General Services to review and approve the design and observe the construction of public elementary and secondary schools, community colleges, and state-owned or state-leased essential services buildings.

Authority Cited — Education Code Section 17310 and 81142, and Health and Safety Code Section 16022.

References — Education Code Sections 17280 through 17317 and 81130 through 81147, and Health and Safety Code Sections 16000 through 16023.

1.9.2.2. DSA-SS/CC (Division of the State Architect — Structural Safety/Community Colleges).

Application — Community Colleges.

The Division of the State Architect has been delegated the authority by the Department of General Services to promulgate alternate building standards for application to community colleges, which a community college may elect to use in lieu of standards promulgated by DSA-SS in accordance with Section 1.9.2.1. Refer to Title 24, Part 2, Section 1.9.2.2.

Enforcing Agency — Division of the State Architect — Structural Safety/Community Colleges (DSA-SS/CC).

The Division of the State Architect has been delegated the authority by the Department of General Services to review and approve the design and oversee construction of community colleges electing to use the alternative building standards as provided in this section.

Authority Cited — Education Code Section 81053.

References — Education Code Sections 81052, 81053, and 81130 through 81147.

1.10.0 Office of Statewide Health Planning and Development.

1.10.1 OSHPD 1. Specific scope of application of the agency responsible for enforcement, enforcement agency, specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

OSHPD 1

Application – General acute-care hospitals and acute psychiatric hospitals, excluding distinct part units or distinct part freestanding buildings providing skilled nursing or intermediate-care services. For Structural Regulations: Skilled nursing facilities and/or intermediate-care facilities except those skilled nursing facilities and intermediate care facilities of single story, Type V, wood or light steel-frame construction.

Enforcing Agency – Office of Statewide Health planning and Development (OSHPD). The office shall enforce the Division of the State Architect access compliance regulations and the regulations of the Office of the State Fire Marshal for the above stated facility types.

1.10.1.1 Applicable Administrative Standards.

  1. Title 24, Part 1, California Code of Regulations: Chapters 6 and 7.
  2. Title 24, Part 2, California Code of Regulations: Sections 1.1.0 and 1.10.0, Chapter 1, Division I and Sections 101-117, Chapter 1, Division II.

1.10.1.2 Applicable Building Standards. California Building Standards Code, Title 24, Parts 2,3,4,5,9,10, and 11.

Authority Cited – Health and Safety Code Sections 127010, 127015, 1275, and 129850.

References – Health and Safety Code Sections 19958, 127010, 127015, 129680, 1275, and 129675 through 130070.

1.10.2 OSHPD 2. Specific scope of application of the agency responsible for enforcement, enforcement agency, specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

OSHPD 2

Application – Skilled nursing facilities and intermediate-care facilities, including distinct part skilled nursing and intermediate-care services on a general acute-care or acute psychiatric hospital license, provided either in a rate unit or a freestanding building. For Structural Regulations: Single-story, Type V skilled nursing facility and/or intermediate-care facilities utilizing wood or light steel-frame construction.

Enforcing Agency – Office of Statewide Health Planning and Development (OSHPD). The office shall also enforce the Division of the State Architect access compliance regulations and the regulations of the Office of the State Fire Marshal for the above stated facility type.

1.10.2.1 Applicable Administrative Standards:

  1. Title 24, Part 1, California Code of Regulations: Chapter 7.
  2. Title 24, Part 2, California Code of Regulations: Sections 1.1.0 and 1.10.0, Chapter 1, Division I and Sections 101-117, Chapter 1, Division II.

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1.10.2.2 Applicable Building Standards. California Building Standards Code, Title 24, Parts 2,3,4,5,9,10, and 11.

Authority Cited – Health and Safety Code Sections 127010, 127015, 1275, and 129850.

References – Health and Safety Code Sections 127010, 127015, 1275, and 129680.

1.10.3 OSHPD 3. Specific scope of application of the agency responsible for enforcement, enforcement agency, specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

OSHPD 3

Application – Licensed clinics and any freestanding building under a hospital license where outpatient clinical services are provided.

Enforcing Agency – Local building department.

1.10.3.1 Applicable Administrative Standards.

  1. Title 24, Part 1, California Code of Regulations: Chapter 7.
  2. Title 24, Part 2, California Code of Regulations: Sections 1.1.0 and 1.10.0, Chapter 1, Division 1 and Sections 101-117, Chapter 1, Division II.

1.10.3.2 Applicable Building Standards. California Building Standards Code, Title 24, Parts 2,3,4,5,9,10, and 11.

Authority Cited – Health and Safety Code Sections 127010, 127015, and 1226.

References– Health and Safety Code Sections 127010, 127015, 129885, and 1226, Government Code Section 54350, and State Constitution Article 11, Section 7.

1.10.4 OSHPD 4. Specific scope of application of the agency responsible for enforcement, enforcement agency, specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

OSHPD 4

Application – Correctional Treatment Centers.

Enforcing Agency – Office of Statewide Health Planning and Development (OSHPD). The office shall also enforce the Division of the State Architect access compliance regulations and the regulations of the Office of the State Fire Marshal for the above stated facility types.

1.10.4.1 Applicable Administrative Standards.

  1. Title 24, Part 1, California Code of Regulations: Chapter 7.
  2. Title 24, Part 2, California Code of Regulations: Sections 1.1.0 and 1.10.0. Chapter 1, Division I and Section 101-117, Chapter 1, Division II.

1.10.4.2 Applicable Building Standards. California Building Standards Code, Title 24, Parts 2, 3, 4, 5, 9, 10 and 11.

Authority Cited – Health and Safety Code Sections 127010, 127015, and 129790.

References – Health and Safety Code Sections 127010, 127015, 1275, and 129675 through 130070.

1.11.0 Office of the State Fire Marshal.

1.11.1 SFM-Office of the State Fire Marshal. Specific scope of application of the agency responsible for enforcement, the enforcement agency and the specific authority to adopt and enforce such provisions of this code, unless otherwise stated.

Application:

Institutional, Educational, or any Similar Occupancy. Any building or structure used or intended for use as an asylum, jail, mental hospital, hospital, sanitarium, home for the aged, children’s nursery, children’s home, school, or any similar occupancy of any capacity.

Authority Cited – Health and Safety Code Section 13143.

Reference – Health and Safety Code Section 13143.

Assembly or Similar Place of Assemblage. Any theater, dancehall, skating rink, auditorium, assembly hall, meeting hall, nightclub, fair building, or similar place of assemblage where 50 or more persons may gather together in a building, room or structure for the purpose of amusement, entertainment, instruction, deliberation, worship, drinking or dining, awaiting transportation, or education.

Authority Cited – Health and Safety Code Section 13143.

Reference – Health and Safety Code Section 13143.

Small Family Day-Care Homes.

Authority Cited – Health and Safety Code Sections 1597.45, 1597.54, 13143, and 17921.

Reference – Health and Safety Code Section 13143.

Large Family Day-Care Homes.

Authority Cited – Health and Safety Code Section 1597.46, 1597.54, and 17921.

Reference – Health and Safety Code Section 13143.

Residential Facilities and Residential Facilities for the Elderly.

Authority Cited – Health and Safety Code Section 13133.

Reference – Health and Safety Code Section 13143.

Any State Institution or Other State– Owned or State–Occupied Building.

Authority Cited – Health and Safety Code Section 13108.

Reference – Health and Safety Code Section 13143.

High-Rise Structures.

Authority Cited – Health and Safety Code Section 13211.

Reference – Health and Safety Code Section 13143.

Motion Picture Production Studios.

Authority Cited – Health and Safety Code Section 13143.1

Reference – Health and Safety Code Section 13143.

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Organized Camps.

Authority Cited – Health and Safety Code Section 18897.3

Reference – Health and Safety Code Section 13143.

Residential.

All hotels, motels, lodging houses, apartment houses and dwellings, including congregate residences and buildings and structures accessory thereto. Multiple-story structures existing on January 1, 1975, let for human habitation, including and limited to, hotels, motels, apartment houses, less than 75 feet(22 860 mm) above the lowest floor level having building access, wherein rooms used for sleeping are let above the ground floor.

Authority Cited – Health and Safety Code Sections 13143.2 and 17921.

Reference – Health and Safety Code Section 13143.

Residential Care Facilities.

Certified family-care homes, out-of-home placement facilities, halfway houses, drug and/or alcohol rehabilitation facilities, and any building or structure used or intended for use as a home or institution for the housing of any person of any age when such person is referred to or placed within such home or institution for protective social care and supervision services by any governmental agency.

Authority Cited – Health and Safety Code Section 13143.6.

Reference – Health and Safety Code Section 13143.

Tents, Awnings, or Other Fabric Enclosures Used in Connection with Any Occupancy.

Authority Cited– Health and Safety Code Section 13116.

Reference – Health and Safety Code Section 13143.

Fire Alarm Devices, Equipment, and Systems in Connection with Any Occupancy.

Authority Cited – Health and Safety Code Section 13114.

Reference – Health and Safety Code Section 13143.

Hazardous Materials.

Authority Cited – Health and Safety Code Section 13143.9.

Reference – Health and Safety Code Section 13143.

Flammable and Combustible Liquids.

Authority Cited – Health and Safety Code Section 13143.6

Reference – Health and Safety Code Section 13143.

Public School Automatic Fire Detection, Alarm, and Sprinkler Systems.

Authority Cited – Health and Safety Code Section 13143 and California Education Code Article 7.5, Sections 17074.50, 17074.52, and 17074.54.

References – Government Code Section 11152.5, Health and Safety Code Section 13143 and California Education Code Chapter 12.5, Leroy F. Greene School Facilities Act of 1998, Article 1.

Wildland-Urban Interface Fire Area.

Authority Cited – Health and Safety Code Sections 13143, 13108.5(a), and 18949.2(b) and (c); and Government Code Section 51189.

References – Health and Safety Code Sections 13143, Government Code Sections 51176, 51177, 51178, and 51179; and Public Resources Code Sections 4201 through 4204.

1.11.2 Duties and Powers of the Enforcing Agency.

1.11.2.1 Enforcement.

1.11.2.1.1 The responsibility for enforcement of building standards adopted by the State Fire Marshal and published in the California Building Standards Code relating to fire and panic safety and other regulations of the State Fire Marshal shall except as provided in Section 1.11.2.1.2 be as follows:

  1. The city, county, or city and county, with jurisdiction in the area affected by the standard or regulation shall delegate the enforcement of the building standards relating to fire and panic safety and other regulations of the State Fire Marshal as they relate to Group R-3 occupancies, as described in Section 310.1 of Part 2 of the California Building Standards Code, to either of the following:
    1. The chief of the fire authority of the city, county, or city, and county or an authorized representative.
    2. The chief building official of the city, county, or city and county, or an authorized representative.
  2. The chief of any city or county fire department or of any fire protection district, and authorized representatives, shall enforce within the jurisdiction the building standards and other regulations of the State Fire Marshal, except those described in Item 1 or 4.
  3. The State Fire Marshal shall have authority to enforce the building standards and other regulations of the State Fire Marshal in areas outside of corporate cities and districts providing fire protection services.
  4. The State Fire Marshall shall have authority to enforce the building standards and other regulations of the State Fire Marshal in corporate cities and districts providing fire-protection services on request of the chief fire official or the governing body.
  5. Any fee charged pursuant to the enforcement authority of this section shall not exceed the estimated reasonable cost of providing the service for which the fee is charged pursuant to Section 66014 of the Government Code.

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1.11.2.1.2 Pursuant to Health and Safety Code Section 13108, and except as otherwise provided in this section, building standards adopted by the State Fire Marshal published in the California Building Standards Code relating to fire and panic safety shall be enforced by the State Fire Marshal in all state –owned buildings, state –occupied buildings, and state owned buildings, state –occupied buildings, and state institutions throughout the state. Upon the written request of the chief fire official of any city, county, or fire-protection district, the State Fire Marshal may authorize such chief fire official and his or her authorized representatives, in their geographical area of responsibility, to make fire-prevention inspections of state-owned or state-occupied buildings, other than state institutions, for the purpose of enforcing the regulations relating to fire and panic safety adopted by the State Fire Marshal pursuant to this section and building standards relating to fire and panic safety published in the California Building Standards Code. Authorization from the State Fire Marshall shall be limited to those fire departments or fire districts which maintain a fire-prevention bureau staffed by paid personnel.

Pursuant to Health and Safety Code Section 13108, any requirement or order made by any chief fire official who is authorized by the State Fire Marshal to make fire-prevention inspections of state –owned or state-occupied buildings, other than state institutions, may be appealed to the State Fire Marshal. The State Fire Marshal shall, upon receiving an appeal and subject to the provisions of Chapter 5 (commencing with Section 18945) of Part 2.5 of Division 13 of the Health and Safety Code, determine if the requirement or order made is reasonably consistent with the fire and panic safety regulations adopted by the State Fire Marshal and building standards relating to fire and panic safety published in the California Building Code.

Any person may request a code interpretation from the State Fire Marshal relative to the intent of any regulation or provision adopted by the State Fire Marshal. When the request relates to a specific project, occupancy or building, the State Fire Marshal shall review the issue with the appropriate local enforcing agency prior to rendering such code interpretation.

1.11.2.1.3 Pursuant to Health and Safety Code Section 13112, any persons who violates any order, rule or regulation of the State Fire Marshal is guilty of a misdemeanor punishable by a fine of not less than $100.00 or more than $500.00, or by imprisonment for not less than six months, or by both. A person is guilty of a separation offense each day during which he or she commits, continues, or permits a violation of any provision of, or any order, rule or regulation of, the State Fire Marshall as contained in this code.

Any inspection authority who, in the exercise of his or her authority as a deputy State Fire Marshal, causes and legal complaints to be filed or any arrest to be made shall notify the State Fire Marshal immediately following such action.

1.11.2.2 Right of Entry. The fire chief of any city, county, or fire-protection district, or such person’s authorized representative, may enter any state institution or any other state-owned or state-occupied building for the purpose of preparing a fire –suppression preplanning program or for the purpose of investigating any fire in a state-occupied building.

The State Fire Marshal, his or her deputies or salaried assistants, the chief of any city or county fire department or fire-protection district and his or her authorized representatives may enter any building or premises not used for dwelling purposes at any reasonable hour for the purpose of enforcing this chapter. The owner, lessee, manager, or operator of any such building or premises shall permit the State Fire Marshal, his or her deputies or salaried assistants and the chief of any city or county fire department or fire-protection district and his or her authorized representatives to enter and inspect them at the time and for the purpose stated in this section.

1.11.2.3 More Restrictive Fire and Panic Safety Building Standards.

1.11.2.3.1 Any fire-protection district organized pursuant to Health and Safety Code Part 2.7 (commencing with Section 13800) of Division 12 may adopt building standards relating to fire and panic safety that are more stringent than those building standards adopted by the State Fire Marshal and contained in the California Building Standards Code. For these purposes, the district board shall be deemed a legislative body and the district shall be deemed a local agency. Any changes or modifications that are more stringent than the requirements published in the California Building Standards Code relating to fire and panic safety shall be subject to Section 1.1.8.1.

1.11.2.3.2 Any fire protection district that proposes to adopt an ordinance pursuant to this section shall, not less than 30 days prior to noticing a proposed ordinance for public hearing, provide a copy of that ordinance, together with the adopted findings made pursuant to Section 1.11.2.3.1, to the city, county, or city and county where the ordinance will apply. The city, county, or city and county may provide the district with written comments, which shall become part of the fire-protection district’s public hearing record.

1.11.2.3.3 The fire-protection district shall transmit the adopted ordinance to the city, county, or city and county where the ordinance will apply. The legislative body of the city, county, or city and county may ratify, modify or deny an adopted ordinance and transmit its determination to the district within 15 days of the determination. Any modification or denial of an adopted ordinance shall include a written statement

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describing the reasons for any modifications or denial. No ordinance adopted by the district shall be effective until ratification by the city, county, or city and county where the ordinance will apply. Upon ratification of an adopted ordinance, the city, county, or city and county shall file a copy of the findings of the district, and any findings of the city, county, or city and county together with the adopted ordinance expressly marked and identified to which each finding refers, in accordance with Section 1.1.8.1(3).

1.11.2.4 Request for Alternate Means of Protection. Requests for approval to use an alternative material, assembly or materials, equipment, method of construction, method of installation of equipment, or means of protection shall be made in writing to the enforcing agency by the owner or the owner's authorized representative and shall be accompanied by a full statement of the conditions. Sufficient evidence or proof shall be submitted to substantiate any claim that may be made regarding its conformance. The enforcing agency may require tests and the submission of a test report from an approved testing organization as set forth in Title 19, California Code of Regulation, to substantiate the equivalency of the proposed alternative means of protection.

When a request for alternate means of protection involves hazardous materials, the Authority Having Jurisdiction may consider implementation of the findings and recommendations identified in a Risk Management Plan (RMP) developed in accordance with Title 19, Division 2, Chapter 4.5, Article 3.

Approval of a request for use of an alternative material, assembly of materials, equipment, method of construction, method of installation of equipment, or means of protection made pursuant to these provisions shall be limited to the particular case covered by request and shall not be construed as establishing any precedent for any future request.

1.11.2.5 Appeals. When a request for an alternate means of protection has been denied by the enforcing agency, the applicant may file a written appeal to the State Fire Marshal for consideration of the applicant's proposal. In considering such appeal, the State Fire Marshal may seek the advice of the State Board of Fire Services. The State Fire Marshal shall, after considering all of the facts presented, including any recommendations of the State Board of Fire Services, determine if the proposal is for the purposes intended, at least equivalent to that specified in these regulations in quality, strength, effectiveness, fire resistance, durability, and safety, and shall transmit such findings and any recommendations to the applicant and to the enforcing agency.

1.11.3 Construction Documents. In addition to the provisions of this Section, see Title 24, Part 2, California Building Code, Appendix Chapter 1, Section 106 for additional requirements.

1.11.3.1 Public Schools. Plans and specifications for the construction, alteration or addition to any building owned, leased or rented by any public school district shall be submitted to the Division of the State Architect.

1.11.3.2 Movable Walls and Partitions. Plans or diagrams shall be submitted to the enforcing agency for approval before the installation of, or rearrangement of, any movable wall or partition in any occupancy. Approval shall be granted only if there is no increase in the fire hazard.

1.11.3.3 New Construction High-Rise Buildings.

  1. Complete plans or specifications, or both, shall be prepared covering all work required to comply with new construction high-rise buildings. Such plans and specifications shall be submitted to the enforcing agency having jurisdiction.
  2. All plans and specifications shall be prepared under the responsible charge of an architect or a civil or structural engineer authorized by law to develop construction plans and specifications, or by both such architect and engineer. Plans and specifications, or by both such architect and engineer. Plans and specifications shall be prepared by an engineer duly qualified in that branch of engineering necessary to perform such services. Administration of the work of construction shall be under the charge of the responsible architect or engineer except that where plans and specifications involve alterations or repairs, such work of construction may be administered by an engineer duly qualified to perform such services and holding a valid certificate under Chapter 7 (commencing with Section 65700) of Division 3 of the Business and Professions Code for performance of services in that branch of engineering in which said plans, specifications and estimates and work of construction are applicable.
    This section shall not be construed as preventing the design of fire-extinguishing systems by persons holding a C-16 license issued pursuant to Division 3, Chapter 9, Business and Professions Code. In such instances, however, the responsibility charge of this section shall prevail.

1.11.3.4 Existing High-Rise Buildings.

  1. Complete plans or specifications, or both, shall be prepared covering all work required by Section 3412 for existing high-rise buildings. Such plans or specifications shall be submitted to the enforcing agency having jurisdiction.
  2. When new construction is required to conform with the provisions of these regulations, complete plans or specifications, or both, shall be prepared in accordance with the provisions of this subsection. As used in this section “new construction” is not intended to include repairs, replacements or minor alterations which do not disrupt or appreciably add to or affect the structural aspects of the building.

1.11.3.5 Retention of Plans. Refer to Building Standards Law, Health and Safety Code Sections 19850 and 19851, for permanent retention of plans.

1.11.4 Fees

1.11.4.1 Other Fees. Pursuant to Health and Safety Code Section 13146.2, a city, county, or district which inspects a hotel, motel, lodging house, or apartment house may

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charge and collect a fee for the inspection from the owner of the structure in an amount, as determined by the city, county, or district, sufficient to pay its costs of that inspection.

1.11.4.2 Large Family Day Care. Pursuant to Health and Safety Code Section 1597.46, Large Family Day Care Homes, the local government shall process any required permit as economically as possible, and fees charged for review shall not exceed the costs of the review and permit process.

1.11.4.3 High-Rise. Pursuant to Health and Safety Code Section 13217, High-Rise Structure Inspection: Fees and Costs, a local agency which inspects a high-rise structure pursuant to Health and Safety Code Section 13217 may charge and collect a fee for the inspection from the owner of the high-rise structure in an amount, as determined by the local agency, sufficient to pay its costs of that inspection.

1.11.4.4 Fire Clearance Preinspection. Pursuant to Health and Safety Code Section 13235, Fire Clearance Preinspection, Fee; upon receipt of a request from a prospective licensee of a community care facility, as defined in Section 1502, of a residential-care facility for the elderly, as defined in Section 1569.2, or of a child day-care facility, as defined in Section 1596.750, the local fire enforcing agency, as defined in Section 13244, or State Fire Marshal, whichever has primary jurisdiction, shall conduct a preinspection of the facility prior to the final fire clearance approval. At the time of the preinspection, the primary fire enforcing agency shall price consultation and interpretation of the fire safety regulations and shall notify the prospective licensee of the facility in writing of the specific fire safety regulations which shall be enforced in order to obtain fire clearance approval. A fee of not more than $50.00 may be charged for the preinspection of a facility with a capacity to serve 25 or fewer persons. A fee of not more than $100.00 may be charged for a preinspection of a facility with a capacity to serve 26 or more persons.

1.11.4.5 Care Facilities. The primary fire enforcing agency shall complete the final fire clearance inspection for a community care facility, residential-care facility for the elderly, or child day-care facility within 30 days of receipt of the request for the final inspection, or as of the date the prospective facility requests the final prelicensure inspection by the State Department of Social Services, whichever is later.

Pursuant to Health and Safety Code Section 13235, a preinspection fee of not more than $50 may be charged for a facility with a capacity to serve 25 or less clients. A fee of not more than $100 may be charged for a preinspection of a facility with a capacity to serve 26 or more clients.

Pursuant to Health and Safety Code Section 13131.5, a reasonable final inspection fee, not to exceed the actual cost of inspection services necessary to complete a final inspection may be charged for occupancies classified as residential care facilities for the elderly (RCFE).

Pursuant to Health and Safety Code Section 1569.84, neither the State Fire Marshal nor any local public entity shall charge any fee for enforcing fire inspection regulations pursuant to state law or regulation or local ordinance, with respect to residential-care facilities for the elderly (RCFE) which service six or fewer persons.

1.11.4.6 Requests of the Office of the State Fire Marshal. Whenever a local Authority Having Jurisdiction requests that the State Fire Marshal perform plan review and/or inspection services related to a building permit, the applicable fees for such shall be payable to the Office of the State Fire Marshal.

1.11.5 Inspections. Work performed subject to the provisions of this code shall comply with the inspection requirements of Title 24, Part 2, California Building Standards Code, Sections 109.1, 109.3, 109.3.4, 109.3.5, 109.3.6, 109.3.8, 109.3.9, 109.3.10, 109.5, and 109.6 as adopted by the Office of the State Fire Marshal.

1.11.5.1 Existing Group I-1 or R occupancies. Licensed 24-hour care in a Group I-1 or R occupancy in existence and originally classified under previously adopted state codes shall be reinspected under the appropriate previous code, provided there is no change in the use or character which would place the facility in a different occupancy group.

1.11.6 Certificate of Occupancy. A Certificate of Occupancy shall be issued as specified in Title 24, Part 2, California Building Code, Section III.

Exception: Group R-3 and Group U Occupancies.

1.11.7 Temporary Structures and Uses. See Title 24, Part 2, California Building Code, Section 107.

1.11.8 Service Utilities. See Title 24, Part 2, California Building Code, Section 112.

1.11.9 Stop Work Order. See Title 24, Part 2, California Building Code, Section 115.

1.11.10 Unsafe Buildings, Structures, and Equipment. See Title 24, Part 2, California Building Code, Section 116.

1.12.0 Reserved for the State Librarian.

1.13.0 Department of Water Resources (DWR).

DWR-Department of Water Resources.

Application – Construction, installation, or alteration of graywater systems for subsurface irrigation and other safe uses.

Enforcing Agency – Local building department or the Department of Water Resources.

Authority Cited – Water Code Sections 14875 through 14877.3.

References – Water Code Sections 14875 through 14877.3.

1.14.0 Reserved for the State Lands Commission.

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DIVISION II
ADMINISTRATION

101.0 Title, Scope, and General.

101.1 Title. This document shall be known as the “Uniform Plumbing Code,” may be cited as such, and will be referred to herein as “this code.”

101.2 Purpose. This code is an ordinance providing minimum requirements and standards for the protection of the public health, safety, and welfare.

101.3 Plans Required. The Authority Having Jurisdiction shall be permitted to require the submission of the plans, specifications, drawings, and such other information as required by the Authority Having Jurisdiction, prior to the commencement of, and at any time during the progress of, any work regulated by this code.

The issuance of a permit upon plans and specifications shall not prevent the Authority Having Jurisdiction from thereafter requiring the correction of errors in said plans and specifications or from preventing construction operations being carried on thereunder when in violation of this code or of any other pertinent ordinance or from revoking any certificate of approval when issued in error.

101.4 Scope.

101.4.1 The provisions of this code shall apply to the erection, installation, alteration, repair, relocation, replacement, addition to, use, or maintenance of plumbing systems within this Jurisdiction.

101.4.1.1 Repairs and Alterations.

101.4.1.1.1 In existing buildings or premises in which plumbing installations are to be altered, repaired, or renovated, deviations from the provisions of this code are permitted, provided such deviations are found to be necessary and are first approved by the Authority Having Jurisdiction.

101.4.1.1.2 Existing building sewers and building drains shall be permitted to be used in connection with new buildings or new plumbing and drainage work only when they are found on examination and test to conform in all respects to the requirements governing new work, and the proper Authority Having Jurisdiction shall notify the owner to make any changes necessary to conform to this code. No building, or part thereof, shall be erected or placed over any part of a drainage system that is constructed of materials other than those approved elsewhere in this code for use under or within a building.

101.4.1.1.3 Openings into a drainage or vent system, excepting those openings to which plumbing fixtures are properly connected or which constitute vent terminals, shall be permanently plugged or capped in an approved manner, using the appropriate materials required by this code.

101.4.1.2 Maintenance. The plumbing and drainage system of any premises under the Authority Having Jurisdiction shall be maintained in a sanitary and safe operating condition by the owner or the owner's agent.

101.4.1.3 Existing Construction. No provision of this code shall be deemed to require a change in any portion of a plumbing or drainage system or any other work regulated by this code in or on an existing building or lot when such work was installed and is maintained in accordance with law in effect prior to the effective date of this code, except when any such plumbing or drainage system or other work regulated by this code is determined by the Authority Having Jurisdiction to be in fact dangerous, unsafe, insanitary, or a nuisance and a menace to life, health, or property.

101.4.1.4 Conflicts Between Codes. When the requirements within the jurisdiction of this plumbing code conflict with the requirements of the mechanical code, this code shall prevail.

101.4.2 Additions, alterations, repairs, and replacement of plumbing systems shall comply with the provisions for new systems except as otherwise provided in Section 101.5.

101.4.3 The provisions in the appendices are intended to supplement the requirements of this code and shall not be considered part of this code unless formally adopted as such.

101.5 Application to Existing Plumbing System.

101.5.1 Additions, Alterations, or Repairs. Additions, alterations, or repairs shall be permitted to be made to any plumbing system without requiring the existing plumbing system to comply with all the requirements of this code, provided the addition, alteration, or repair conforms to that required for a new plumbing system. Additions, alterations, or repairs shall not cause an existing system to become unsafe, insanitary, or overloaded.

101.5.2 Health and Safety. Whenever compliance with the provisions of this code fails to eliminate or alleviate a nuisance, or any other dangerous or insanitary condition that may involve health or safety hazards, the owner or the owner's agent shall install such additional plumbing and drainage facilities or shall make such repairs or alterations as may be ordered by the Authority Having Jurisdiction.

101.5.3 Existing Installation. Plumbing systems lawfully in existence at the time of the adoption of this code may have their use, maintenance, or repair continued if the use, maintenance, or repair is in accordance with the original design and location and no hazard to life, health, or property has been created by such plumbing system.

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101.5.4 Changes in Building Occupancy. Plumbing systems that are a part of any building or structure undergoing a change in use or occupancy, as defined in the Building Code, shall comply to the requirements of this code that may be applicable to the new use or occupancy.

101.5.5 Maintenance. Plumbing systems, materials, and appurtenances, both existing and new, and parts thereof shall be maintained in proper operating condition. Devices or safe-guards required by this code shall be maintained in conformance with the code edition under which installed. The owner or the owner’s designated agent shall be responsible for maintenance of plumbing systems. To determine compliance with this subsection, the Authority Having Jurisdiction shall be permitted to cause any plumbing system to be reinspected.

101.5.6 Moved Buildings. Plumbing systems that are part of buildings or structures moved into this jurisdiction shall comply with the provisions of this code for new installations, except as provided for in Section 103.5.5.2.

102.0 Organization and Enforcement.

102.1 Authority Having Jurisdiction.

The Authority Having Jurisdiction shall be the Authority duly appointed to enforce this code.

102.2 Duties and Powers of the Authority Having Jurisdiction.

102.2.1 The Authority Having Jurisdiction shall be permitted to appoint such assistants, deputies, inspectors, or other employees as necessary to carry out the functions of the department and this code.

102.2.2 Right of Entry. Whenever it is necessary to make an inspection to enforce the provisions of this code, or whenever the Authority Having Jurisdiction has reasonable cause to believe that there exists in any building or upon any premises any condition or violation of this code that makes the building or premises unsafe, insanitary, dangerous, or hazardous, the Authority Having Jurisdiction shall be permitted to enter the building or premises at all reasonable times to inspect or to perform the duties imposed upon the Authority Having Jurisdiction by this code, provided that if such building or premises is occupied, the Authority Having Jurisdiction shall present credentials to the occupant and request entry. If such building or premises is unoccupied, the Authority Having Jurisdiction shall first make a reasonable effort to locate the owner or other person having charge or control of the building or premises and request entry. If entry is refused, the Authority Having Jurisdiction has recourse to every remedy provided by law to secure entry.

When the Authority Having Jurisdiction shall have first obtained a proper inspection warrant or other remedy provided by law to secure entry, no owner, occupant, or person having charge, care, or control of any building or premises shall fail or neglect, after proper request is made as herein provided, to promptly permit entry herein by the Authority Having Jurisdiction for the purpose of inspection and examination pursuant to this code.

102.2.3 Stop Orders. Whenever any work is being done contrary to the provisions of this code, the Authority Having Jurisdiction shall be permitted to order the work stopped by notice in writing served on any persons engaged in the doing or causing such work to be done, and any such persons shall forthwith stop work until authorized by the Authority Having Jurisdiction to proceed with the work.

102.2.4 Authority to Disconnect Utilities in Emergencies. The Authority Having Jurisdiction shall have the authority to disconnect a plumbing system to a building, structure, or equipment regulated by this code in case of emergency where necessary to eliminate an immediate hazard to life or property.

102.2.5 Authority to Condemn. Whenever the Authority Having Jurisdiction ascertains that any plumbing system or portion thereof, regulated by this code, has become hazardous to life, health, or property, or has become insanitary, the Authority Having Jurisdiction shall order in writing that such plumbing either be removed or placed in a safe or sanitary condition, as appropriate. The order shall fix a reasonable time limit for compliance. No person shall use of or maintain defective plumbing after receiving such notice.

When such plumbing system is to be disconnected, written notice shall be given. In cases of immediate danger to life or property, such disconnection shall be permitted to be made immediately without such notice.

102.2.6 Liability. The Authority Having Jurisdiction charged with the enforcement of this code, acting in good faith and without malice in the discharge of the Authority Having Jurisdiction’s duties, shall not thereby be rendered personally liable for any damage that may accrue to persons or property as a result of any act or by reason of any act or omission in the discharge of duties. A suit brought against the Authority Having Jurisdiction or employee because of such act or omission performed in the enforcement of any provision of this code shall be defended by legal counsel provided by this jurisdiction until final termination of such proceedings.

102.3 Violations and Penalties.

102.3.1 Violations. It shall be unlawful for any person, firm, or corporation to erect, construct, enlarge, alter, repair, move, improve, remove, convent, demolish, equip, use, or maintain any plumbing or permit the same to be done in violation of this code.

102.3.2 Penalties. Any person, firm, or corporation violating any provision of this code shall be deemed guilty of a misdemeanor, and upon conviction thereof, shall be punishable by a fine and/or imprisonment set forth by the governing laws of the jurisdiction. Each separate day or

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any portion thereof, during which any violation of this code occurs or continues, shall be deemed to constitute a separate offense.

103.0 Permits and Inspections.

103.1 Permits.

103.1.1 Permits Required. It shall be unlawful for any person, firm, or corporation to make any installation, alteration, repair, replacement, or remodel any plumbing system regulated by this code except as permitted in Section 103.1.2, or to cause the same to be done without first obtaining a separate plumbing permit for each separate building or structure.

103.1.2 Exempt Work. A permit shall not be required for the following:

103.1.2.1 The stopping of leaks in drains, soil, waste, or vent pipe, provided, however, that should any trap, drainpipe, soil, waste, or vent pipe become defective and it becomes necessary to remove and replace the same with new material, the same shall be considered as new work and a permit shall be procured and inspection made as provided in this code.

103.1.2.2 The clearing of stoppages, including the removal and reinstallation of water closets, or the repairing of leaks in pipes, values, or fixtures, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes, or fixtures.

Exemption from the permit requirements of this code shall not be deemed to grant authorization for any work to be done in violation of the provisions of the code or any other laws or ordinances of this jurisdiction.

103.1.3 Licensing. Provision for licensing shall be determined by the Authority Having Jurisdiction.

103.2 Application for permit.

103.2.1 Application. To obtain a permit, the applicant shall first file an application therefore in writing on a form furnished by the Authority Having Jurisdiction for that purpose. Every such application shall:

103.2.1.1 Identify and describe the work to be covered by the permit for which application is made.

103.2.1.2 Describe the land upon which the proposed work is to be done by legal description, street address, or similar description that will readily identify and definitely locate the proposed building or work.

103.2.1.3 Indicate the use or occupancy for which the proposed work is intended.

103.2.1.4 Be accompanied by plans, diagrams, computations, and other data as required in Section 103.2.2.

103.2.1.5 Be signed by the permittee or the permittee's authorized agent, who may be required to submit evidence to indicate such authority.

103.2.1.6 Give such other data and information as may be required by the Authority Having Jurisdiction.

103.2.2 Plans and Specifications. Plans, engineering calculations, diagrams, and other data shall be submitted in one (1) or more sets with each application for a permit. The Authority Having Jurisdiction shall be permitted to require plans, computations, and specifications to be prepared by, and the plumbing designed by, an engineer and/or architect licensed by the state to practice as such.

Exception: The Authority Having Jurisdiction shall be permitted to waive the submission of plans, calculations, or other data if the Authority Having Jurisdiction finds that the nature of the work applied for is such that reviewing of plans is not necessary to obtain compliance within the code.

103.2.3 Information on Plans and Specifications. Plans and specifications shall be drawn to scale upon substantial paper or cloth and shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules, and regulations.

103.3 Permit Issuance.

103.3.1 Issuance. The application, plans, and specifications and other data field by an applicant for a permit shall be reviewed by the Authority Having Jurisdiction. Such plans shall be permitted to be reviewed by other departments of this jurisdiction to verify compliance with applicable laws under their jurisdiction. If the Authority Having Jurisdiction finds that the work described in an application for permitted to be reviewed by other departments of this jurisdiction to verify compliance with applicable laws under their jurisdiction. If the Authority Having Jurisdiction finds that the work described in an application for permit and the plans, specifications, and other data filed therewith conform to the requirements of the code and other pertinent laws and ordinances, and that the fees specified in Section 103.4 have been paid, the Authority Having Jurisdiction shall issue a permit therefore to the applicant.

When the Authority Having Jurisdiction issues the permit where plans are required, the Authority Having Jurisdiction shall endorse in writing or stamp the plans and specifications “APPROVED.” Such approved plans and specifications shall not be changed, modified, or altered without authorization from the Authority Having Jurisdiction, and all work shall be done in accordance with approved plans.

The Authority Having Jurisdiction shall be permitted to issue a permit for the construction of a part of a plumbing system before the entire plans and specifications for the whole system have been submitted or approved, provided adequate information and detailed statements have been filed complying with all pertinent requirements of this code. The holder of such permit shall be permitted to proceed at the holder's risk without assurance that the permit for the entire building, structure, or plumbing system will be granted.

103.3.2 Retention of Plans. One (1) set of approved plans, specifications, and computations shall be retained

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by the Authority Having Jurisdiction until final approval of the work covered therein. One (1) set of approved plans and specifications shall be returned to the applicant, and said set shall be kept on the site of the building or work at times during which the work authorized thereby is in progress.

103.3.3 Validity of Permit. The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid.

The issuance of a permit based upon plans, specifications, or other data shall not prevent the Authority Having Jurisdiction from thereafter requiring the correction of errors in said plans, specifications, and other data or from preventing building operations being carried on thereunder when in violation of this code or of other ordinances of this jurisdiction.

103.3.4 Expiration. Every permit issued by the Authority Having Jurisdiction under the provisions of this code shall expire by limitation and become null and void if the work authorized by such permit is not commenced within one-hundred and eighty (180) days from the date of such permit, or if the work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of one-hundred and eighty (180) days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one-half (½) the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspensions or abandonment has not exceeded one (1) year.

Any permittee holding an unexpired permit shall be permitted to apply for an extension of the time within which work shall be permitted to commence under that permit when the permittee is unable to commence work within the time required by this section for good and satisfactory reasons. The Authority Having Jurisdiction shall be permitted to extend the time for action by the permittee for a period not exceeding one-hundred and eighty (180) days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. In order to renew action on a permit after expiration, the permit fee shall pay a new full permit fee.

103.3.5 Suspension or Revocation. The Authority Having Jurisdiction shall be permitted to, in writing, suspend or revoke a permit issued under the provisions of this code whenever the permit is issued in error or on the basis of incorrect information supplied or in violation of other ordinance or regulation of the jurisdiction.

103.4 Fees.

103.4.1 Permit Fees. Fees shall be assessed in accordance with the provisions of this section and as set forth in the fee schedule Table 1-1. The fees are to be determined and adopted by this jurisdiction.

103.4.2 Plan Review Fees. When a plan or other data is required to be submitted by Section 103.2.2, a plan review fee shall be paid at the time of submitting plans and specifications for review.

The plan review fees for plumbing work shall be determined and adopted by this jurisdiction.

The plan review fees specified in this subsection are separate fees from the permit fees specified in this section and are in addition to the permit fees.

When plans are incomplete or changed so as to require additional review, a fee shall be charged at the rate shown in Table 1-1.

103.4.3 Expiration of Plan Review. Applications for which no permit is issued within one-hundred and eighty (180) days following the date of application shall expire by limitation, plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Authority Having Jurisdiction. The Authority Having Jurisdiction shall be permitted to exceed the time for action by the applicant for a period not to exceed one-hundred and eighty (180) days upon request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.

103.4.4 Investigation Fees: Work Without a Permit.

103.4.4.1 Whenever any work for which a permit is required by this code has been commenced without first obtaining said permit, a special investigation shall be made before a permit may be issued for such work.

103.4.4.2 An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or subsequently issued. The investigation fee shall be equal to the amount of the permit fee that would be required by this code if a permit were to be issued. The payment of such investigation fee shall not exempt any person from compliance with other provisions of this code, nor from any penalty prescribed by law.

103.4.5 Fee Refunds.

103.4.5.1 The Authority Having Jurisdiction shall be permitted to authorize the refunding of any fee paid hereunder that was erroneously paid or collected.

103.4.5.2 The Authority Having Jurisdiction shall be permitted to authorize the refunding of not more than a percentage, as determined by this jurisdiction when no work has been done under a permit issued in accordance with this code.

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103.4.5.3 The Authority Having Jurisdiction shall not authorize the refunding of any fee paid except upon written application filed by the original permittee not to exceed one-hundred and eighty (180) days after the date of fee payment.

103.5 Inspections.

103.5.1 General. Plumbing systems for which a permit is required by this code shall be inspected by the Authority Having Jurisdiction.

No portion of any plumbing system shall be concealed until inspected and approved. Neither the Authority Having Jurisdiction nor the jurisdiction shall be liable for expense entailed in the removal or replacement of material required to permit inspection. When the installation of a plumbing system is complete, an additional and final inspection shall be made. Plumbing systems regulated by this code shall not be connected to the water, the energy fuel supply, or the sewer system until authorized by the Authority Having Jurisdiction.

103.5.1.1 Inspection. No water supply system or portion thereof shall be covered or concealed until it first has been tested, inspected, and approved.

103.5.1.2 Scope. New plumbing work and such portions of existing systems as may be affected by new work, or any changes, shall be inspected by the Authority Having Jurisdiction to ensure compliance with the requirements of this code and to ensure that the installation and construction of the plumbing system is in accordance with approved plans.

103.5.1.3 Covering or Using. No plumbing or drainage system, building sewer, private sewer disposal system, or part thereof, shall be covered, concealed, or put into use until it has been tested, inspected, and accepted as prescribed in this code.

103.5.1.4 Uncovering. If any drainage or plumbing system, building sewer, private sewage disposal system, or part thereof, which is installed, altered, or repaired, is covered or concealed before being inspected, tested, and approved as prescribed in this code, it shall be uncovered for inspection after notice to uncover the work has been issued to the responsible person by the Authority Having Jurisdiction.

103.5.2 Operation of Plumbing Equipment. The requirements of this section shall not be considered to prohibit the operation of any plumbing installed to replace existing equipment or fixtures serving an occupied portion of the building in the event a request for inspection of such equipment or fixture has been filed with the Authority Having Jurisdiction not more than seventy-two (72) hours after such replacement work is completed, and before any portion of such plumbing system is concealed by any permanent portion of the building.

103.5.3 Testing of Systems. Plumbing systems shall be tested and approved as required by this code or the Authority Having Jurisdiction.

103.5.3.1 Test. Tests shall be conducted in the presence of the Authority Having Jurisdiction or the Authority Having Jurisdiction's duly appointed representative.

103.5.3.2 Test Waived. No test or inspection shall be required where a plumbing system, or part thereof, is set up for exhibition purposes and has no connection with a water or drainage system.

103.5.3.3 Exceptions. In cases where it would be impractical to provide the required water or air tests, or for minor installations and repairs, the Authority Having Jurisdiction shall be permitted to make such inspection as deemed advisable in order to be assured that the work has been performed in accordance with the intent of this code.

103.5.3.4 Tightness. Joints and connections in the plumbing system shall be gas-tight and water-tight for the pressures required by test.

103.5.4 Inspection Requests. It shall be the duty of the person doing the work authorized by a permit to notify the Authority Having Jurisdiction that such work is ready for inspection. The Authority Having Jurisdiction shall be permitted to require that every request for inspection be filed not less than one (1) working day before such inspection is desired. Such request may be in writing or by telephone, at the option of the Authority Having Jurisdiction.

It shall be the duty of the person requesting inspections required by this code to provide access to and means for proper inspection of such work.

103.5.4.1 Advance Notice. It shall be the duty of the person doing the work authorized by the permit to notify the Authority Having Jurisdiction, orally or in writing, that said work is ready for inspection. Such notification shall be given not less than twenty-four (24) hours before the work is to be inspected.

103.5.4.2 Responsibility. It shall be the duty of the holder of a permit to make sure that the work will stand the test prescribed before giving the notification.

The equipment, material, and labour necessary for inspection or tests shall be furnished by the persons to whom the permit is issued or by whom inspection is requested.

103.5.5 Other Inspections. In addition to the inspections required by this code, the Authority Having Jurisdiction shall be permitted to require other inspections of any plumbing work to ascertain compliance with the provisions of this code and other laws that are enforced by the Authority Having Jurisdiction.

103.5.5.1 Defective Systems. An air test shall be used in testing the sanitary condition of the drainage or plumbing system of any building premises when there is reason to believe that it has become defective. In buildings or premises condemned by the proper Authority Having Jurisdiction because of an insanitary condition of the plumbing system or part thereof, the alterations in such system shall conform to the requirements of this code.

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103.5.5.2 Moved Structures. Parts of the plumbing systems of any building or part thereof that is moved from one (1) foundation to another, or from one (1) location to another, shall be completely tested as prescribed elsewhere in this section for new work, except that walls or floors need not be removed during such test when other equivalent means of inspection acceptable to the Authority Having Jurisdiction are provided.

103.5.6 Reinspections. A reinspection fee shall be permitted to be assessed for each inspection or reinspection when such portion of work for which inspection is called is not complete or when required corrections have not been made.

This provision is not to be interpreted as requiring reinspection fees the first time a job is rejected for failure to comply with the requirements of this code, but as controlling the practice of calling for inspections before the job is ready for inspection or reinspection.

Reinspection fees shall be permitted to be assessed when the approved plans are not readily available to the inspector, for failure to provide access on the date for which the inspection is requested, or for deviating from plans requiring the approval of the Authority Having Jurisdiction.

To obtain reinspection, the applicant shall file an application therefore in writing upon a form furnished for that purpose and pay the reinspection fee in accordance with Table 1-1.

In instances where inspection fees have been assessed, no additional inspection of the work will be performed until the required fees have been paid.

103.5.6.1 Corrections. Notices of correction or violation shall be written by the Authority Having Jurisdiction and shall be permitted to be posted at the site of the work or mailed or delivered to the permitted or his authorized representative.

Refusal, failure, or neglect to comply with any such notice or order within ten (10) days of receipt thereof, shall be considered a violation of this code and shall be subject to the penalties set forth elsewhere in this code for violations.

103.5.6.2 Retesting. If the Authority Having Jurisdiction finds that the work will not pass the test, necessary corrections shall be made, and the work shall then be resubmitted for test or inspection.

103.5.6.3 Approval. Upon the satisfactory completion and final test of the plumbing system, a certificate of approval shall be issued by the Authority Having Jurisdiction to the permittee on demand.

103.6 Connection Approval.

103.6.1 Energy Connections. No person shall make connections from a source of energy or fuel to any plumbing system or equipment regulated by this code and for which a permit is required until approved by the Authority Having Jurisdiction.

103.6.2 Other Connections. No person shall make connection from any water-supply line nor shall connect to any sewer system regulated by this code and for which a permit is required until approved by the Authority Having Jurisdiction.

103.6.3 Temporary Connections. The Authority Having Jurisdiction shall be permitted to authorize temporary connection of the plumbing equipment to the source of energy or fuel for the purpose of testing the equipment.

103.7 Unconstitutional.

103.7.1 If any section, subsection, sentence, clause, or phrase of this code is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions for this code. The Legislative body hereby declares that it would have passed this code, and each section, subsection, sentence, clause, or phrase thereof, irrespective of the fact that one (1) or more sections, subsections, sentences, clauses, and phrases are declared unconstitutional.

103.8 Validity.

103.8.1 If any provision of this code, or the application thereof to any person or circumstance, is held invalid, the remainder of the code, or the application of such provision to other persons or circumstances, shall not be affected thereby.

103.8.2 Wherever in this code reference is made to an appendix, the provisions in the appendix shall not apply unless specifically adopted.

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TABLE 1-1
PLUMBING PERMIT FEES
* Jurisdiction will indicate their fees here.
Permit Issuance
1. For issuing each permit*____
2. For issuing each supplemental permit*____
Unit Fee Schedule (in addition to items 1 and 2 above)
1. For each plumbing fixture on one (1) trap or a set of fixtures on one (1) trap (including water, drainage piping, and backflow protection therefore)*____
2. For each building sewer and each trailer park sewer*____
3. Rainwater systems – per drain (inside building)*____
4. For each cesspool (where permitted)*____
5. For each private sewage disposal system*____
6. For each water heater and/or vent*____
7. For each gas piping system of one (1) to five (5) outlets*____
8. For each additional gas piping system outlet, per outlet*____
9. For each industrial waste pretreatment interceptor, including its trap and vent, except kitchen-type grease interceptors functioning as fixture traps*____
10. For each installation, alteration, or repair of water piping and/or water treating equipment, each*____
11. For each repair or alteration of drainage or vent piping, each fixture*____
12. For each lawn springkler system on any one (1) meter including backflow protection devices therefore*____
13. For atmospheric-type vacuum breakers not included in item 12:
1 to 5*____
over 5, each*____
14. For each backflow protective device other than atmospheric-type vacuum breakers:
2 inch (50 mm) diameter and smaller*____
over 2 inch (50 mm) diameter*____
15. For each graywater system*____
16. For initial installation and testing for a reclaimed water system*____
17. For each annual cross-connection testing of a reclaimed water system (excluding initial test)*____
18. For each medical gas piping system serving one (1) to five (5) outlet(s) for a specific gas*____
19. For each additional medical gas inlet(s)/outlet(s)*____
Other Inspections and Fees
1. Inspections outside of normal business hours*____
2. Reinspection fee*____
3. Inspections for which no fee is specifically indicated*____
4. Additional plan review required by changes, additions, or revisions to approved plans (minimum charge - one-half (½) hour)*____

25

26

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 2 - DEFINITIONS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
The state agency does not adopt sections identified by the following symbol:†
Adopt Entire ChapterXX    XX         
Adopt Entire Chapter as amended (amended sections listed below)  XXX   XXXX     
Adopt only those sections that are listed below             X   
Chapter/Section                 
203.0  XX             
204.0  XX             
205.0    X        X   
206.0  XXX            
207.0  XXX            
208.0             X   
210.0        XXXX     
214.0  XX             
216.0  XX             
221.0        XXXX     
221.0 Single Family Dwelling              
222.0  XX    XXXX     
223.0  XX         X   
225.0  XX             

27

28

CHAPTER 2
DEFINITIONS

201.0 General.

For the purpose of this code, the following terms have the meanings indicated in this chapter.

No attempt is made to define ordinary words, which are used in accordance with their established dictionary meanings, except where a word has been used loosely and it is necessary to define its meaning as used in this code to avoid misunderstanding.

The definitions of terms are arranged alphabetically according to the first word of the term.

202.0 Definition of Terms.

203.0 –A–

ABS. Acrylonitrile-butadiene-styrene.

Accessible. When applied to a fixture, connection, appliance, or equipment, “accessible” means having access thereto, but which first may require the removal of an access panel, door, or similar obstruction. “Readily accessible” means direct access without the necessity of removing any panel, door, or similar obstruction.

Airbreak. A physical separation which may be a low inlet into the indirect waste receptor from the fixture, appliance, or device indirectly connected.

Airgap, Drainage. The unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe, plumbing fixture, appliance, or appurtenance conveying waste to the flood-level rim of the receptor.

Airgap, Water Distribution. The unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet conveying potable water to the flood-level rim of any tank, vat, or fixture.

Anchors. See Supports.

Approved. Acceptable to the Authority Having Jurisdiction.

Exception: [HCD 1 & HCD 2] “Approved” means meeting the approval of the Enforcing Agency, except as otherwise provided by law, when used in connection with any system, material, type of construction, fixture or appliance as the result of investigations and tests conducted by the agency, or by reason of accepted principles or tests by national authorities, or technical, health, or scientific organizations or agencies.

Notes:

  1. See Health and Safety Code Section 17920 for “Approved” as applied to residential construction and buildings or structures accessory thereto as referenced in Section 1.8.2.
  2. See Health and Safety Code Section 17921.1 for “Approved” as applied to the use of the hotplates in residential construction as referenced in Section 1.8.2.
  3. See Health and Safety Code Section 17921.3 for “Approved” as applied to low-flush water closets in residential construction as referenced in Section 1.8.2.
  4. See Health and Safety Code 19966 for “Approved” as applied to Factory-Built Housing as referenced in Section 1.8.3.2.5.
  5. See Health and Safety Code Section 18201 for “Approved” as applied to Mobilehome Parks as referenced in Section 1.8.2.
  6. See Health and Safety Code Section 18862.1 for “Approved” as applied to Special Occupancy Parks as referenced in Section 1.8.2.

Approved Testing Agency. An organization primarily established for purposes of testing to approved standards and approved by the Authority Having Jurisdiction.

[HCD 1 & HCD 2] “Approved Testing Agency” is any agency which is determined by the enforcing agency, except as otherwise provided by statue, to have adequate personnel and expertise to carry out the testing of systems, materials, and construction fixtures or appliances.

Area Drain. A receptor designed to collect surface or storm water from an open area.

Aspirator. A fitting or device supplied with water or other fluid under positive pressure that passes through an integral orifice or constriction, causing a vacuum.

Authority Having Jurisdiction. The organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, installations, or procedures. The Authority Having Jurisdiction shall be a federal, state, local, or other regional department or an individual such as a plumbing official, mechanical official, labor department official, health department official, building official, or others having statutory authority. In the absence of a statutory authority, the Authority Having Jurisdiction may be some other responsible party. This definition shall include the Authority Having Jurisdiction’s duly authorized representative.

[HCD 1 & HCD 2] “Authority Having Jurisdiction” shall mean “Enforcing Agency” as defined in Section 207.0 of this code.

204.0 –B–

Backflow. The flow of water or other liquids, mixtures, or substances into the distributing pipes of a potable supply of water from any sources other than its intended source. See Back-Siphonage, Back-Pressure Backflow.

Backflow Connection. Any arrangement whereby backflow can occur.

29

Back-Pressure Backflow. Backflow due to an increased pressure above the supply pressure, which may be due to pumps, boilers, gravity, or other sources of pressure.

Backflow Preventer. A device or means to prevent backflow into the potable water system.

Back-Siphonage. The flowing back of used, contaminated, or polluted water from a plumbing fixture or vessel into a water supply pipe due to a pressure less than atmospheric in such pipe. See Backflow.

Backwater Valve. A device installed in a drainage system to prevent reverse flow.

Bathroom Group. A group of fixtures consisting of a water closet, one or two lavatories, and either a bathtub, a combination bath/shower, or a shower and may include a urinal or bidet and an emergency floor drain.

Bathroom, Half. A room equipped with only a water closet and lavatory.

Battery of Fixtures. Any group of two (2) or more similar, adjacent fixtures that discharge into a common horizontal waste or soil branch.

Boiler Blowoff. An outlet on a boiler to permit emptying or discharge of sediment.

Branch. Any part of the piping system other than a main, riser, or stack.

Branch, Fixture. See Fixture Branch.

Branch, Horizontal. See Horizontal Branch.

Branch Vent. A vent connecting one (1) or more individual vents with a vent stack or stack vent.

Building. A structure built, erected, and framed of component structural parts designed for the housing, shelter, enclosure, or support of persons, animals, or property of any kind.

Exceptions: [HCD 1 & HCD 2] “BUILDING” shall not include the following:

  1. Any mobilehome as defined in Health and Safety Code Section 18008.
  2. Any manufactured home as defined in Health and Safety Code Section 18007.
  3. Any commercial modular as defined in Health and Safety Code Section 18001.8 or any special purpose commercial modular as defined in Section 18012.5.
  4. Any recreational vehicle as defined in Section Health and Safety Code 18010.
  5. Any multifamily manufactured home as defined in Health and Safety Code Section 18008.7.

For additional information, see Health and Safety Code Section 18908.

Building Drain. That part of the lowest piping of a drainage system that receives the discharge from soil, waste, and other drainage pipes inside the walls of the building and conveys it to the building sewer beginning two (2) feet (610 mm) outside the building wall.

Building Drain (Sanitary). A building drain that conveys sewage only.

Building Drain (Storm). A building drain that conveys storm water or other drainage, but no sewage.

Building Sewer. That part of the horizontal piping of a drainage system that extends from the end of the building drain and that receives the discharge of the building drain and conveys it to a public sewer, private sewer, private sewage disposal system, or other point of disposal.

Building Sewer (Combined). A building sewer that conveys both sewage and storm water or other drainage.

Building Sewer (Sanitary). A building sewer that conveys sewage only.

Building Sewer (Storm). A building sewer that conveys storm water or other drainage, but no sewage.

Building Subdrain. That portion of a drainage system that does not drain by gravity into the building sewer.

Building Supply. The pipe carrying potable water from the water meter or other source of water supply to a building or other point of use or distribution on the lot. Building supply shall also mean water service.

205.0 –C–

Certified Backflow Assembly Tester. A person who has shown competence to test and maintain backflow assemblies to the satisfaction of the Authority Having Jurisdiction.

Cesspool. A lined excavation in the ground that receives the discharge of a drainage system or part thereof, so designed as to retain the organic matter and solids discharging therein, but permitting the liquids to seep through the bottom and sides.

Chemical Waste. See Special Wastes.

Clarifier. See Interceptor.

Clear Water Waste. Cooling water and condensate drainage from refrigeration and air-conditioning equipment; cooled condensate from steam heating systems; and cooled boiler blowdown water.

Clinic Sink. A sink designed primarily to receive wastes from bedpans and having a flush rim, an integral trap with a visible trap seal, and the same flushing and cleansing characteristics as a water closet.

Code. A standard that is an extensive compilation of provisions covering broad subject matter or that is suitable for adoption into law independently of other codes and standards.

Combination Thermostatic/Pressure Balancing Valve. A mixing valve that senses outlet temperature and incoming hot and cold water pressure and compensates for fluctuations in to stabilize outlet temperatures.

Combination Waste and Vent System. A specially designed system of waste piping embodying the horizontal wet venting of one or more sinks or floor drains by means of a common waste and vent pipe, adequately sized to provide free movement of air above the flow line of the drain.

Combined Building Sewer. See Building Sewer (Combined).

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Commissaries Serving Mobile Food Preparation Units [DPH]. A food establishment in which food, containers, equipment or supplies are stored or handled for use in vehicles, mobile food preparation units, food carts or vending machines.

Common. That part of a plumbing system that is so designed and installed as to serve more than one (1) appliance, fixture, building, or system.

Conductor. A pipe inside the building that conveys storm water from the roof to a storm drain, combined building sewer, or other approved point of disposal.

Confined Space. A room or space having a volume less than fifty (50) cubic feet per 1,000 Btu/h (1.4 m3/293 W) of the aggregate input rating of all fuel-burning appliances installed in that space.

Contamination. An impairment of the quality of the potable water that creates an actual hazard to the public health through poisoning or through the spread of disease by sewage, industrial fluids, or waste. Also defined as High Hazard.

Continuous Vent. A vertical vent that is a continuation of the drain to which it connects.

Continuous Waste. A drain connecting the compartments of a set of fixtures to a trap or connecting other permitted fixtures to a common trap.

Covered Multifamily Dwellings [HCD 1-AC]. See Section 1.8.2.1.2.

CPVC. Chlorinated Poly (Vinyl Chloride).

Critical Level. The critical level (C-L or C/L) marking on a backflow prevention device or vacuum breaker is a point conforming to approved standards and established by the testing laboratory (usually stamped on the device by the manufacturer) that determines the minimum elevation above the flood level rim of the fixture or receptor served at which the device may be installed. When a backflow prevention device does not bear a critical level marking, the bottom of the vacuum breaker, combination valve, or the bottom of any such approved device shall constitute the critical level.

Cross-Connection. Any connection or arrangement, physical or otherwise, between a potable water supply system and any plumbing fixture or any tank, receptor, equipment, or device, through which it may be possible for nonpotable, used, unclean, polluted, and contaminated water, or other substances to enter into any part of such potable water system under any condition.

206.0 –D–

Department [HCD 1, HCD 2 & HCD 1-AC]. “Department” means the Department of Housing and Community Development.

Department Having Jurisdiction. The Authority Having Jurisdiction, including any other law enforcement agency affected by any provision of this code, whether such agency is specifically named or not.

[HCD 1 & HCD 2] “Department Having Jurisdiction” shall mean “Enforcing Agency” as defined in Section 207.0 of this code.

Design Flood Elevation. The elevation of the “design flood,” including wave height, relative to the datum specified on the community’s legally designated flood hazard map.

Developed Length. The length along the center line of a pipe and fittings.

Diameter. Unless specifically stated, “diameter” is the nominal diameter as designated commercially.

Domestic Sewage. The liquid and water-borne wastes derived from the ordinary living processes, free from industrial wastes, and of such character as to permit satisfactory disposal, without special treatment, into the public sewer or by means of a private sewage disposal system.

Downspout. The rain leader from the roof to the building storm drain, combined building sewer, or other means of disposal located outside of the building. See Conductor and Leader.

Drain. Any pipe that carries waste or waterborne wastes in a building drainage system.

Drainage System. Includes all the piping within public or private premises that conveys sewage or other liquid wastes to a legal point of disposal, but does not include the mains of a public sewer system or a public sewage treatment or disposal plant.

Durham System. A soil or waste system in which all piping is threaded pipe, tubing, or other such rigid construction, using recessed drainage fittings to correspond to the types of piping.

207.0 –E–

Effective Opening. The minimum cross-sectional area at the point of water supply discharge measured or expressed in terms of (1) diameter of a circle or (2) if the opening is not circular, the diameter of a circle of equivalent cross-sectional area. (This is applicable also to airgap.)

Enforcing Agency [HCD 1, HCD 2 & HCD 1-AC]. “Enforcing Agency” is the designated department or agency as specified by statute or regulation.

Essentially Nontoxic Transfer Fluid. Essentially nontoxic at practically nontoxic, Toxicity Rating Class 1 (reference “Clinical Toxicology of Commercial Products” by Gosselin, Smith, Hodge, & Braddock).

Excess Flow Valve (EFV). A valve designed to activate when the fuel gas passing through it exceeds a prescribed flow rate.

Existing Work. A plumbing system or any part thereof that has been installed prior to the effective date of this code.

208.0 –F–

Fixture Branch. A water supply pipe between the fixture supply pipe and the water distributing pipe.

31

Fixture Drain. The drain from the trap of a fixture to the junction of that drain with any other drain pipe.

Fixture Supply. A water supply pipe connecting the fixture with the fixture branch.

Fixture Unit. A quantity in terms of which the load-producing effects on the plumbing system of different kinds of plumbing fixtures are expressed on some arbitrarily chosen scale.

Flammable Vapor or Fumes. The concentration of flammable constituents in air that exceeds 25 percent of its lower flammability limit (LFL).

Flood Hazard Area. The greater of the following two areas:

  1. The area within a floodplain subject to a one (1) percent or greater chance of flooding in any given year.
  2. The area designated as a flood hazard area on a community’s flood hazard map, or otherwise legally designated.

Flood Hazard Area Subject to High Velocity Wave Action. Area within the flood hazard area that is subject to high velocity wave action, and shown on a Flood Insurance Rate Map or other flood hazard map as Zone V, VO, VE or V1-30.

Flood Level. See Flooded.

Flood-Level Rim. The top edge of a receptor from which water overflows.

Flooded. A fixture is flooded when the liquid therein rises to the flood-level rim.

Flush Tank. A tank located above or integral with water closets, urinals, or similar fixtures for the purpose of flushing the usable portion of the fixture.

Flush Valve. A valve located at the bottom of a tank for the purpose of flushing water closets and similar fixtures.

Flushometer Tank. A tank integrated within an air accumulator vessel that is designed to discharge a predetermined quantity of water to fixtures for flushing purposes.

Flushometer Valve. A valve that discharges a predetermined quantity of water to fixtures for flushing purposes and is actuated by direct water pressure.

FOG Disposal System. A grease interceptor that reduces nonpetroleum fats, oils, and grease (FOG) in effluent by separation, mass and volume reduction.

Food Establishment [DPH]. Any room, building, place or portion thereof, maintained, used or operated for purpose of storing, preparing, serving, packaging, transporting, salvaging or otherwise handling food at the retail level.

209.0 –G–

Gang or Group Shower. Two (2) or more showers in a common area.

Grade. The slope or fall of a line of pipe in reference to a horizontal plane. In drainage, it is usually expressed as the fall in a fraction of an inch (mm) or percentage slope per foot (meter) length of pipe.

Gravity Grease Interceptor. A plumbing appurtenance or appliance that is installed in a sanitary drainage system to intercept nonpetroleum fats, oils, and greases (FOG) from a wastewater discharge and is identified by volume, thirty (30) minute retention time, baffle(s), not less than two (2) compartments, a total volume of not less than three-hundred (300) gallons, and gravity separation. [These interceptors comply with the requirements of Chapter 10 or are designed by a registered professional engineer.] Gravity grease interceptors are generally installed outside.

Grease Interceptor. A plumbing appurtenance or appliance that is installed in a sanitary drainage system to intercept nonpetroleum fats, oil, and greases (FOG) from a wastewater discharge.

Grease Removal Device (GRD). Any hydro-mechanical grease interceptor that automatically, mechanically removes non-petroleum fats, oils and grease (FOG) from the interceptor, the control of which are either automatic or manually initiated.

210.0 –H–

Handwashing Fixture [OSHPD 1, 2, 3 & 4]. Is a special application sink having a water supply spout mounted so the discharge point is at least 5 inches (127 mm) above the fixture rim and equipped with hot and cold supply controls not requiring direct contact of the hands for operation. The fixture can not be equipped with an aerator and wrist or elbow blade handles but may be equipped with a non-aerating laminar flow device. Sensor operated fixtures may be used, provided they are either battery operated or connected to the essential electrical system. Deck-mounted manual temperature controls shall be permitted.

Hangers. See Supports.

High Hazard. See Contamination.

Horizontal Branch. A drain pipe extending laterally from a soil or waste stack or building drain with or without vertical sections or branches, which receives the discharge from one (1) or more fixture drains and conducts it to the soil or waste stack or to the building drain.

Horizontal Pipe. Any pipe or fitting that is installed in a horizontal position or which makes an angle of less than forty five (45) degrees with the horizontal.

Hot Water. Water at a temperature exceeding or equal to 120°F (49°C).

House Drain. See Building Drain.

House Sewer. See Building Sewer.

Hydromechanical Grease Interceptor. A plumbing appurtenance or appliance that is installed in a sanitary drainage system to intercept nonpetroleum fats, oil, and grease (FOG) from a wastewater discharge and is identified by flow rate, and separation and retention efficiency. The design incorporates air entrainment, hydromechanical separation, interior baffling, and/or barriers in combination or separately, and one of the following:

  1. –External flow control, with air intake (vent): directly connected
  2. –External flow control, without air intake (vent): directly connected32
  3. –Without external flow control, directly connected
  4. –Without external flow control, indirectly connected

[These interceptors comply with the requirements of Table 10-2.] Hydromechanical grease interceptors are generally installed inside.

211.0 –I–

Indirect Waste Pipe. A pipe that does not connect directly with the drainage system but conveys liquid wastes by discharging into a plumbing fixture, interceptor, or receptacle that is directly connected to the drainage system.

Individual Vent. A pipe installed to vent a fixture trap and that connects with the vent system above the fixture served or terminates in the open air.

Industrial Waste. Any and all liquid or water-borne waste from industrial or commercial processes, except domestic sewage.

Insanitary. A condition that is contrary to sanitary principles or is injurious to health.

Conditions to which “insanitary” shall apply include the following:

  1. Any trap that does not maintain a proper trap seal.
  2. Any opening in a drainage system, except where lawful, that is not provided with an approved liquid-sealed trap.
  3. Any defective fixture, trap, pipe, or fitting.
  4. Any trap, except where in this code exempted, directly connected to a drainage system, the seal of which is not protected against siphonage and back-pressure by a vent pipe.
  5. Any connection, cross-connection, construction, or condition, temporary or permanent, that would permit or make possible by any means whatsoever for any unapproved foreign matter to enter a water distribution system used for domestic purposes.
  6. The foregoing enumeration of conditions to which the term “insanitary” shall apply, shall not preclude the application of that term to conditions that are, in fact, insanitary.

Interceptor (Clarifier). A device designed and installed so as to separate and retain deleterious, hazardous, or undesirable matter from normal wastes and permit normal sewage or liquid wastes to discharge into the disposal terminal by gravity.

Invert. The lowest portion of the inside of a horizontal pipe.

212.0 –J–

Joint, Brazed. Any joint obtained by joining of metal parts with alloys that melt at temperatures exceeding 840°F (449°C), but less than the melting temperature of the parts to be joined.

Joint, Soldered. A joint obtained by the joining of metal parts with metallic mixtures or alloys that melt at a temperature up to and including 840°F (449°C).

213.0 –K–

No definitions

214.0 –L–

Labeled. Equipment or materials bearing a label of a listing agency (accredited conformity assessment body). See Listed (third-party certified).

[HCD 1 & HCD 2] “Labeled” means equipment or materials to which has been attached a label, symbol or other identifying mark of an organization, approved by the Department, that maintains a periodic inspection program of production of labeled products, installations, equipment, or materials and by whose labeling the manufacturer indicates compliance with appropriate standards or performance in a specified manner.

Lavatory [HCD 1 & HCD 2]. “Lavatory” shall mean a plumbing fixture used for washing the hands, arms, face and head.

Lavatories in Sets. Two (2) or three (3) lavatories that are served by one (1) trap.

Leader. An exterior vertical drainage pipe for conveying storm water from roof or gutter drains. See Downspout.

Limited-Density Owner-Built Dwelling [HCD 1]. “Limited-Density Owner-Built Dwelling” shall mean any structure consisting of one or more habitable rooms intended or designed to be occupied by one family with facilities for living or sleeping, with use restricted to rural areas designated by local jurisdiction in compliance with the requirements of Health and Safety Code Section 17958.2.

Liquid Waste. The discharge from any fixture, appliance, or appurtenance in connection with a plumbing system that does not receive fecal matter.

Listed [HCD 1 & HCD 2]. “Listed” means all products that appear in a list published by an approved testing or listing agency. For additional information, see Health and Safety Code Section 17920(h).

Listed (Third-party certified). Equipment or materials included in a list published by a listing agency (accredited conformity assessment body) that maintains periodic inspection on current production of listed equipment or materials and whose listing states either that the equipment or material complies with approved standards or has been tested and found suitable for use in a specified manner.

Listing Agency. An agency accredited by an independent and authoritative conformity assessment body to operate a material and product listing and labeling (certification) system and that is accepted by the Authority Having Jurisdiction, which is in the business of listing or labeling. The system includes initial and ongoing product testing, a periodic inspection on current production of listed (certified) products, and makes available a published report of such listing in which specific information is included that the material or product conforms to applicable standards and found safe for use in a specific manner.

33

[HCD 1 & HCD 2] “Listing Agency” means an agency approved by the department that is in the business of listing and labeling products, materials, equipment, and installations tested by an approved testing agency, and that maintains a periodic inspection program on current production of listed products, equipment, and installations, and that, at least annually, makes available a published report of these listings. For additional information, see Health and Safety Code Section 17920(i).

Lot. A single or individual parcel or area of land legally recorded or validated by other means acceptable to the Authority Having Jurisdiction on which is situated a building or which is the site of any work regulated by this code, together with the yards, courts, and unoccupied spaces legally required for the building or works, and that is owned by or is in the lawful possession of the owner of the building or works.

Low Hazard. See Pollution.

Low VOC Cement [HCD 1 & HCD 2]. Cement with a volatile organic compound (VOC) content of less than or equal to 490 g/L for CPVC Cement, 510 g/L for PVC Cement, and 325 g/L for ABS Cement, as determined by the South Coast Air Quality Management District’s Laboratory Methods of Analysis for Enforcement Samples, Method 316A.

Low VOC One-Step Cement [HCD 1 & HCD 2]. Listed solvent cements that do not require the use of primer with a volatile organic compound (VOC) content of less than or equal to 490 g/L for CPVC Cement, 510 g/L for PVC Cement, and 325 g/L for ABS Cement, as determined by the South Coast Air Quality Management District’s Laboratory Methods of Analysis for Enforcement Samples, Method 316A.

Low VOC Primer [HCD 1 & HCD 2]. Primer with a volatile organic compound (VOC) content of less than or equal to 550 g/L, as determined by the South Coast Air Quality Management District’s Laboratory Methods of Analysis for Enforcement Samples, Method 316A.

215.0 –M–

Macerating Toilet System. A system comprised of a sump with macerating pump and with connections for a water closet and other plumbing fixtures, which is designed to accept, grind, and pump wastes to an approved point of discharge.

Main. The principal artery of any system of continuous piping to which branches may be connected.

Main Sewer. See Public Sewer.

Main Vent. The principal artery of the venting system to which vent branches may be connected.

May. A permissive term.

Mobile Home Park Sewer. That part of the horizontal piping of a drainage system that begins two (2) feet (610 mm) downstream from the last mobile home site and conveys it to a public sewer, private sewer, private sewage disposal system, or other point of disposal.

216.0 –N–

Nonwater Supplied Urinal (Waterless Urinal) [HCD 1 & HCD 2]. A plumbing fixture which does not require water supply and is designed to receive and convey the uninhibited flow of liquid waste to the gravity drainage system.

Nuisance. Includes, but is not limited to:

  1. Any public nuisance known at common law or in equity jurisprudence.
  2. Whenever any work regulated by this code is dangerous to human life or is detrimental to health and property.
  3. Inadequate or unsafe water supply or sewage disposal system.

[HCD 1 & HCD 2] “Nuisance” shall mean any nuisance as defined in Health and Safety Code Section 17920(k).

Notes:

  1. For applications subject to the Mobilehome Parks Act as referenced in Section 1.8.3.2.2 of this code, refer to California Code of Regulations, Title 25, Division 1, Chapter 2 for the definition of “Nuisance”
  2. For applications subject to the Special Occupancy Parks Act as referenced in Section 1.8.3.2.3 of this code, refer to California Code of Regulations, Title 25, Division 1, Chapter 2.2 for the definition of “Nuisance”

217.0 –O–

Offset. A combination of elbows or bends in a line of piping that brings one (1) section of the pipe out of line but into a line parallel with the other section.

Oil Interceptor. See Interceptor.

218.0 –P–

PB. Polybutylene.

PE. Polyethylene.

PE-AL-PE. Polyethylene-aluminum-polyethylene.

PEX. Cross-linked polyethylene.

PEX-AL-PEX. Cross-linked polyethylene–aluminum-cross-linked polyethylene.

Person. A natural person, his heirs, executor, administrators, or assigns and shall also include a firm, corporation, municipal or quasi-municipal corporation, or governmental agency. Singular includes plural, male includes female.

Pipe. A cylindrical conduit or conductor conforming to the particular dimensions commonly known as “pipe size.”

Plumbing. The business, trade, or work having to do with the installation, removal, alteration, or repair of plumbing systems or parts thereof.

Plumbing Appliance. Any one (1) of a special class of devices or equipment that is intended to perform a special plumbing function. Its operation and/or control may be dependent upon one (1) or more energized components, such as motors, controls, heating elements, or pressure- or temperature-sensing elements. Such device or equipment may operate automatically through one (1) or more of the following actions: a time cycle, a temperature range, a pressure range, a measured volume or

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weight; or the device or equipment may be manually adjusted or controlled by the user or operator.

Plumbing Appurtenance. A manufactured device, a prefabricated assembly, or an on-the-job assembly of component parts that is an adjunct to the basic piping system and plumbing fixtures. An appurtenance demands no additional water supply, nor does it add any discharge load to a fixture or the drainage system. It performs some useful function in the operation, maintenance, servicing, economy, or safety of the plumbing system.

Plumbing Fixture. An approved-type installed receptacle, device, or appliance that is supplied with water or that receives liquid or liquid-borne wastes and discharges such wastes into the drainage system to which it may be directly or indirectly connected. Industrial or commercial tanks, vats, and similar processing equipment are not plumbing fixtures, but may be connected to or discharged into approved traps or plumbing fixtures when and as otherwise provided for elsewhere in this code.

Plumbing Official. See Authority Having Jurisdiction.

Plumbing System. Includes all potable water, building supply, and distribution pipes; all plumbing fixtures and traps; all drainage and vent pipes; and all building drains and building sewers, including their respective joints and connections, devices, receptors, and appurtenances within the property lines of the premises and shall include potable water piping, potable water treating or using equipment, medical gas and medical vacuum systems, liquid and fuel gas piping, and water heaters and vents for same.

Pollution. An impairment of the quality of the potable water to a degree that does not create a hazard to the public health but which does adversely and unreasonably affect the aesthetic qualities of such potable water for domestic use. Also defined as Low Hazard.

Potable Water. Water that is satisfactory for drinking, culinary, and domestic purposes and that meets the requirements of the Health Authority Having Jurisdiction.

PP. Polypropylene.

Pressure. The normal force exerted by a homogeneous liquid or gas, per unit of area, on the wall of the container.

Static Pressure. The pressure existing without any flow.

Residual Pressure. The pressure available at the fixture or water outlet after allowance is made for pressure drop due to friction loss, head, meter, and other losses in the system during maximum demand periods.

Pressure-Balancing Valve. A mixing valve that senses incoming hot and cold water pressures and compensates for fluctuations in either to stabilize outlet temperature.

Private or Private Use. Applies to plumbing fixtures in residences and apartments, to private bathrooms in hotels and hospitals, and to restrooms in commercial establishments where the fixtures are intended for the use of a family or an individual.

Private Sewage Disposal System. A septic tank with the effluent discharging into a subsurface disposal field, into one (1) or more seepage pits, or into a combination of subsurface disposal field and seepage pit or of such other facilities as may be permitted under the procedures set forth elsewhere in this code.

Private Sewer. A building sewer that receives the discharge from more than one (1) building drain and conveys it to a public sewer, private sewage disposal system, or other point of disposal.

Public or Public Use. Applies to plumbing fixtures that are not defined as private or private use.

Public Sewer. A common sewer directly controlled by public authority.

PVC. Poly(vinyl chloride).

PVDF. Polyvinylidene Fluoride.

219.0 –Q–

No definitions

220.0 –R–

Receptor. An approved plumbing fixture or device of such material, shape, and capacity as to adequately receive the discharge from indirect waste pipes, so constructed and located as to be readily cleaned.

Regulating Equipment. Includes all valves and controls used in a plumbing system that are required to be accessible or readily accessible.

Relief Vent. A vent, the primary function of which is to provide circulation of air between drainage and vent systems or to act as an auxiliary vent on a specially designed system.

Remote Outlet. When used for sizing water piping, it is the furthest outlet dimension, measuring from the meter, either the developed length of the cold-water piping or through the water heater to the furthest outlet on the hot-water piping.

Rim. See Flood-Level Rim.

Riser. A water supply pipe that extends vertically one (1) full story or more to convey water to branches or fixtures.

Roof Drain. A drain installed to receive water collecting on the surface of a roof and to discharge it into a leader, down spout, or conductor.

Roughing-In. The installation of all parts of the plumbing system that can be completed prior to the installation of fixtures. This includes drainage, water supply, gas piping, vent piping, and the necessary fixture supports.

221.0 –S–

Sand Interceptor. See Interceptor.

Scrub Sink [OSHPD 1, 2, 3 & 4]. Is a sink used to wash and scrub the hands and arms during the septic preparation for surgery and equipped with a supply spout and controls as required for a handwashing fixture. Deck-mounted manual temperature controls shall be permitted.

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SDR. An abbreviation for “standard dimensional ratio,” which is the specific ratio of the average specified outside diameter to the minimum wall thickness for outside controlled diameter plastic pipe.

Seepage Pit. A lined excavation in the ground which receives the discharge of a septic tank so designed as to permit the effluent from the septic tank to seep through its bottom and sides.

Septic Tank. A water-tight receptacle that receives the discharge of a drainage system or part thereof, designed and constructed so as to retain solids, digest organic matter through a period of detention, and allow the liquids to discharge into the soil outside of the tank through a system of open joint piping or a seepage pit meeting the requirements of this code.

Sewage. Any liquid waste containing animal or vegetable matter in suspension or solution and that may include liquids containing chemicals in solution.

Sewage Ejector. A device for lifting sewage by entraining it on a high-velocity jet stream, air, or water.

Sewage Pump. A permanently installed mechanical device, other than an ejector, for removing sewage or liquid waste from a sump.

Shall. Indicates a mandatory requirement.

Shielded Coupling. An approved elastomeric sealing gasket with an approved outer shield and a tightening mechanism.

Shock Arrester. See Water Hammer Arrester.

Should. Indicates a recommendation or that which is advised but not required.

Single-Family Dwelling. A building designed to be used as a home by the owner of such building, which shall be the only dwelling located on a parcel of ground with the usual accessory buildings.

Size and Type of Tubing. See Diameter.

Slip Joint. An adjustable tubing connection, consisting of a compression nut, a friction ring, and a compression washer, designed to fit a threaded adapter fitting or a standard taper pipe thread.

Slope. See Grade.

Soil Pipe. Any pipe that conveys the discharge of water closets, urinals, clinic sinks, or fixtures having similar functions of collection and removal of domestic sewage, with or with-out the discharge from other fixtures, to the building drain or building sewer.

Special Wastes. Wastes that require some special method of handling, such as the use of indirect waste piping and receptors, corrosion-resistant piping, sand, oil or grease interceptors, condensers, or other pretreatment facilities.

Stack. The vertical main of a system of soil, waste, or vent piping extending through one (1) or more stories.

Stack Vent. The extension of a soil or waste stack above the highest horizontal drain connected to the stack.

Standard. A document, the main text of which contains only mandatory provisions using the word “shall” to indicate requirements and which is in a form generally suitable for mandatory reference by another standard or code or for adoption into law. Nonmandatory provisions shall be located in an appendix, footnote, or fine print note and are not to be considered a part of the requirements of a standard.

Storm Drain. See Building Drain (Storm).

Storm Sewer. A sewer used for conveying rainwater, surface water, condensate, cooling water, or similar liquid wastes.

Subsoil Drain. A drain that collects subsurface or seepage water and conveys it to a place of disposal.

Sump. An approved tank or pit that receives sewage or liquid waste and which is located below the normal grade of the gravity system and which must be emptied by mechanical means.

Supports. Supports, hangers, and anchors are devices for properly supporting and securing pipe, fixtures, and equipment.

222.0 –T–

Tailpiece. The pipe or tubing that connects the outlet of a plumbing fixture to a trap.

Testing Agency [HCD 1 & HCD 2]. See “Approved Testing Agency”.

Thermostatic (Temperature Control) Valve. A mixing valve that senses outlet temperature and compensates for fluctuations in incoming hot or cold water temperatures.

Toilet [OSHPD 1, 2, 3 & 4]. A fixture within a toilet room which is used for defection or urination.

Toilet Room [OSHPD 1, 2, 3 & 4]. A room within or on the premises containing water closets, urinals, and other required facilities.

Trap. A fitting or device so designed and constructed as to provide, when properly vented, a liquid seal that will prevent the back passage of air without materially affecting the flow of sewage or wastewater through it.

Trap Arm. That portion of a fixture drain between a trap and the vent.

Trap Primer. A device and system of piping that maintains a water seal in a remote trap.

Trap Seal. The vertical distance between the crown weir and the top dip of the trap.

Crown Weir (Trap Weir) –The lowest point in the cross-section of the horizontal waterway at the exit of the trap.

Top Dip (of trap). The highest point in the internal cross-section of the trap at the lowest part of the bend (inverted siphon). By contrast, the bottom dip is the lowest point in the internal cross-section.

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223.0 –U–

Unconfined Space. A room or space having a volume equal to not less than fifty (50) cubic feet per 1,000 Btu/h (1.4 m3/293 W) of the aggregate input rating of all fuel-burning appliances installed in that space. Rooms communicating directly with the space in which the appliances are installed, through openings not furnished with doors, are considered a part of the unconfined space.

Unsanitary. See Insanitary.

UPC [HCD 1 & HCD 2, DPH]. “UPC” is the latest edition of the Uniform Plumbing Code, published by the International Association of Plumbing and Mechanical Officials.

224.0 –V–

Vacuum. Any pressure less than that exerted by the atmosphere.

Vacuum Breaker. See Backflow Preventer.

Vacuum Relief Valve. A device that prevents excessive vacuum in a pressure vessel.

Vent. Any pipe provided to ventilate a plumbing system, to prevent trap siphonage and back-pressure, or to equalize the air pressure within the drainage system.

Vent Pipe. See Vent.

Vent Stack. The vertical vent pipe installed primarily for the purpose of providing circulation of air to and from any part of the drainage system.

Vent System. A pipe or pipes installed to provide a flow of air to or from a drainage system or to provide a circulation of air within such system to protect trap seals from siphonage and back-pressure.

Vented Flow Control Device. A device installed upstream from the hydromechanical grease interceptor having an orifice that controls the rate of flow through the interceptor, and an air intake (vent) downstream from the orifice, which allows air to be drawn into the flow stream.

Vertical Pipe. Any pipe or fitting that is installed in a vertical position or that makes an angle of not more than 45 degrees with the vertical.

225.0 –W–

Wall-Hung Water Closet. A water closet installed in such a way that no part of the water closet touches the floor.

Waste. See Liquid Waste and Industrial Waste.

Waste Pipe. A pipe that conveys only liquid waste, free of fecal matter.

Water Closet [HCD 1 & HCD 2]. “Water Closet” is a plumbing fixture (which may be used for both solids and liquids) in which the waste matter is removed by flushing with water.

Water-Conditioning or Treating Device. A device that conditions or treats a water supply so as to change its chemical content or remove suspended solids by filtration.

Water-Distributing Pipe. In a building or premises, a pipe that conveys potable water from the building supply pipe to the plumbing fixtures and other water outlets.

Water Hammer Arrester. A device designed to provide protection against hydraulic shock in the building water supply system.

Water Main (Street Main). A water supply pipe for public or community use.

Water Supply System. The building supply pipe, the water distributing pipes, and the necessary connecting pipes, fittings, control valves, backflow prevention devices, and all appurtenances carrying or supplying potable water in or adjacent to the building or premises.

Welded Joint or Seam. Any joint or seam obtained by the joining of metal parts in the plastic molten state.

Welder, Pipe. A person who specializes in the welding of pipes and holds a valid certificate of competency from a recognized testing laboratory, based on the requirements of the ASME Boiler and Pressure Vessels code, Section IX.

Wet Vent. A vent that also serves as a drain.

Whirlpool Bathtub. A bathtub fixture equipped and fitted with a circulating piping system designed to accept, circulate, and discharge bathtub water upon each use.

226.0 –X–

No definitions.

227.0 –Y–

Yoke Vent. A pipe connecting upward from a soil or waste stack to a vent stack for the purpose of preventing pressure changes in the stacks.

228.0 –Z–

No definitions.

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38

CALIFORNIA PLUMBING CODE-MATRIX ADOPTION TABLE
CHAPTER 3 – GENERAL REGULATIONS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
The state agency does not adopt sections identified by the following symbol: †
Adopt Entire Chapter      XX         
Adopt Entire Chapter as amended (amended sections listed below)XXXX    XXXX     
Adopt only those sections that are listed below                 
Chapter/Section                 
301.2  XX             
301.2.1               
301.2.1.1               
301.2.1.2               
301.5  XX             
303.0 Exception  X              
304.0 Exception  X              
311.9        XXXX     
311.10        X XX     
311.11 X               
311.12        XX X     
316.1.6  XX             
316.1.8        XXXX     
316.1.9        XXXX     
316.2.4  XX    XXXX     
320.0        XXXX     

39

40

CHAPTER 3
GENERAL REGULATIONS

301.0 Materials – Standards and Alternates.

301.1 Minimum Standards.

301.1.1 Approvals. All pipe, pipe fittings, traps, fixtures, material, and devices used in a plumbing system shall be listed or labeled (third-party certified) by a listing agency (accredited conformity assessment body) and shall conform to approved applicable recognized standards referenced in this code, and shall be free from defects. Unless otherwise provided for in this code, all materials, fixtures, or devices used or entering into the construction of plumbing systems, or parts thereof, shall be submitted to the Authority Having Jurisdiction for approval.

301.1.2 Marking. Each length of pipe and each pipe fitting, trap, fixture, material, and device used in a plumbing system shall have cast, stamped, or indelibly marked on it the manufacturer’s mark or name, which shall readily identify the manufacturer to the end user of the product. When required by the approved standard that applies, the product shall be marked with the weight and the quality of the product. Materials and devices used or entering into the construction of plumbing and drainage systems, or parts thereof, shall be marked and identified in a manner satisfactory to the Authority Having Jurisdiction. Such marking shall be done by the manufacturer. Field markings shall not be acceptable.

301.1.3 Standards. Standards listed or referred to in this chapter or other chapters cover materials that will conform to the requirements of this code, when used in accordance with the limitations imposed in this or other chapters thereof and their listing. Where a standard covers materials of various grades, weights, quality, or configurations, there may be only a portion of the listed standard that is applicable. Design and materials for special conditions or materials not provided for herein shall be permitted to be used only by special permission of the Authority Having Jurisdiction after the Authority Having Jurisdiction has been satisfied as to their adequacy. A list of accepted plumbing materials standards is included in Table 14-1. IAPMO Installation Standards are included in Appendix I for the convenience of the users of this code. They are not considered as a part of this code unless formally adopted as such by the Authority Having Jurisdiction.

301.1.4 Existing Buildings. In existing buildings or premises in which plumbing installations are to be altered, repaired, or renovated, the Authority Having Jurisdiction has discretionary powers to permit deviation from the provisions of this code, provided that such proposal to deviate is first submitted for proper determination in order that health and safety requirements, as they pertain to plumbing, shall be observed.

301.2 Alternate Materials and Methods of Construction Equivalency. Nothing in this code is intended to prevent the use of systems, methods, or devices of equivalent or superior quality, strength, fire resistance, effectiveness, durability, and safety over those prescribed by this code. Technical documentation shall be submitted to the Authority Having Jurisdiction to demonstrate equivalency. The Authority Having Jurisdiction shall have the authority to approve or disapprove the system, method or device for the intended purpose. [HCD 1 & HCD 2] (See Section 1.8.7).

However, the exercise of this discretionary approval by the Authority Having Jurisdiction shall have no effect beyond the jurisdictional boundaries of said Authority Having Jurisdiction. Any alternate material or method of construction so approved shall not be considered as conforming to the requirements and⁄or intent of this code for any purpose other than that granted by the Authority Having Jurisdiction when the submitted data does not prove equivalency.

301.2.1 Testing. The Authority Having Jurisdiction shall have the authority to require tests, as proof of equivalency.

301.2.1.1 Tests shall be made in accordance with approved or applicable standards, by an approved testing agency at the expense of the applicant. In the absence of such standards, the Authority Having Jurisdiction shall have the authority to specify the test procedure.

301.2.1.2 The Authority Having Jurisdiction shall have the authority to require tests to be made or repeated if, at any time, there is reason to believe that any material or device no longer conforms to the requirements on which its approval was based.

301.3 Flood Hazard Resistance.

301.3.1 General. Plumbing systems shall be located above the design flood elevation.

Exception: Plumbing systems are permitted to be located below the design flood elevation provided that the systems are designed and installed to prevent water from entering or accumulating within their components and the systems are constructed to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to the design flood elevation.

301.3.2 Flood Hazard Areas Subject to High- Velocity Wave Action. Plumbing systems in buildings located in flood hazard areas subject to high-velocity wave action shall meet the requirements of Section 301.3.1, and plumbing systems, pipes, and fixtures shall not be mounted on or penetrate through walls that are intended to breakaway under flood loads as required by the Building Code.

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301.4 Alternative Engineered Design.

301.4.1 Design Criteria. An alternative engineered design shall conform to the intent of the provisions of this code and shall provide an equivalent level of quality, strength, effectiveness, fire resistance, durability, and safety. Material, equipment, or components shall be designed and installed in accordance with the manufacturer’s installation instructions.

301.4.2 Permit Application. The registered professional engineer shall indicate on the design documents that the plumbing system, or parts thereof, is an alternative engineered design so that it is noted on the construction permit application. The permit and permanent permit records shall indicate that an alternative engineered design was part of the approved installation.

301.4.3 Technical Data. The registered professional engineer shall submit sufficient technical data to substantiate the proposed alternative engineered design and to prove that the performance meets the intent of this code.

301.4.4 Design Documents. The registered professional engineer shall provide two (2) complete sets of signed and sealed design documents for the alternative engineered design for submittal to the Authority Having Jurisdiction. The design documents shall include floor plans and a riser diagram of the work. Where appropriate, the design documents shall indicate the direction of flow, pipe sizes, grade of horizontal piping, loading, and location of fixtures and appliances.

301.4.5 Design Approval. Any approval of an alternative engineered design shall be at the discretion of the Authority Having Jurisdiction. The exercise of this discretionary approval by the Authority Having Jurisdiction shall have no effect beyond the Jurisdictional boundaries of said Authority Having Jurisdiction. Any alternative engineered design so approved shall not be considered as conforming to the requirements and/or intent of this code for any purpose other than that granted by the Authority Having Jurisdiction.

301.4.6 Design Review. The Authority Having Jurisdiction shall have the authority to require testing of the alternative engineered design in accordance to Section 301.2.1, including the authority to require an independent review of the design documents by a registered professional engineer selected by the Authority Having Jurisdiction and at the expense of the applicant.

301.4.7 Inspection and Testing. The alternative engineered design shall be tested and inspected in accordance with the submitted testing and inspection plan and the requirements of this code.

301.5 One- and Two-Family Dwellings. [HCD 1 & HCD 2] The provisions contained in this code shall not apply to one and two-family dwelling private sewage disposal systems and minimum plumbing facilities when alternate facilities or installations have been approved by the local health authority, provided that such alternative facilities or installations provide substantially equivalent or greater protection to health and safety.

302.0 Iron Pipe Size (IPS) Pipe.

Iron, steel, brass, and copper pipe shall be standard- weight iron pipe size (IPS) pipe.

303.0 Disposal of Liquid Waste.

It shall be unlawful for any person to cause, suffer, or permit the disposal of sewage, human excrement, or other liquid wastes, in any place or manner, except through and by means of an approved drainage system, installed and maintained in accordance with the provisions of this code.

Exception: [HCD 1] Limited-density owner-built rural dwellings. A water closet shall not be required when an alternate system is provided and has been approved by the local health official. Where an alternative to the water closet is installed, a system for the disposal or treatment of graywater shall be provided to the dwelling. Graywater systems shall be designed according to water availability, use and discharge. The design, use and maintenance standards of such systems shall be the prerogative of the local health official.

304.0 Connections to Plumbing System Required.

Plumbing fixtures, drains, appurtenances, and appliances, used to receive or discharge liquid wastes or sewage, shall be connected properly to the drainage system of the building or premises, in accordance with the requirements of this code.

Exception: [HCD 1] Limited-density owner-built rural dwellings. Where conventional plumbing, in all or in part, is installed within the structure, it shall be installed in accordance with the provisions of this code. Alternative materials and methods shall be permitted provided that the design complies with the intent of the code, and that such alternatives shall perform to protect health and safety for the intended purpose.

305.0 Sewers Required.

305.1 Every building in which plumbing fixtures are installed shall have a connection to a public or private sewer except as provided in Section 305.2.

305.2 When a public sewer is not available for use, drainage piping from buildings and premises shall be connected to an approved private sewage disposal system.

305.3 In cities and/or counties where the installation of building sewers is under the jurisdiction of a department other than the Authority Having Jurisdiction, the provisions of this code relating to building sewers need not apply.

306.0 Damage to Drainage System or Public Sewer.

306.1 It shall be unlawful for any person to deposit, by any means whatsoever, into any plumbing fixture, floor drain, interceptor, sump, receptor, or device, which is connected to any drainage system, public sewer, private sewer, septic tank, or cesspool, any ashes; cinders; solids; rags; inflammable, poisonous, or explosive liquids or gases; oils; grease; or any other thing whatsoever that would, or could, cause damage to the drainage system or public sewer.

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306.2 Roofs, inner courts, vent shafts, light wells, or similar areas having rainwater drain, shall discharge to the outside of the building or to the gutter and shall not be connected to the sanitary drainage system unless first approved by the Authority Having Jurisdiction.

307.0 Industrial Wastes.

307.1 Wastes detrimental to the public sewer system or detrimental to the functioning of the sewage treatment plant shall be treated and disposed of as found necessary and directed by the Authority Having Jurisdiction.

307.2 Sewage or other waste from a plumbing system that may be deleterious to surface or subsurface waters shall not be discharged into the ground or into any waterway unless it has first been rendered safe by some acceptable form of treatment as required by the Authority Having Jurisdiction.

308.0 Location.

308.1 Except as otherwise provided in this code, no plumbing system, drainage system, building sewer, private sewage disposal system, or parts thereof shall be located in any lot other than the lot is the site of the building, structure, or premises served by such facilities.

308.2 No subdivision, sale, or transfer of ownership of existing property shall be made in such manner that the area, clearance, and access requirements of this code are decreased.

309.0 Improper Location.

Piping, fixtures, or equipment shall not be so located as to interface with the normal use thereof or with the normal operation and use of windows, doors, or other required facilities.

310.0 Workmanship.

310.1 Design, construction, and workmanship shall be in conformity with accepted engineering practices and shall be of such character as to secure the results sought to be obtained by this code.

310.2 It is unlawful to conceal cracks, holes, or other imperfections in materials by welding, brazing, or soldering or by using therein or thereon any paint, wax, tar, solvent cement, other leak-sealing or repair agent.

310.3 Burred ends of pipe and tubing shall be reamed to the full bore of the pipe or tube, and chips shall be removed.

310.4 Installation Practices. Plumbing systems shall be installed in a manner conforming to this code, applicable standards, and the manufacturer’s installation instructions. In instances where the code, applicable standards, or the manufacturer’s instructions conflict, the more stringent provisions shall prevail.

311.0 Prohibited Fittings and Practices.

311.1 No double hub fitting, single or double tee branch, single or double tapped tee branch, side inlet quarter bend, running thread, band, or saddle shall be used as a drainage fitting, except that a double hub sanitary tapped tee shall be permitted to be used on a vertical line as a fixture connection.

311.2 No drainage or vent piping shall be drilled and tapped for the purpose of making connections thereto, and no cast-iron soil pipe shall be threaded.

311.3 No waste connection shall be made to a closet bend or stub of a water closet bend or stub of a water closet or similar fixture.

311.4 Except as hereinafter provided in Sections 908.0, 909.0, and 910.0, no vent pipe shall be used as a soil or waste pipe, nor shall any soil or waste pipe be used as a vent. Also, single-stack drainage and venting systems with unvented branch lines are prohibited.

311.5 No fitting, fixture and piping connection, appliance, device, or method of installation that obstructs or retards the flow of water, wastes, sewage, or air in the drainage or venting systems, in an amount exceeding the normal frictional resistance to flow, shall be used unless it is indicated as acceptable in this code or is approved per Section 301.1 of this code. The enlargement of a three (3) inch (80 mm) closet bend or stub to four (4) inches (100 mm) shall not be considered an obstruction.

311.6 Except for necessary valves, where inter-membering or mixing of dissimilar metals occurs, the point of connection shall be confined to exposed or accessible locations.

311.7 Valves, pipes, and fittings shall be installed in correct relationship to the direction of flow.

311.8 Screwed Fittings. Screwed fittings shall be ABS, cast-iron, copper, copper alloy, malleable iron, PVC, steel, or other approved materials. Threads shall be tapped out of solid metal or molded in solid ABS or PVC.

311.9 [OSHPD 1, 2, 3 & 4] Drainage piping over operating and delivery rooms, nurseries, food preparation centers, food-serving facilities, food storage areas, and other sensitive areas shall be kept to a minimum and shall not be exposed. Special precautions shall be taken to protect these areas from possible leakage from necessary overhead drainage piping systems. Piping over switchboards, panel boards, and motor control centers are subject to restrictions of the California Electrical Code where applicable.

311.10 [OSHPD 1, 3 & 4] Floor drains shall not be installed in operating and delivery rooms. Floor drains with self-priming traps may be installed in cystoscopic rooms.

311.11 [SFM] For applications listed in Section 1.11.0 regulated by the Office of the State Fire Marshal, plastic piping shall not be exposed as a portion of the interior room finish in a building or structure if the piping has a flame-spread rating exceeding 75 when tested in accordance with ASTM E 84-77a,“Test for Surface Burning Characteristics of Building Materials.”

311.12 [OSHPD 1, 2 & 4] Services/Systems and Utilities. Refer to Section 1224.4.1, California Building Code.

312.0 Independent Systems.

The drainage system of each new building and of new work installed in any existing building shall be separate and independent from that of any other building, and, when available,

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every building shall have an independent connection with a public or private sewer.

Exception: Where one (1) building stands in the rear of another building on an interior lot, and no private sewer is available or can be constructed to the rear building through an adjoining court, yard, or driveway, the building drain from the front building shall be permitted to be extended to the rear building.

313.0 Protection of Piping, Materials, and Structures.

313.1 Piping passing under or through walls shall be protected from breakage. Piping passing through or under cinders or other corrosive materials shall be protected from external corrosion in an approved manner. Approved provisions shall be made for expansion of hot water piping. Voids around piping passing through concrete floors on the ground shall be appropriately sealed.

313.2 Piping in connection with a plumbing system shall be so installed that piping or connections will not be subject to undue strains or stresses, and provisions shall be made for expansion, contraction, and structural settlement. No plumbing piping shall be directly embedded in concrete or masonry. No structural member shall be seriously weakened or impaired by cutting, notching, or otherwise, as defined in the Building Code.

313.3 No building sewer or other drainage piping or part thereof, constructed of materials other than those approved for use under or within a building, shall be installed under or within two (2) feet (610 mm) of any building or structure, or less than one (1) foot (305 mm) below the surface of the ground.

313.4 Piping subject to corrosion, erosion, or mechanical damage shall be protected in an approved manner.

313.5 Protectively Coated Pipe. Protectively coated pipe shall be inspected and tested, and any visible void, damage, or imperfection to the pipe coating shall be repaired to comply with Section 313.0.

313.6 No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, where necessary, adequate provision is made to protect such pipe from freezing.

313.7 Piping penetrations of fire-resistance-rated walls, partitions, floors, floor/ceiling assemblies, roof/ceiling assemblies, or shaft enclosures shall be protected in accordance with the requirements of the Building Code.

313.8 Waterproofing of Openings. Joints at the roof around pipes, ducts, or other appurtenances shall be made water-tight by the use of lead, copper, galvanized iron, or other approved flashings or flashing material. Exterior wall openings shall be made water-tight. Counterflashing shall not restrict the required internal cross-sectional area of the vent.

313.9 Plastic and copper piping penetrating a framing members to within one (1) inch (25.4 mm) of the exposed framing shall be protected by steel nail plates not less than No. 18 gauge (0.0478 inches) (1.2 mm) in thickness. The steel nail plate shall extend along the framing member not less than one and one-half (1½) inches (38 mm) beyond the outside diameter of the pipe or tubing.

Exception: See Section 1211.3.4.

313.10 Sleeves.

313.10.1 Sleeves shall be provided to protect piping through concrete and masonry walls and concrete floors.

Exception: Sleeves shall not be required where openings are drilled or bored.

313.10.2 Piping through concrete or masonry walls shall not be subject to any load from building construction.

313.10.3 In exterior walls, annular space between sleeves and pipes shall be sealed and made water-tight, as approved by the Authority Having Jurisdiction. Any penetration through fire-resistive construction shall be in accordance with Section 313.7.

313.10.4 Any pipe sleeve through a firewall shall have the space around the pipe completely sealed with an approved fire-resistive material in accordance with other codes.

313.11 Any structural member weakened or impaired by cutting, notching, or otherwise shall be reinforced, repaired, or replaced so as to be left in a safe structural condition in accordance with the requirements of the Building Code.

313.12 Ratproofing.

313.12.1 Strainer plates on drain inlets shall be designed and installed so that no opening is exceeding one-half (½) inch (12.7 mm) in the least dimension.

313.12.2 Meter boxes shall be constructed in such a manner that rats cannot enter a building by following the service pipes from the box into the building.

313.12.3 In or on buildings where openings have been made in walls, floors, or ceilings for the passage of pipes, such openings shall be closed and protected by the installation of approved metal collars securely fastened to the adjoining structure.

313.12.4 Tub waste openings in framed construction to crawl spaces at or below the first floor shall be protected by the installation of approved metal collars or metal screen securely fastened to the adjoining structure with no opening exceeding one-half (½) inch (12.7 mm) in the least dimension.

314.0 Hangers and Supports.

314.1 Suspended piping shall be supported at intervals not to exceed those shown in Table 3-2.

314.2 Piping shall be supported in such a manner as to maintain its alignment and prevent sagging.

314.3 Piping in the ground shall be laid on a firm bed for its entire length; where other support is otherwise provided, it shall be approved per Section 301.0 of this code.

314.4 Hangers and anchors shall be of sufficient strength to support the weigth of the pipe and its contents. Piping shall be isolated from incompatible materials.

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314.5 Piping, fixtures, appliances, and appurtenances shall be adequately supported in accordance with this code, the manufacturer’s installation instructions, and as required by the Authority Having Jurisdiction.

314.6 Hanger rod sizes shall be no smaller than those shown in Table 3-1.

314.7 Gas piping shall be supported by metal straps or hooks at intervals not to exceed those shown in Table 12-3.

TABLE 3-1
HANGER ROD SIZES
PIPE AND TUBE SIZEROD SIZE
(inches)mm(inches)mm
½ – 415 – 1003⁄89.5
6 – 8150 – 200½12.7
10 – 12250 – 3005⁄815.9

315.0 Trenching, Excavation, and Backfill.

315.1 Trenches deeper than the footing of any building or structure and paralleling the same shall be not less than 45 degress (0.79 rad) therefrom, or as approved per Section 301.0 of this code.

315.2 Tunneling and driving shall be permitted to be done in yards, courts, or driveways of any building site. Where sufficient depth is available to permit, tunnels shall be permitted to be used between open-cut trenches. Tunnels shall have a clear height of two (2) feet (610 mm) above the pipe and shall be limited in length to one-half (½) the depth of the trench, with a maximum length of eight (8) feet (2438 mm). When pipes are driven, the drive pipe shall be not less than one (1) size larger than the pipe to be laid.

315.3 Open Trenches. Excavations required to be made for the installation of a building drainage system or any part thereof, within the walls of a building, shall be open trench work and shall be kept open until the piping has been inspected, tested, and accepted.

315.4 Excavations shall be completely backfilled as soon after inspection as practicable. Adequate precaution shall be taken to ensure proper compactness of backfill around piping without damage to such piping. Trenches shall be backfilled in thin layers to twelve (12) inches (305 mm) above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, construction debris, or other materials that would damage or break the piping or cause corrosive action. Mechanical devices such as bulldozers, graders, etc., shall be permitted to then be used to complete backfill to grade. Fill shall be properly compacted. Suitable precautions shall be taken to ensure permanent stability for pipe laid in filled or made ground.

316.0 Joints and Connections.

316.1 Types of Joints.

316.1.1 Threaded Joints. Threads on iron pipe size (IPS) pipe and fittings shall be standard taper pipe threads in accordance with standards listed in Table 14-1. Threads on tubing shall be approved types. Threads on plastic pipe shall be factory cut or molded. Threaded plastic pipe shall be Schedule 80 minimum wall thickness. Tubing threads shall conform to fine tubing thread standards. When a pipe joint material is used, it shall be applied only on male threads, and such materials shall be approved types, insoluble in water and nontoxic. Cleanout plugs and caps shall be lubricated with water-insoluble, nonhardening material or tape. Thread tape or thread lubricants and sealants specifically intended for use with plastic shall be used on plastic threads. Conventional pipe thread compounds, putty, linseed-oil-based products, and unknown lubricants and sealants shall not be used on plastic threads.

316.1.2 Wiped Joints. Joints in lead pipe or fittings or between lead pipe or fittings and brass or copper pipe, ferrules, solder nipples, or traps shall be full-wiped joints. Wiped joints shall have an exposed surface on each side of a joint not less than three-fourths (¾) inch (19.1 mm) and not less than as thick as the material being joined. Wall or floor flange lead-wiped joints shall be made by using a lead ring or flange placed behind the joint at the wall or floor. Joints between lead pipe and cast-iron, steel, or wrought iron shall be made by means of a caulking ferrule or soldering nipple.

316.1.3 Soldered Joints. Joints in copper tubing shall be made by the appropriate use of approved copper or copper alloy fittings. Surfaces to be joined by soldering shall be cleaned bright by manual or mechanical means.

The joints shall be properly fluxed with an approved type flux and made up with approved solder. Solder and fluxes shall be manufactured to approved standards. Solders and fluxes with a lead content that exceeds two-tenths (0.02) of one (1) percent shall be prohibited in piping systems used to convey potable water.

316.1.4 Flared Joints. Flared joints for soft copper tubing shall be made with fittings meeting approved standards. The tubing shall be reamed to the full inside diameter, resized to round, and expanded with a proper flaring tool.

316.1.5 Flexible Compression Factory-Fabricated Joints. Where pipe is joined by means of flexible compression joints, such joints shall conform to approved standards and shall not be considered as slip joints.

316.1.6 Solvent Cement Plastic Pipe Joints. Plastic pipe and fittings designed to be joined by solvent cementing shall comply with applicable standards referenced in Table 14-1.

ABS pipe and fittings shall be cleaned and then joined with solvent cement(s).

CPVC pipe and fittings shall be cleaned and then joined with listed primer(s) and solvent cement(s).

Exceptions:

  1. Listed solvent cements that do not require the use of primer shall be permitted for use with CPVC pipe and fittings, manufactured in accordance with ASTM D 2846, Standard for Chlorinated Poly Plastic Hot- and Cold-Water Distribution Systems, one-half (½) inch (15 mm) through two (2) inches (50 mm) in diameter.45
  2. [HCD 1 & HCD 2] Low VOC One-Step Cement that does not require the use of primer shall be utilized with CPVC pipe and fittings, manufactured in accordance with ASTM D 2846, Standard for Chlorinated Poly Plastic Hot-and Cold-Water Distribution Systems, ½ inch through 2 inches in diameter.

PVC pipe and fittings shall be cleaned and joined with primer(s) and solvent cement(s).

A solvent cement transition joint between ABS and PVC building drain and building sewer shall be made using a listed transition solvent cement.

[HCD 1 & HCD 2] Plastic pipe and fittings joined with solvent cement shall utilize Low VOC primer(s), if a primer is required, and Low VOC solvent cement(s) as defined in Section 214.0.

316.1.7 Brazing and Welding. Brazing and welding shall conform to the applicable standard(s) in Table 14-1. Only brazing alloys having a liquid temperature above 1000°F (538°C) shall be used. Brazing on medical gas systems shall be performed by certified installers meeting the requirements of ASME Boiler and Pressure Vessel Code, Section IX, Welding and Brazing Qualifications, or AWS B2.2, Standard for Brazing Procedure and Performance Qualifications.

316.1.8 [Not permitted for OSHPD 1, 2, 3 & 4] Pressure-Lock-Type Connection. This is a mechanical connection that depends on an internal retention device to prevent pipe or tubing separation. Connection is made by inserting the pipe or tubing into the fitting to a prescribed depth.

316.1.9 [Not permitted for OSHPD 1, 2, 3 & 4] Pressed Fitting. This is a mechanical connection for joining copper tubing that uses a crimping tool to affix the O-ring seal copper or copper alloy fitting to the tubing. The tubing shall be inserted into the fitting, and the crimp shall be made using the tool recommended by the manufacturer.

316.1.10 Push-fit Fitting. A mechanical fitting where the connection is assembled by pushing the tube or pipe into the fitting and is sealed with an “O“ ring.

316.1.11 Heat Fusion Weld Joints. This type of joint is used in some thermoplastic systems to connect pipe to fittings or pipe lengths directly to one another (butt-fusion). This method of joining pipe to fittings includes socket-fusion, electro-fusion, and saddle-fusion. This method of welding involves the application of heat and pressure to the components, allowing them to fuse together forming a bond between the pipe and fitting.

316.2 Special Joints.

316.2.1 Copper Tubing to Screw Pipe Joints. Joints from copper tubing to threaded pipe shall be made by the use of brass adapter fittings. The joint between the copper tubing and the fitting shall be a soldered brazed flared, or pressed joint and the connection between the threaded pipe and the fitting shall be made with a standard pipe size screw joint. Solder shall conform to the requirements of Section 316.1.3. Brazed joints shall conform to the requirements of Section 316.1.7. Flared joints shall conform to the requirements of Section 316.1.4. Pressed joints shall conform to the requirements of Section 316.1.9.

316.2.2 Unions. Approved unions shall be permitted to be used in drainage piping when accessibly located in the trap seal or between a fixture and its trap in the vent system, except underground or in wet vents, at any point in the water supply system, and in gas piping as permitted by Section 1211.3.2(4).

316.2.3 Plastic Pipe to Other Materials. When connecting plastic pipe to other types of piping, only approved types of fittings and adapters designed for the specific transition intended shall be used.

316.2.4 Dielectric Unions. [HCD 1 & HCD 2, OSHPD 1, 2, 3 & 4] Dielectric unions shall be used at all points of connection where there is a dissimilarity of metals.

316.3 Flanged Fixture Connections.

316.3.1 Fixture connections between drainage pipes and water closets, floor outlet service sinks and urinals shall be made by means of approved brass, hard lead, ABS, PVC, or iron flanges caulked, soldered, solvent cemented; rubber compression gaskets; or screwed to the drainage pipe. The connection shall be bolted with an approved gasket, washer, or setting compound between the fixture and the connection. The bottom of the flange shall be set on an approved firm base.

316.3.2 Closet bends or stubs shall be cut off so as to present a smooth surface even with the top of the closet ring before rough inspection is called.

316.3.3 Wall-mounted water closet fixtures shall be securely bolted to an approved carrier fitting. The connecting pipe between the carrier fitting and the fixture shall be an approved material and designed to accommodate an adequately sized gasket. Gasket material shall be neoprene, felt, or similar approved types.

316.4 Prohibited Joints and Connections.

316.4.1 Drainage System. Any fitting or connection that has an enlargement, chamber, or recess with a ledge, shoulder, or reduction of pipe area that offers an obstruction to flow through the drain shall be prohibited.

316.4.2 No fitting or connection that offers abnormal obstruction to flow shall be used. The enlargement of a three (3) inch (80 mm) closet bend or stub to four (4) inches (100 mm) shall not be considered an obstruction.

317.0 Increasers and Reducers.

Where different sizes of pipes and fittings are to be connected, the proper size increasers or reducers or reducing fittings shall be used between the two sizes. Brass or cast-iron body cleanouts shall not be used as a reducer or adapter from castiron drainage pipe to iron pipe size (IPS) pipe.

318.0 Food-Handling Establishments.

Food or drink shall not be stored, prepared, or displayed beneath soil or drain pipes, unless those areas are protected

46

against leakage or condensation from such pipes reaching the food or drink as described below. Where building design requires that soil or drain pipes be located over such areas, the installation shall be made with the least possible number of joints and shall be installed so as to connect to the nearest adequately sized vertical stack with the provisions as follows:

318.1 Openings through floors over such areas shall be sealed water-tight to the floor construction.

318.2 Floor and shower drains installed above such areas shall be equipped with integral seepage pans.

318.3 Soil or drain pipes shall be of an approved material as listed in Table 14-1 and Section 701.0. Materials shall conform to established standards. Cleanouts shall be extended through the floor construction above.

318.4 Piping subject to operation at temperatures that will form condensation on the exterior of the pipe shall be thermally insulated.

318.5 Where pipes are installed in ceilings above such areas, the ceiling shall be of the removable type, or shall be provided with access panels in order to form a ready access for inspection of piping.

319.0 Test Gauges.

Tests required by this code, which are performed utilizing dial gauges, shall be limited to gauges having the following pressure graduations or incrementations.

319.1 Required pressure tests of ten (10) psi (69 kPa) or less shall be performed with gauges of one-tenth of a pound (0.10) (0.7 kPa) incrementation or less.

319.2 Required pressure tests exceeding ten (10) pounds (69 kPa) but less than or equal to one-hundred (100) psi (689 kPa) shall be performed with gauges of one (1) psi (6.9 kPa) incrementation or less.

319.3 Required pressure tests exceeding one-hundred (100) psi (689 kPa) shall be performed with gauges incremented for two (2) percent or less of the required test pressure.

319.4 Test gauges shall have a pressure range not exceeding twice the test pressure applied.

320.0 [Not permitted for OSHPD 1, 2, 3 & 4] Medical Gas and Vacuum Systems.

Such piping shall be installed, tested, and verified in compliance with the applicable standards referenced in Table 14-1 and the requirements of Chapter 13. The Authority Having Jurisdiction shall require evidence of the competency of the installers and verifiers.

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TABLE 3-2
HANGERS AND SUPPORT
MATERIALSTYPES OF JOINTSHORIZONTALVERTICAL
1 Support adjacent to joint, a maximum of eighteen (18) inches (457 mm).
2 Brace at a maximum of forty (40) feet (12 192 mm) intervals to prevent horizontal movement.
3 Support at each horizontal branch connection.
4 Hangers shall not be placed on the coupling.
5 Vertical water lines shall be permitted to be supported in accordance with recognized engineering principles with regard to expansion and contraction, when first approved by the Authority Having Jurisdiction.
6 See the appropriate IAPMO Installation Standard for expansion and other special requirements.
CastLead and Oakum5 feet (1524 mm), except 10 feet (3048 mm) where 10 foot lengths (3048 mm) are installed1,2,3Base and each floor not to exceed 15 feet (4572 mm)
Compression GasketEvery other joint, unless over 4 feet (1219 mm), then support each joint1,2,3Base and each floor a maximum of 15 feet (4572 mm)
Cast-Iron HublessShielded CouplingEvery other joint, unless over 4 feet (1219 mm), then support each joint1,2,3,4Base and each floor a maximum of 15 feet (4572 mm)
Copper Tube and PipeSoldered or Brazed1½ inches (40 mm) and smaller, 6 feet (1829 mm), 2 inches (50 mm) and larger, 10 feet (3048 mm)Each floor, a maximum of 10 feet (3048 mm)5
Steel and Brass Pipe for Water or DWVThreaded or Welded¾ inch (20 mm) and smaller, 10 feet (3048 mm), 1 inch (25 mm) and larger, 12 feet (3658 mm)Every other floor, a maximum of 25 feet (7620 mm)5
Steel, Brass, and Tinned Copper Pipe for GasThreaded or Welded½inch (15 mm), 6 feet (1829 mm), ¾ inch (20 mm) and 1 inch (25 mm), 8 feet (2438 mm), 1¼ inch (32 mm) and larger, 10 feet (3048 mm)½ inch (15 mm), 6 feet (1829 mm), ¾ inch (20 mm) and 1 inch (25 mm), 8 feet (2438 mm), 1¼ (32 mm) every floor level
Schedule 40 PVC and ABS DWVSolvent CementedAll sizes, 4 feet (1219 mm), Allow for expansion every 30 feet (9144 mm),3,6Base and each floor, Provide midstory guides. Provide for expansion every 30 feet (9144 mm).6
CPVCSolvent Cemented1 inch (25 mm) and smaller, 3 feet (914 mm), 1¼ inch (32 mm) and larger, 4 feet (1219 mm)Base and each floor Provide midstory guides.6
LeadWiped or BurnedContinuous SupportA maximum of 4 feet (1219 mm)
CopperMechanicalIn accordance with standards acceptable to the Authority Having Jurisdiction
Steel and BrassMechanicalIn accordance with standards acceptable to the Authority Having Jurisdiction
PEXMetal Insert and Metal Compression32 inches (813 mm)Base and each floor. Provide mid-story guides.
PEX-AL-PEXMetal Insert and Metal Compression½ inch (15 mm)
¾ inch (20 mm)
1 inch (25 mm) } All sizes 98 inches (2489 mm)
Base and each floor. Provide mid-story guides.
PE-AL-PEMetal Insert and Metal Compression½ inch (15 mm)
¾ inch (20 mm)
1 inch (25 mm) } All sizes 98 inches (2489 mm)
Base and each floor. Provide mid-story guides.
Polypropylene (PP)Fusion weld (socket, butt, saddle, electrofusion), threaded (metal threads only), or mechanical1 inch (25 mm) and smaller, 32 inches (813 mm); 1¼ inches (32 mm) and larger, 4 feet (1219 mm)Base and each floor. Provide mid-story guides.

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CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 4 - PLUMBING FIXTURES AND FIXTURE FITTINGS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
The state agency does not adopt sections identified by the following sysmbol: †
Adopt Entire Chapter                 
Adopt Entire Chapter as amended (amended sections listed below)X XX  XXXXXX XX X
Adopt only those sections that are listed below    XX      X    
Chapter/Section
Note Under Title     X           
402.1 & subsections  XX             
402.2 & subsections  XX             
402.3 & subsections  XX             
402.3.4        XXXX     
406.5  XX             
406.5.1             X   
407.6    X            
411.6 Exception    X            
411.7 Exceptions 3    X            
412.1        XXXX     
412.1.1     X           
412.3               
412.3.1        XXXX     
412.5               
412.6               
412.7                X
412.8                X
412.9             X   
412.10             XX  
413.0    X            
Table 4-1X XXX XXXXXX    X
Table AX     XX         
Table 4-1 Footnote 18X XX XXXXXXX     
Table 4-2X       XXXX     
Table 4-3X             X  
Table 4-4X            X   

49

50

CHAPTER 4
PLUMBING FIXTURES AND FIXTURE FITTINGS

Note: In addition the requirements of this chapter, which provide access to, or egress from, buildings or facilities where accessibility is required for applications listed in Section 109, of the California Building Code, regulated by the Division of the State Architect-Access Compliance shall also comply with Chapter 11A for public housing and Chapter 11B for public accommodations under authority cited by Gov. Code §4450 and in reference cited by Gov. Code §4450 through 4461, 12955.1 and H&SC §18949.1, 19952 through 19959.

401.0 Materials–General Requirements.

401.1 Quality of Fixtures. Plumbing fixtures shall be constructed of dense, durable, non-absorbent materials and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in this code, fixtures shall conform in quality and design to nationally recognized applicable standards included in Table 14-1.

401.2 Lead. Sheet lead shall be not less than the following: For safe pans not less than four (4) pounds per square foot (19.5 kg/m2) or one-sixteenth (1/16) of an inch (1.6 mm) thick (See Table 14-1).

401.3 Plumbing fixture fittings covered under the scope of NSF 61, Standard for Drinking Water System Components, shall comply with the requirements of NSF 61, Standard for Drinking Water System Components.

402.0 Water-Conserving Fixtures and Fittings.

402.1 Flush volumes for low-consumption and water-saver water closets and urinals shall be in accordance with applicable standards referenced in Table 14-1. [HCD 1 & HCD 2] Flow rates for shower heads and faucets shall meet the requirements of this section and applicable standards referenced in Table 14-1.

402.1.1 Shower Heads [HCD 1 & HCD 2] Shower heads shall be designed and installed so that they will not exceed a water supply flow rate of 2.5 gallons (9.4 liters) per minute measured at 80 psi.

402.1.2 Faucets [HCD 1 & HCD 2] Faucets at kitchens, lavatories, wetbars, laundry sinks, or other similar use fixtures shall be designed and manufactured so that they will not exceed a water supply flow rate of 2.2 gallons (8.3 liters) per minute measured at 60 psi.

402.2 Water Closets. Water closets, either flush tank, flushometer tank, or flushometer valve operated, shall have an average consumption of a maximum of 1.6 gallons (6.1 liters) of water per flush.

402.2.1 Water Closets after January 1, 1994 [HCD 1 & HCD 2] Water closets, either flush tank, flushometer tank, or flushometer valve operated sold or installed after January 1, 1994, shall use no more than an average of 1.6 gallons (6.1 liters) of water per flush. See Health and Safety Code Section 17921.3

402.2.2 Water Closets on or after July 1, 2011 [HCD 1 & HCD 2] Water closets, either flush tank, flushometer tank, or flushometer valve operated installed on or after July 1, 2011, shall have an effective flush volume in compliance with the following:

  1. Single Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters) when tested in accordance with ASME A112.19.2, Standard for Vitreous China Plumbing Fixtures and Hydraulic Fixtures Requirements for Water Closets and Urinals.
  2. Dual Flush Toilets - The effective flush volume shall not exceed 1.28 gallons (4.8 liters) when tested in accordance with ASME A112.19.2, Standard for vitreous China Plumbing Fixtures and Hydraulic Fixtures Requirements for Water Closets and Urinals, and ASME A112.19.14, Standard for Six-Liter Water Closets Equipped with a Dual Flushing Device.

402.2.2.1 Performance [HCD 1 & HCD 2] Water closets installed on or after July 2, 2011, shall meet or exceed the minimum performance criteria developed for certification of high-efficiency toilets under the WaterSense program sponsored by the U.S. Environmental Protection Agency (EPA).

402.2.2.2 Availability [HCD 1 & HCD 2] Between July 1, 2011, and January 1, 2014, the requirements of Section 402.2.2 may be temporarily suspended on a case by case basis by action of the enforcing agency should such agency determine that an insufficient number of water closets are available.

402.3 Urinals. Urinals shall have an average water consumption of a maximum of 1 gallon (3.8 liters) of water per flush.

402.3.1 Urinals after January 1, 1994 [HCD 1 & HCD 2] Urinals and associated flushometer valves sold or installed after January 1, 1994, shall use no more than an average of one gallon (3.8 liters) per flush. See Health and Safety Code Section 17921.3

402.3.2 Urinals on or after July 1, 2011 [HCD 1 & HCD 2] Urinals and associated flushometer valves sold or installed on or after July 1, 2011, shall use no more than 0.5 gallons (1.9 liters) per flush and meet performance criteria as established in ASME A112.19.2, Standard for Vitreous China Plumbing Fixtures and Hydraulic Fixtures Requirements for Water Closets and Urinals.

402.3.3 Nonwater Supplied Urinals (Waterless Urinals) [HCD 1 & HCD 2] Waterless urinals sold or installed in this state shall comply with all of the following requirements:

51

  1. Meet performance, testing, and labeling requirements established by ASME A112.19.19-2006, Standard for Vitreous China Nonwater Urinals, for vitreous china non-water supplied urinals.
  2. Be listed by an ANSI accredited third-party certification agency to ASME A112.19.19-2006, Standard for Vitreous China Nonwater Urinals.
  3. Follow cleaning and maintenance procedures established by the manufacturer.
  4. Conform to reference standards in Table 14-1 for non-vitreous ceramic or plastic urinal fixtures.
  5. Provide water distribution and fixture supply piping, sized as required elsewhere in this code, roughed-in immediately adjacent to each waterless urinal fixture installed.

For additional information, see Health and Safety Code Section 17921.4.

402.3.4 Nonwater Urinals. [Not adopted by OSHPD 1, 2, 3, and 4] Nonwater urinals shall be listed and comply with the applicable standards referenced in Table 14-1. Nonwater urinals shall have a barrier liquid sealant to maintain a trap seal. Nonwater urinals shall permit the uninhibited flow of waste through the urinal to the sanitary drainage system. Nonwater urinals shall be cleaned and maintained in accordance with the manufacturer's instructions after installation. Where nonwater urinals are installed they shall have a water distribution line rough in to the urinal location to allow for the installation of an approved backflow prevention device in the event of a retrofit.

402.4 Metered Faucets. Self-closing or self-closing metering faucets shall be installed on lavatories intended to serve the transient public, such as those in, but not limited to, service stations, train stations, airports, restaurants, and convention halls. Metered faucets shall deliver a maximum of 0.26 gallons (1.0 liter) of water per use.

402.5 Emergency Safety Showers. Emergency safety showers shall not be limited in their water supply flow rates.

402.6 Installation. Water-conserving fixtures shall be installed in strict accordance with the manufacturer's instructions to maintain their rated performance.

403.0 Overflows.

When any fixture is provided with an overflow, the waste shall be so arranged that the standing water in the fixture cannot rise in the overflow when the stopper is closed or remain in the overflow when the fixture is empty. The overflow pipe from a fixture shall be connected on the house or inlet side of the fixture trap, except that overflow on flush tanks shall be permitted to discharge into the water closets or urinals served by them, but it shall be unlawful to connect such overflows with any other part of the drainage system.

404.0 Strainers and Connections.

404.1 Strainers. Plumbing fixtures, other than water closets and urinals, shall be equipped with approved strainers having an approved waterway area. Strainers serving shower drains shall have a waterway equivalent to the area of the tailpiece.

404.2 Connections. Fixtures having concealed slip joint connections shall be provided with an access panel or utility space not less than twelve (12) inches (305 mm) in its least dimension and so arranged without obstructions as to make such connections accessible for inspection and repair.

404.3 Continuous wastes and fixture tailpieces shall be constructed from the materials specified in Section 701.0 for drainage piping, provided, however, that such connections where exposed or accessible shall be permitted to be of seamless drawn brass not less than No. 20 B & S Gauge (0.032 inches) (0.8 mm). Each such tailpiece, continuous waste, or waste and overflow shall be not less than one and one-half (1½) inches (40 mm) O.D. for sinks, dishwashers, laundry tubs, bathtubs, urinals, and similar fixtures, and not less than one and one-quarter (1¼) inches (32 mm) for lavatories, drinking fountains, and similar small fixtures.

404.4 Approved wye or other directional-type branch fittings shall be installed in continuous wastes connecting or receiving the discharge from food waste disposal units, dishwashers, clothes washers, or other force discharge fixtures or appliances. No dishwasher drain shall be connected to a sink tailpiece, continuous waste, or trap on the discharge side of a food waste disposal unit.

405.0 Prohibited Fixtures.

405.1 Water closets having an invisible seal or an unventilated space or having walls which are not thoroughly washed at each discharge shall be prohibited. Any water closet that might permit siphonage of the contents of the bowl back into the tank shall be prohibited. Drinking fountains shall not be installed in public toilet rooms.

405.2 Prohibited Urinals. Trough urinals and urinals with an invisible seal shall be prohibited.

Exception: Non-water urinals.

405.3 Fixed wooden, or tile wash trays or sinks for domestic use shall not be installed in any building designed or used for human habitation. No sheet metal-lined wooden bathtub shall be installed or reconnected. No dry or chemical closet (toilet) shall be installed in any building used for human habitation, unless first approved by the Health Officer.

406.0 Special Fixtures and Specialties.

406.1 Water and Waste Connections. Baptisteries, ornamental and lily ponds, aquaria, ornamental fountain basins, and similar fixtures and specialties requiring water and/or waste connections shall be submitted for approval to the Authority Having Jurisdiction prior to installation.

406.2 Restaurant kitchen and other special use sinks shall be permitted to be made of approved-type bonderized and galvanized sheet steel of not less than No. 16 U.S. gauge (0.0625 inches) (1.6 mm). Sheet-metal plumbing fixtures shall be ade-

52

quately designed, constructed, and braced in an approved manner to satisfactorily accomplish their intended purpose.

406.3 Special Use Fixtures. Special use fixtures shall be made of one of the following:

  1. Soapstone
  2. Chemical stoneware
  3. Copper-based alloy
  4. Nickel-based alloy
  5. Corrosion-resistant steel
  6. Other materials suited for the intended use of the fixture.

406.4 Zinc Alloy Components. Zinc alloy components shall meet the applicable nationally recognized standards and shall be used in accordance with their listing.

406.5 Drinking Fountains. [HCD 1 & HCD 2] Drinking fountains shall be installed and so regulated that a jet of water extending at least 2 inches (51 mm) in height from the water orifice shall be constantly available. The orifice shall not be accessible to the mouth of the drinker nor subject to immersion.

406.5.1 [DPH] Drinking fountains shall be installed and so regulated that a jet of water extending at least 2 inches (51 mm) in height from the water orifice shall be available when turned on. The orifice shall not be accessible to the mouth of the drinker nor subject to immersion.

407.0 Installation.

407.1 Cleaning. Plumbing fixtures shall be installed in a manner to afford easy access for repairs and cleaning. Where practical, pipes from fixtures shall be run to the nearest wall.

407.2 Joints. Where a fixture comes in contact with the wall or floor, the joint between the fixture and the wall or floor shall be made water-tight.

407.3 Securing Fixtures. Floor-outlet or floor-mounted fixtures shall be rigidly secured to the drainage connection and to the floor, when so designed, by screws or bolts of copper, brass, or other equally corrosion-resistant material.

407.4 Wall-Hung Fixtures. Wall-hung fixtures shall be rigidly supported by metal supporting members so that no strain is transmitted to the connections. Flush tanks and similar appurtenances shall be secured by approved non-corrosive screws or bolts.

407.5 Setting. Fixtures shall be set level and in proper alignment with reference to adjacent walls. No water closet or bidet shall be set closer than fifteen (15) inches (381 mm) from its center to any side wall or obstruction nor closer than thirty (30) inches (762 mm) center to center to any similar fixture. The clear space in front of any water closet or bidet shall be not less than twenty-four (24) inches (610 mm). No urinal shall be set closer than twelve (12) inches (305 mm) from its center to any side wall or partition nor closer than twenty-four (24) inches (610 mm) center to center.

Exception: The installation of paper dispensers or accessibility grab bars shall not be considered obstructions.

407.6 Installations for Persons with Disabilities. Where facilities for persons with disabilities are required in applicable building regulations, the facilities shall be installed in accordance with those regulations. [HCD 1-AC] For specific requirements regarding accommodations for persons with disabilities, see California Code of Regulations, Title 24, Part 2, Chapter 11A and/or Chapter 11B as applicable.

407.7 Supply Fittings. The supply lines and fittings for every plumbing fixture shall be so installed as to prevent backflow as required in Chapter 6.

408.0 Water Closets.

408.1 Water closet bowls for public use shall be of the elongated type. In nurseries, schools, and other similar places where plumbing fixtures are provided for the use of children less than six (6) years of age, water closets shall be of a size and height suitable for children's use. Water closets shall be equipped with seats as required below.

408.2 Water Closet Seats.

408.2.1 Water closet seats shall be of smooth, non-ab-sorbent material. Seats for public use shall conform to the applicable standard referenced in Table 14-1.

408.2.2 Water closet seats, for public use, shall be of the elongated type and either of the open front type or have an automatic seat cover dispenser.

408.2.3 Water closet seats shall be properly sized for the water closet bowl type.

408.3 Securing Floor-Mounted, Back-Outlet Water Closet Bowls. Floor-mounted, back-outlet water closet bowls shall be set level with an angle of ninety (90) degrees (1.57 rad) between the floor and wall at the centerline of the fixture outlet. The floor and wall shall have a flat mounting surface not less than five (5) inches (127 mm) to the right and left of the fixture outlet centerline. The fixture shall be secured to the wall outlet flange or drainage connection and to the floor by corrosion-resistant screws or bolts. The closet flange shall be secured to a firm base.

Where floor-mounted, back-outlet water closets are used, the soil pipe shall be not less than three (3) inches (80 mm) in diameter. Offset, eccentric, or reducing floor flanges shall not be used.

408.4 Closet Rings (Closet Flanges).

408.4.1 Closet rings (closet flanges) for water closets or similar fixtures shall be of an approved type and shall be bronze, copper, hard lead, cast-iron, galvanized malleable iron, ABS, PVC, or other approved materials. Each such closet ring (closet flange) shall be approximately seven (7) inches (178 mm) in diameter and, when installed, shall, together with the soil pipe, present a one and one-half (1½) inch (38 mm) wide flange or face to receive the fixture gasket or closet seal.

408.4.2 Caulked-on closet rings (closet flanges) shall be not less than one-fourth (¼) inch (6.4 mm) thick and not less than two (2) inches (51 mm) in overall depth.

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408.4.3 Closet rings (closet flanges) shall be burned or soldered to lead bends or stubs, shall be caulked to castiron soil pipe, shall be solvent cemented to ABS and PVC, and shall be screwed or fastened in an approved manner to other materials.

408.4.4 Closet rings (closet flanges) shall be adequately designed and secured to support fixtures connected thereto.

408.4.5 Closet screws, bolts, washers, and similar fasteners shall be of brass, copper, or other listed, equally corrosion-resistant materials. Screws and bolts shall be of adequate size and number to properly support the fixture installed.

409.0 Urinals.

Every water supply to a urinal shall be protected by an approved-type vacuum breaker or other approved backflow prevention device as described in Section 603.4.

410.0 Flushing Devices for Water Closets and Urinals.

410.1 Flushing Devices Required. Each water closet, urinal, clinic sink, or other plumbing fixture that depends on trap siphonage to discharge its waste contents shall be provided with a flushometer valve, flushometer tank, or flush tank designed and installed so as to supply water in sufficient quantity and rate of flow to flush the contents of the fixture to which it is connected, to cleanse the fixture, and to refill the fixture trap, without excessive water use. Flushing devices shall meet anti-siphon requirements required in Chapter 6.

410.2 Automatic Flushing Tanks. Tanks flushing more than one (1) urinal shall be automatic in operation and of sufficient capacity to provide the necessary volume to flush and properly cleanse urinals simultaneously. Automatically controlled flushometer valves shall be permitted to be substituted for flush tanks.

410.3 Flushometer Valves. No manually controlled flushometer valve shall be used to flush more than one (1) urinal, and each such urinal flushometer valve shall be an approved, self closing type discharging a predetermined quantity of water. Flushometers shall be installed so that they will be accessible for repair. Flushometer valves shall not be used where the water pressure is insufficient to properly operate them. When the valve is operated, it shall complete the cycle of operation automatically, opening fully and closing positively under the line water pressure. Each flushometer shall be provided with a means for regulating the flow through it.

410.4 Water Supply for Flush Tanks. An adequate quantity of water shall be provided to flush and clean the fixture served. The water supply for flushing tanks and flushometer tanks equipped for manual flushing shall be controlled by a float valve or other automatic device designed to refill the tank after each discharge and to completely shut off the water flow to the tank when the tank is filled to operational capacity. Provision shall be made to automatically supply water to the fixture so as to refill the trap seal after each flushing. The water supply to flush tanks equipped for automatic flushing shall be controlled by a suitable timing device.

410.5 Overflows in Flush Tanks. Flush tanks shall be provided with overflows discharging into the water closet or urinal connected thereto. Overflows supplied as original parts with the fixture shall be of sufficient size to prevent tank flooding at the maximum rate at which the tank is supplied with water under normal operating conditions and when installed per manufacturer's instructions.

411.0 Floor Drains and Shower Stalls.

411.1 Floor drains shall be considered plumbing fixtures, and each such drain shall be provided with an approved-type strainer having a waterway equivalent to the area of the tailpiece. Floor drains, floor receptors, and shower drains shall be of an approved type, suitably flanged to provide a water-tight joint in the floor.

411.2 Location of Floor Drains. Floor drains shall be installed in the following areas:

411.2.1 Toilet rooms containing two (2) or more water closets or a combination of one (1) water closet and one (1) urinal, except in a dwelling unit.

411.2.2 Commercial kitchens and in accordance with Section 704.3.

411.2.3 Laundry rooms in commercial buildings and common laundry facilities in multi-family dwelling buildings.

411.3 Food Storage Areas. If drains are provided in storerooms, walk-in freezers, walk-in coolers, refrigerated equipment, or other locations where food is stored, such drains shall have indirect waste piping. Separate waste pipes shall be run from each food storage area, each with an indirect connection to the building sanitary drainage system. Traps shall be provided if required under Section 801.2.2 of this code and shall be vented.

Indirect drains shall be permitted to be located in freezers or other spaces where freezing temperatures are maintained, provided that traps, when supplied, are located where the seal will not freeze. Otherwise, the floor of the freezer shall be sloped to a floor drain located outside of the storage compartment.

411.4 Floor Slope. Floors shall be sloped to floor drains.

411.5 Shower receptors are plumbing fixtures and shall conform to the general requirements contained in Section 401.0. Each such shower receptor shall be constructed of vitrified china or earthenware, ceramic tile, porcelain-enameled metal, or of such other material acceptable to the Authority Having Jurisdiction. No shower receptor shall be installed unless it conforms to acceptable standards as referenced in Table 14-1 or until a specification or a prototype or both of such receptor has first been submitted to and approval obtained from the Authority Having Jurisdiction.

411.6 Each shower receptor shall be an approved type and be so constructed as to have a finished dam, curb, or threshold that is not less than one (1) inch (25.4 mm) lower than the sides and back of such receptor. In no case shall any dam or threshold be less than two (2) inches (51 mm) or exceeding nine (9) inches (229 mm) in depth when measured from the

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top of the dam or threshold to the top of the drain. Each such receptor shall be provided with an integral nailing flange to be located where the receptor meets the vertical surface of the finished interior of the shower compartment. The flange shall be water-tight and extend vertically not less than one (1) inch (25.4 mm) above the top of the sides of the receptor. The finished floor of the receptor shall slope uniformly from the sides toward the drain not less than one-quarter (¼) inch per foot (20.8 mm/m), nor more than one-half (½) inch per foot (41.8 mm/m). Thresholds shall be of sufficient width to accommodate a minimum twenty-two (22) inch (559 mm) door. Shower doors shall open so as to maintain not less than a twenty-two (22) inch (559 mm) unobstructed opening for egress.

Exception: Showers that are designed to comply with the accessibility standards listed in Table 14-1. [HCD 1-AC] Specific requirements regarding accommodations for persons with disabilities are contained in California Code of Regulations, Title 24, Part 2, Chapter 11A and/or Chapter 11B as applicable. Table 14-1 does not contain the correct accessibility standards for use in California.

411.7 Shower compartments, regardless of shape, shall have a minimum finished interior of one thousand and twenty-four (1,024) square inches (0.66 m2) and shall also be capable of encompassing a thirty (30) inch (762 mm) circle. The minimum required area and dimensions shall be measured at a height equal to the top of the threshold and at a point tangent to its centerline. The area and dimensions shall be maintained to a point of not less than seventy (70) inches (1,778 mm) above the shower drain outlet with no protrusions other than the fixture valve or valves, shower head, soap dishes, shelves, and safety grab bars or rails. Fold-down seats in accessible shower stalls shall be permitted to protrude into the thirty (30) inch (762 mm) circle.

Exceptions:

  1. Showers that are designed to comply with Chapter 11A or 11B of the California Building Code.
  2. The minimum required area and dimension shall not apply for a shower receptor having overall dimensions of not less than thirty (30) inches (762 mm) in width and sixty (60) inches (1,524 mm) in length.
  3. [HCD 1-AC] Specific requirements regarding accommodations for persons with disabilities are contained in California Code of Regulations, Title 24, Part 2, Chapter 11A and/or Chapter 11B as applicable. ICC/ANSI A117.1, Standard for Accessible and Usable Buildings and Facilities, does not contain the correct accessibility standards for use in California.

411.8 When the construction of on-site built-up shower receptors are permitted by the Authority Having Jurisdiction, receptors built directly on the ground shall be water-tight and shall be constructed from approved-type dense, nonabsorbent and noncorrosive materials. Each such receptor shall be adequately reinforced, shall be provided with an approved flanged floor drain designed to make a water-tight joint in the floor, and shall have smooth, impervious, and durable surfaces.

Shower receptors shall have the subfloor and rough side of walls to a height of not less than three (3) inches (76 mm) above the top of the finished dam or threshold shall be first lined with sheet plastic,* lead,* or copper,* or shall be lined with other durable and water-tight materials. Showers that are provided with a built in place, permanent seat or seating area that is located within the shower enclosure, shall be first lined with sheet plastic,* lead,* copper,* or shall be lined with other durable and water-tight materials that extend not less than three (3) inches (76 mm) above horizontal surfaces of the seat or the seating area.

Lining materials shall be pitched one-quarter (¼) inch per foot (20.8 mm/m) to weep holes in the subdrain of a smooth and solidly formed subbase. Such lining materials shall extend upward on the rough jambs of the shower opening to a point not less than three (3) inches (76 mm) above the horizontal surfaces of the seat or the seating area, the top of the finished dam or threshold and shall extend outward over the top of the permanent seat, permanent seating area, or rough threshold and be turned over and fastened on the outside face of both the permanent seat, permanent seating area, or rough threshold and the jambs.

Nonmetallic shower subpans or linings shall be permitted to be built up on the job site of not less than three (3) layers of standard, grade fifteen (15) pound (6.8 kg) asphalt-impregnated roofing felt. The bottom layer shall be fitted to the formed subbase and each succeeding layer thoroughly hot-mopped to that below. Corners shall be carefully fitted and shall be made strong and water-tight by folding or lapping, and each corner shall be reinforced with suitable webbing hot-mopped in place.

Folds, laps, and reinforcing webbing shall extend not less than four (4) inches (102 mm) in all directions from the corner, and webbing shall be of approved type and mesh, producing a tensile strength of not less than fifty (50) psi (344.7 kPa) in either direction. Nonmetallic shower subpans or linings shall be permitted to consist of multilayers of other approved equivalent materials suitably reinforced and carefully fitted in place on the job site as elsewhere required in this section.

Linings shall be properly recessed and fastened to approved backing so as not to occupy the space required for the wall covering and shall not be nailed or perforated at any point that is less than one (1) inch (25.4 mm) above the finished dam or threshold. An approved-type subdrain shall be installed with every shower subpan or lining. Each such subdrain shall be of the type that sets flush with the subbase and shall be equipped with a clamping ring or other device to make a tight connection between the lining and the drain. The subdrain shall have weep holes into the waste line. The weep holes located in the subdrain clamping ring shall be protected from clogging.

Shower lining materials shall conform to approved standards acceptable to the Authority Having Jurisdiction.

*Note: Lead and copper subpans or linings shall be insulated from conducting substances other than their connecting drain by fifteen (15) pound (6.8 kg) asphalt felt or its equivalent,

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and no lead pan or liner shall be constructed of material weighing less than four (4) pounds per square foot (19.5 kg/m2). Copper pans or liners shall be not less than No. 24 B & S Gauge (0.02 inches) (0.5 mm). Joints in lead pans or liners shall be burned. Joints in copper pans or liners shall be soldered or brazed. Plastic pans shall not be coated with asphalt-based materials.

411.8.1 Tests for Shower Receptors. Shower receptors shall be tested for water-tightness by filling with water to the level of the rough threshold. The test plug shall be so placed that both upper and under sides of the subpan shall be subjected to the test at the point where it is clamped to the drain.

411.9 Floors of public shower rooms shall have a nonskid surface and shall be drained in such a manner that wastewater from one bather shall not pass over areas occupied by other bathers. Gutters in public or gang shower rooms shall have rounded corners for easy cleaning and shall be sloped not less than two (2) percent toward drains. Drains in gutters shall be spaced at a maximum of eight (8) feet (2,438 mm) from sidewalls nor more than sixteen (16) feet (4,877 mm) apart.

411.10 Location of Valves and Heads. Control valves and showerheads shall be located on the sidewall of shower compartments or otherwise arranged so that the showerhead does not discharge directly at the entrance to the compartment and the bather can adjust the valves prior to stepping into the shower spray.

411.11 Water Supply Riser. Every water supply riser from the shower valve to the showerhead outlet, whether exposed or not, shall be securely attached to the structure.

412.0 Minimum Number of Required Fixtures.

412.1 Fixture Count. Plumbing fixtures shall be provided for the type of building occupancy and in the minimum number shown in Table 4-1 [OSHPD 1, 2, 3 & 4] and Table 4-2.

412.1.1 [DSA-AC] Effective January 1, 1990, in new construction and those existing facilities which occupancy type are listed in Tables 4-1 and 4-4 for public use, which apply for permit to undertake construction, structural alterations, repairs or improvement which exceed 50 percent of the square footage of the entire facility, shall install water closets, urinals, lavatories and drinking fountains as stipulated in Tables 4-1 and 4-4 for public use. Community and/or municipal parks with a bleacher capacity not exceeding 500 seats shall be exempt from the requirements of this section and Tables 4-1 and 4-4. Each bathroom shall comply with Part 2, Chapters 11A and 11B of the California Building Code.

412.2 Access to Fixtures.

412.2.1 In multi-story buildings, accessibility to the required fixtures shall not exceed one (1) vertical story.

412.2.2 Fixtures accessible only to private offices shall not be counted to determine compliance with this section.

412.3 Separate Facilities.

Separate toilet facilities shall be provided for each sex.

Exceptions:

  1. Residential installations.
  2. In occupancies serving ten (10) or fewer people, one (1) toilet facility, designed for use by no more than one (1) person at a time, shall be permitted for use by both sexes.
  3. In business and mercantile occupancies with a total floor area of fifteen-hundred (1,500) square feet (139.4 m2) or less, one (1) toilet facility, designed for use by no more than one (1) person at a time, shall satisfy the requirements for serving customers and employees of both sexes.

412.3.1 [OSHPD 1, 2, 3 & 4] Separate toilet facilities shall be provided for the use of patients, staff personnel and visitors.

412.4 Fixture Requirements for Special Occupancies.

412.4.1 Additional fixtures may be required when unusual environmental conditions or referenced activities are encountered.

412.4.2 In food preparation areas, fixture requirements may be dictated by health codes.

412.4.3 Types of occupancy not shown in Table 4-1 shall be considered individually by the Authority Having Jurisdiction.

412.5 Facilities in Mercantile and Business Occupancies Serving Customers.

412.5.1 Requirements for customers and employees shall be permitted to be met with a single set of restrooms accessible to both groups.

The required number of fixtures shall be the greater of the required number for employees or the required number for customers.

412.5.2 Fixtures for customer use shall be permitted to be met by providing a centrally located facility accessible to several stores. The maximum distance from entry to any store to this facility shall not exceed five-hundred (500) feet (152.4 m).

412.5.3 In stores with a floor area of one-hundred and fifty (150) square feet (13.9 m2) or less, the requirement to provide facilities for employees shall be permitted to be met by providing a centrally located facility accessible to several stores. The maximum distance from entry to any store to this facility shall not exceed three-hundred (300) feet (91.4 mm).

412.6 Toilet Facilities for Workers.

Suitable toilet facilities shall be provided and maintained in a sanitary condition for the use of workers during construction.

412.7 [CA] Cosmetology. Each school shall provide public toilet rooms for each sex on the licensed premises in accordance with the California Plumbing Code, Table 4-1.

412.8 [CA] Cosmetology Establishments. Each establishment where hairdressing services are performed shall provide at least one public toilet room located on the premises in accordance with the California Plumbing Code, Table 4-1.

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412.9 [DPH] Commissaries Serving Mobile Food Preparation Units. Commissaries serving mobile food preparation units shall have at least one hose bibb. The hose bibb shall be supplied with hot and cold water and be provided with a single spout, a backflow-preventer device and shall be located on the premises of the establishment.

412.10 [DPH] Employee Lavatories in Food Establishments. Employee lavatories installed in food establishments shall be equipped with an approved single spout capable of providing tempered (100°F - 115°F) (37.8°C - 46.1°C) running water.

Note: This requirement applies only to commissaries serving mobile food preparation units.

413.0 Fixtures and Fixture Fittings for Persons with Disabilities.

Plumbing fixtures and fixture fittings for persons with disabilities shall conform to the appropriate standards referenced in Table 14-1 of this code. [HCD 1-AC] Specific requirements regarding accommodations for persons with disabilities are contained in California Code of Regulations, Title 24, Part 2, Chapter 11A and/or Chapter 11B as applicable. Table 14-1 does not contain the correct accessibility standards for use in California.

413.1 Limitation of Hot Water Temperature for Public Lavatories. Hot water delivered from public-use lavatories shall be limited to a maximum temperature of 120°F (49°C) by a device that conforms to ASSE 1070, Standard for Water Temperature Limiting Devices, or CSA B125.3, Standard for Plumbing Fittings. The water heater thermostat shall not be considered a control for meeting this provision.

414.0 Bathtubs and Whirlpool Bathtubs.

Unless otherwise listed, bathtubs and whirlpool bathtubs shall comply with the following requirements:

414.1 A removable panel shall be provided to access and remove the pump. Whirlpool pump access located in the crawl space shall be located no more than twenty (20) feet (6,096 mm) from an access door, trap door, or crawl hole.

414.2 The circulation pump shall be located above the crown weir of the trap.

414.3 The pump and the circulation piping shall be self-draining to minimize water retention in accordance with standards referenced in Table 14-1.

414.4 Suction fittings on whirlpool bathtubs shall comply with the listed standards.

414.5 Limitation of Hot Water in Bathtubs and Whirlpool Bathtubs. The maximum hot water temperature discharging from the bathtub and whirlpool bathtub filler shall be limited to 120°F (49°C) by a device that conforms to ASSE 1070, Standard for Water Temperature Limiting Devices, or CSA B125.3, Standard for Plumbing Fittings. The water heater thermostat shall not be considered a control for meeting this provision.

415.0 Installation of Fixture Fittings.

Where two (2) separate handles control the hot and cold water, the left-hand control of the faucet when facing the fixture fitting outlet shall provide the means to alter the hot water temperature from the fixture fitting.

Single-handle mixing valves shall have the flow of hot water correspond to the markings on the fitting.

416.0 Bidets.

416.1 Materials. Bidets shall conform to the standards listed in Table 14-1.

416.2 Backflow Protection. The water supply to the bidet shall be protected according to Chapter 6, which allows for an airgap or vacuum breaker.

416.3 Limitation of Water Temperature in Bidets. The maximum hot water temperature discharging from a bidet shall be limited to 110°F (43°C) by a device that conforms to ASSE 1070, Standard for Water Temperature Limiting Devices, or CSA B125.3, Standard for Plumbing Fittings. The water heater thermostat shall not be considered a control for meeting this provision.

417.0 Future Fixtures.

When provisions are made for the future installation of fixtures, those provided for shall be considered in determining the required sizes of drain pipes. Construction for future installations shall be terminated with a plugged fitting or fittings. Where the plugged fitting is at the point where the trap of a fixture is installed, the plumbing system for such fixture shall be complete and conform with the plumbing requirements of this code.

418.0 Shower and Tub-Shower Combination Control Valves.

Showers and tub-shower combinations in buildings shall be provided with individual control valves of the pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve type that provide scald and thermal shock protection. These valves shall conform to ASSE 1016, Standard for Automatic Compensating Valves for Individual Showers and Tub/Shower Combinations, or ASME A112.18.1/CSA B125.1, Standard for Plumbing Supply Fittings. Gang showers, when supplied with a single temperature-controlled water supply pipe, shall be controlled by a mixing valve that conforms to ASSE 1069, Standard for Automatic Temperature Control Mixing Valves. Handle position stops shall be provided on such valves and shall be adjusted per the manufacturer’s instructions to deliver a maximum mixed water setting of 120°F (49°C). The water heater thermostat shall not be considered a suitable control for meeting this provision.

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TABLE 4-1
MINIMUM PLUMBING FACILITIES1
Each building shall be provided with sanitary facilities, including provisions for persons with disabilities as prescribed by the Department Having Jurisdiction18. Table 4-1 applies to new buildings, additions to a building, and changes of occupancy or type in an existing building resulting in increased occupant load. Exception: New cafeterias used only by employees.
For requirements for persons with disabilities, Chapter 11A or 11B of the California Building Code, shall be used.
The total occupant load shall be determined in accordance with the [BSC, DSA-SS & DSA-SS/CC] Occupant Load Factor Table A. The type of building or occupancy shall be determined based on the actual use of the various spaces within the building. Building categories not shown in Table 4-1 shall be considered separately by the Authority Having Jurisdiction. The minimum number of fixtures shall be calculated at 50 percent male and 50 percent female based on the total occupant load.
Once the occupant load and uses are determined, the requirements of Section 412.0 and Table 4-1 shall be applied to determine the minimum number of plumbing fixtures required.
Exceptions:
  1. [HCD 1-AC & HCD 2] For applications listed in Sections 1.8.2.1.2 and 1.8.2.1.3 regulated by the Department of Housing and Community Development, each building shall be provided with sanitary facilities, including provisions for persons with disabilities as prescribed by the Department. Covered multi-family dwellings required to be accessible to persons with disabilities shall comply with California Code of Regulations, Title 24, Part 2, Chapter 11A. Permanent buildings in mobilehome parks and special occupancy parks required to be accessible by persons with disabilities, shall comply with California Code of Regulations, Title 24, Part 2, Chapter 11B.
  2. [HCD 1] For limited density owner-built rural dwelling sanitary facilities, the type, design and number of facilities as required and approved by the local health official shall be provided to the dwelling sites. It shall not be required that such facilities be located within the dwelling.
TYPE OF BUILDING2 OR OCCUPANCYWATER CLOSETS14 (FIXTURES PER PERSON)URINALS5,10 (FIXTURES PER PERSON)LAVATORIES (FIXTURES PER PERSON)BATHTUBS OR SHOWERS (FIXTURES PER PERSON)DRINKING FOUNTAINS3, 13, 17 (FIXTURES PER PERSON)
Assembly places theatres, auditoriums, convention halls, etc.– for permanent employee useMaleFemaleMaleMaleFemale  
1: 1-151: 1-150: 1-91 per 401 per 40
2: 16-353: 36-551: 10-50
3: 36-554: 36-55Add one fixture for each additional 50 males.
Over 55, add 1 fixture for each additional 40 persons.
Assembly places–theatres, auditoriums, convention Halls, etc. – for public useMaleFemaleMaleMaleFemale  
1: 1-1003: 1-501: 1-1002: 101-2002: 101-2001: 1-150
2: 101-2004: 51-1002: 101-2002: 201-4002: 201-4002: 151-400
3: 201-4008: 101-2003: 201-4003: 401-7503: 401-7503: 401-750
 11: 201-4004: 401-600Over 750, add one fixture for each additional 500 persons.Over 750, add one fixture for each additional 500 persons.
Over 400, add one fixture for each additional 500 males and 1 for each additional 125 females.Over 600, add 1 fixture for each additional 300 males.
Dormitories9– School or labor16MaleFemaleMaleMaleFemale1 per 81 per 15012
1 per 101 per 81 per 251 per 121 per 12For females, add 1 bathtub per 30. Over 150, add 1 fixture for each additional 50 males.
Add 1 fixture for each additional 25 males (over 10) and 1 for each additional 20 females (over 8).Over 150, add 1 fixture for each additional 50 males.Over 12, add one fixture for each additional 20 males and 1 for each 15 additional females.
Dormitories – for staff use16MaleFemaleMaleMaleFemale1 per 8 
1: 1-151: 1-151 per 501 per 401 per 40
2: 16-353: 16-35
3: 36-554: 36-55
Over 55, add 1 fixture for each additional 40 persons.
Dwellings4     
Single dwelling1 per dwelling1 per dwelling1 per dwelling
Multiple dwelling or apartment house161 per dwelling or apartment unit1 per dwelling1 per dwelling or apartment unit
Hospital waiting rooms1 per room 1 per room 1 per 15012
Hospitals – for employee useMaleFemaleMaleMaleFemale  
1: 1-151: 1-150: 1-91 per 401 per 40
2: 16-353: 16-351: 10-50
3: 36-554: 36-55Add one fixture for each additional 50 males.
Over 55, add 1 fixture for each additional 40 persons.58
Hospitals  1 per room1 per room1 per 15012
Individual room1 per room1 per 10 patients1 per 20 patients 
Ward room1 per 8 patients  
Industrial6 warehouses, workshops, foundries, and similar establishments – for employee useMaleFemale Up to 100, 1 per 10 persons1 shower for each 15 persons exposed to excessive heat or to skin contamination with poisonous, infectious, or irritating material1 per 15012
1: 1-101: 1-10
2: 11-252: 11-25
3: 26-503: 26-50Over 100, 1 per 15 persons7,8
4: 51-754: 51-75
5: 76-1005: 76-100
Over 100, add 1 fixture for each additional 30 persons.
Institutional – other than hospitals or penal institutions (on each occupied floor)MaleFemaleMaleMaleFemale1 per 81 per 15012
1 per 251 per 200: 1-91 per 101 per 10
 1: 10-50 
Add one fixture for each additional 50 males.
Institutional – other than hospitals or penal institutions (on each occupied floor) – for employee useMaleFemaleMaleMaleFemale1 per 81 per 15012
1: 1-151: 1-150: 1-91 per 401 per 40
2: 16-353: 16-351: 10-50  
3: 36-554: 36-55Add one fixture for each additional 50 males.
Over 55, add 1 fixture for each additional 40 persons.
Office or public buildingsMaleFemaleMaleMaleFemale 1 per 15012
1: 1-1003: 1-501: 1-1001: 1-2001: 1-200
2: 101-2004: 51-1002: 101-2002: 201-4002: 201-400
3: 201-4008: 101-2003: 201-4003: 401-7503: 401-750
 11: 201-4004: 401-600Over 750, add one fixture for each additional 500 persons.
Over 400, add one fixture for each additional 500 males and 1 for each additional 150 females.Over 600, add 1 fixture for each additional 300 males.
Office or public buildings – for employee useMaleFemaleMaleMaleFemale  
1: 1-151: 1-150: 1-91 per 401 per 40
2: 16-353: 16-351: 10-50  
3: 36-554: 36-55Add one fixture for each additional 50 males.
Over 55, add 1 fixture for each additional 40 persons.
Penal institutions – for employee useMaleFemaleMaleMaleFemale 1 per 15012
1: 1-151: 1-150: 1-91 per 401 per 40
2: 16-353: 16-351: 10-50 
3: 36-554: 36-55Add one fixture for each additional 50 males.
Over 55, add 1 fixture for each additional 40 persons.
Penal institutions – for prison use   1 per 16 
Cell1 per cellMale1 per cell 1 per cell block floor
Exercise room1 per exercise room1 per exercise room1 per exercise room
Exercise Area1 per 201 per 201 per exercise room
    Access to drinking fountain
Agriculture BuildingsAt least 1 At least 1  
Milking BarnsMaleFemale
Meat and Poultry1: 1-151: 1-15
Inspection Bldgs2: 16-352: 16-35
3: 36-553: 36-55
4: 56-804: 56-80
1 for each additional 30 persons in excess of 80
Schools of CosmetologyMaleFemale At least 1  
At least 1At least 2
*Per installation
Cosmetological Establishments*At least 1*At least 1    
*Per installation59
Corrections Standards Authority     
Juvenile Halls1 per 61 per 101 per 6Access to drinking fountain
Camp1 per 101 per 101 per 7Access to drinking fountain
Corrections Standards     
Authority1 per 81 per 81 per 20
Local Detention Facilites11
Locked Sleeping Rooms19
Public or professional offices15Same as Office or Public Buildings for employee use15Same as Office or Public Buildings for employee use15Same as Office or Public Buildings for employee use15 Same as Office or Public Buildings for employee use17
Restaurants, pubs, and lounges11,15MaleFemaleMaleMaleFemale  
1: 1-501: 1-501: 1-1501: 1-1501: 1-150
2: 51-1502: 51-150Over 150, add 1 fixture for each additional 150 males.2: 151-2002: 151-200
3: 151-3004: 151-3003: 201-4003: 201-400
Over 300, add 1 fixture for each additional 200 persons.Over 400, add 1 fixture for each additional 400 persons.
Retail or Wholesale StoresMaleFemaleMaleOne for each two water closets 0: 1-3017
1:1-1001:1-250:0-251:31-150
2:101-2002:26-1001:26-100One additional drinking fountain for each 150 persons thereafter
3: 201-4004: 101-2002:101-200
6: 201-3003:201-400
8: 301-4004:401-600
Over 400, add one fixture for each additional 500 males and one for each 150 femalesOver 600, add one fixture for each additional 300 males
Schools – for staff useMaleFemaleMaleMaleFemale  
1: 1-151: 1-151 per 501 per 401 per 40
All schools2: 16-352: 16-35
3: 36-553: 36-55
Over 55, add 1 fixture for each additional 40 persons.
Schools – for student useMaleFemale MaleFemale 1 per 15012
1:1-201:1-201:1-251:1-25
Nursery2: 21-502: 21-502: 26-502: 26-50
Over 50, add 1 fixture for each additional 50 persons.Over 50, add 1 fixture for each additional 50 persons.
ElementaryMaleFemaleMaleMaleFemale 1 per 15012
1 per 301 per 251 per 751 per 351 per 35
SecondaryMaleFemaleMaleMaleFemale 1 per 15012
1 per 401 per 301 per 351 per 401 per 40
Others (colleges, universities, adult centers, etc.)MaleFemaleMaleMaleFemale 1 per 15012
1 per 401 per 301 per 351 per 401 per 40
Worship places educational and activities UnitMaleFemaleMale1 per 2 water closets 1 per 15012
1 per 1501 per 751 per 150
Worship places principal assembly placeMaleFemaleMale1 per 2 water closets 1 per 15012
1 per 1501 per 751 per 15060
1 The figures shown are based upon one (1) fixture being the minimum required for the number of persons indicated or any fraction thereof.
2 Building categories not shown on this table shall be considered separately by the Authority Having Jurisdiction.
3 Drinking fountains shall not be installed in toilet rooms.
4 Laundry trays. One (1) laundry tray or one (1) automatic washer standpipe for each dwelling unit or one (1) laundry tray or one (1) automatic washer standpipe, or combination thereof, for each twelve (12) apartments. Kitchen sinks, one (1) for each dwelling or apartment unit.
5 For each urinal added in excess of the minimum required, one water closet shall be permitted to be deducted. The number of water closets shall not be reduced to less than two-thirds (2/3) of the minimum requirement.
6 As required by PSAI Z4.1, Sanitation in Places of Employment.
7 Where there is exposure to skin contamination with poisonous, infectious, or irritating materials, provide one (1) lavatory for each five (5) persons.
8 Twenty-four (24) lineal inches (610 mm) of wash sink or eighteen (18) inches (457 mm) of a circular basin, when provided with water outlets for such space, shall be considered equivalent to one (1) lavatory.
9 Laundry trays, one (1) for each fifty (50) persons. Service sinks, one (1) for each hundred (100) persons.
10 General, In applying this schedule of facilities, consideration shall be given to the accessibility of the fixtures. Conformity purely on a numerical basis may not result in an installation suited to the needs of the individual establishment. For example, schools should be provided with toilet facilities on each floor having classrooms.
a. Surrounding materials, wall, and floor space to a point two (2) feet (610 mm) in front of urinal lip and four (4) feet (1,219 mm) above the floor, and not less than two (2) feet (610 mm) to each side of the urinal shall be lined with non-absorbent materials.
Trough urinals shall be prohibited.
11 A restaurant is defined as a business that sells food to be consumed on the premises.
The number of occupants for a drive-in restaurant shall be considered as equal to the number of parking stalls.
Hand-washing facilities shall be available in the kitchen for employees.
12 Where food is consumed indoors, water stations shall be permitted to be substituted for drinking fountains. Offices, or public buildings for use by more than six (6) persons shall have one (1) drinking fountain for the first one-hundred fifty (150) persons and one (1) additional fountain for each three-hundred (300) persons thereafter.
13 There shall be at least one (1) drinking fountain per occupied floor in schools, theatres, auditoriums, dormitories, offices, or public buildings.
14 The total number of water closets for females shall be equal to the total number of water closets and urinals required for males. This requirement shall not apply to Retail or Wholesale Stores.
15 For smaller-type Public and Professional Offices such as banks, dental offices, law offices, real estate offices, architectural offices, engineering offices, and similar uses. A public area in these offices shall use the requirements for Retail or Wholesale Stores.
16 Recreation or community room in multiple dwellings or apartment buildings, regardless or their occupant load, shall be permitted to have separate single accommodation facilities in common-use areas within tracts or multi-family residential occupancies where the use of these areas is limited exclusively to owners, residents, and their guests. Examples are community recreation or multi-purpose areas in apartments, condos, townhouses, or tracts.
17 A drinking fountain shall not be required in occupancies of 30 or less. When a drinking fountain is not required, then footnotes 3, 12, and 13 are not applicable.
18 [BSC, DSA-AC, DSA-SS, DSA-SS/CC, HCD 1 & HCD 2 & OSHPD 1, 2, 3 & 4] In accordance with Sections 1.8.7 and 301.2, the Authority Having Jurisdiction may approve alternative design criteria when determining the minimum number of plumbing fixtures.
19 Fixtures need to not be located within the locked room provided a communication system or procedure is in effect to give the minor immediate access to a lavatory, toilet and drinking fountain.

61

TABLE A.
OCCUPANT LOAD FACTOR:[BSC, DSA-SS & DSA-SS/CC]
OCCUPANCY*,**OCCUPANT LOAD FACTOR (square feet) (CBC 2001, Table A-29A)
Group A
1. Auditoriums, convention halls, dance floors, lodge rooms, stadiums, and casinos (where no fixed seating is provided) (use ½ “one-half” the number of fixed seating)
15
2. Conference rooms, dining rooms, drinking establishments, exhibit rooms, gymnasiums, lounges, stages, and similar uses, including restaurants classified as Group B occupancies30
3. Worship places; principal assembly area, educational and activity unit (where no fixed seating is provided) (use ½ “one-half” the number of fixed seating)30
Group B
Office or public buildings (area accessible to the public)
200
Group E
Schools for day care, elementary, secondary
50
Educational Facilities Other than Group E
Colleges, universities, adult centers, etc.
50
Group F
Workshops, foundries and similar establishments
2,000
Group H
Hazardous materials fabrication and storage
2,000
Group I
Hospital general use area, health care facilities
200
Group M
Retail or wholesale stores
200
Group R
Congregate residence, Group R-1
200
Group S
Warehouse
5,000
* Any uses not specifically listed shall be based on similar uses listed in this table.
* * For building or space with mixed occupancies, use appropriate occupancy group for each area (for example, a school may have an “A” occupancy for the gymnasium, a “B” occupancy for the office, an “E” occupancy for the classrooms, etc.). Accessory areas may be excluded (for example: hallway, restroom, stair enclosure).

62

TABLE 4-2
[OSHPD 1, 2, 3 & 4] MINIMUM PLUMBING FACILITIES
SPACEHANDWASHING FIXTURESCRUB SINKSTOILETSBATHTUBS OR SHOWERSSERVICE SINKS1CLINIC SINKS
OSHPD 1      
General Acute Care Hospitals1,20and Acute Psychiatric Hospitals1,20      
Administration Space      
Lobby      
Male12 1   
Female12 1   
Airborne infection isolation rooms25 1515  
Cardiac Catheterization      
Procedure room 14  1 
Staff clothing changing areas1 11 shower  
Central Sterile Supply115     
Cesarean/Delivery Service Space      
Labor Rooms1 1919  
Recovery Room1    1
Drug distribution station1     
Cesarean operating room 210    
Delivery room 110    
Staff clothing changing areas      
Male1 11  
Female1 11  
Staff lounge toilet1 1   
LDR or LDRP room1 11  
Waiting room12 126   
Clinical Laboratory Service Space111     
Dietetic Service Space1     
Toilets and lockers  1   
Emergency Service      
Standby emergency medical service      
Lobby - public toilets1 1   
Treatment room1     
Open plan1:4 cubicles     
Patient toilet1 1   
Administrative center/nurses’ station1     
Basic emergency medical service      
Public waiting  1   
Treatment areas, more than 81 2   
Treatment room1     
Open plan1:4 cubicles     
Observation units1:4 cubicles 1:8 cubicles   
Emergency surgery, Cystoscopy, or Special procedure room117  1 
Employee Dressing Rooms      
Male12 1   
Female12 1   
Exam and treatment rooms1     
Housekeeping room1    1 63
Intensive Care Units7     1
Open plan1:3 beds     
Patient rooms281     
Staff lounge12 1   
Newborn Intensive Care Unit (NICU)1.4 bassinets17    1
Control station1     
Staff lounge12 1   
Laboratories115   1 
Laundry      
Soiled linen1     
Medicine preparation rooms or station1     
Morgue and Autopsy1   1 
Nourishment area12   1 
Nuclear Medicine      
Procedure room1     
Mold room1     
Radiotherapy      
Reception/waiting area12 1   
Nursing Service Space      
Administrative center or nurse station1 1   
Examination or treatment room1     
Patient room1     
Patient toilet and bath facilities1312 1:4 beds1:1216  
Multi-purpose rooms  12   
Central bathing facility  1   
Staff toilet room12 1   
Medicine preparation room1     
Nourishment area12   1 
Nurses' Stations27 or Administration Center1     
Nurseries      
Well Newborn1:6 bassinets     
Exam/Workrooms1     
Outpatient service space  1   
Outpatient surgery 1    
Endoscopy examination room1     
Pediatric and Adolescent Unit      
Patient room1 1   
Play areas toilet room1 1   
Central bathing toilet room1 1   
Pharmacy125 1   
Postanesthesia care units (PACU)1    1
Protective environment room25 1515  
Psychiatric Nursing Unit      
Patient room1     
Patient toilet and bath facilities1312 11:1216  
Radiological/Imaging Services Space1     
Computerized tomography (CT)1 129   
Ultrasound1 129, 30   
Angiography114, 31129   64
Fluoroscopy81 1   
Patient toilet12 1   
Staff toilets12 118   
Rehabilitation Therapy Space      
Patient Waiting area      
Male toilet room12 1   
Female toilet room12 1   
Training toilet  1   
Physical therapy service space1     
Occupational therapy service space1     
Speech pathology1     
Renal Dialysis Service Space1:4 stations    1
Bloodborne Infection Isolation Room1     
Nurses' station1     
Medication dispensing1     
Home training room1     
Repair room1   1 
Patient toilet1 1   
Staff lounge1 11 shower  
Waiting room toilet1 1   
Surgical Service Space 23    
Staff clothing change areas      
Male12 11 shower  
Female12 11 shower  
Clean-up rooms1     
Substerile area1     
Anesthesia workroom18     
Soiled workroom or soiled holding1     
Utility Room      
Clean211     
Soiled221    114
OSHPD 2      
Skilled Nursing or Intermediate Care Facilities      
Nurses' Station1     
Utility room1     
Clean121     
Soiled122    114
Patient beds1:832 1:61:20  
Administration space - public toilets  1   
Employee lockers      
Male12 1   
Female12 1   
Outpatient waiting room toilet room12 1   
Laundry1     
Dietetic service space      
Kitchen1     
Food serving area1     
Employee washroom1     
Airborne infection isolation room51 1515  65
Protective environment room515 1515  
Medicine rooms1915     
Optional services15     
Physical therapy1 1   
Occupational therapy1 1   
Speech pathology/Audiology1     
Housekeeping room1   1 
OSHPD 3      
Licensed Clinics and any freestanding building under a hospital license where outpatient clinical services are provided      
Examination and treatment rooms1     
Primary care clinic    1 
Utility room115     
Birthing Clinic1   1 
Clean-up room1     
Birthing room toilet room12 1   
Shower   1  
Housekeeping room    1 
Surgery Clinic 23  1 
Clean-up room1     
Outpatient changing12 1   
Postanesthesia recovery1     
Housekeeping room    1 
Nurses’ control area1     
Staff clothing area      
Male1 1   
Female1 1   
Chronic Dialysis    1 
Nurse station1:8 patients     
Patient toilet room12 123   
Staff lockers12 1   
Bloodborne infection isolation room25 1515  
Utility room1  1  
Home training1     
Rehabilitation Clinics      
Physical therapy space1     
Occupational therapy1     
Speech pathology/Audiology11   1 
Housekeeping room    1 
OSHPD 424      
Correctional Treatment Centers1      
Nurses’ station1     
Utility Room1     
Clean121     
Soiled122     
Patient beds1:82 1:61:12  
Employee dressing rooms      
Male12 1   
Female12 1   66
Outpatient services  1   
Airborne infection isolation room616 1616  
Protective environment room616 1616  
Medicine rooms19115     
Treatment and Exam Rooms1     
Toilets      
Patient131:82 1:61:12  
Staff12 1   
Employee dressing rooms and lockers      
Male12 1   
Female12 1   
Outpatient services      
Waiting area12 1   
Housekeeping room     1
Soiled utility room1     
Pharmacy1     
1 Each department or nursing unit shall be served by a housekeeping room equipped with a service sink. Departments may share service closets provided the departmental services are compatible. A dedicated housekeeping room shall be provided for the following services: ICU, NICU, nursery, dietary, renal dialysis and outpatient surgery.
2 Conventional spouts and controls on hot-and cold-water supplies are acceptable. Aerators are not permitted. Non-aerating laminar flow devices are permitted. Nourishment areas shall have a hand washing fixture in or immediately accessible from the nourishment area.
3 A minimum of two scrub sinks shall be provided in a surgical unit containing one operating room. Four scrub sinks shall be provided in surgical units containing two operating rooms. One additional scrub sink shall be provided per each additional operating room.
4 The scrub sink is in addition to the required number for surgeries.
5 The following fixtures shall be provided in airborne infection or protective environment rooms of hospitals only:
a. Within an adjoining toilet room, a lavatory, a shower containing a seat or a space for a shower chair, and toilet equipped with bedpan flushing attachment with a vacuum breaker.
b. A handwashing fixture within a separate anteroom.
Exceptions:1. Chemical dependency recovery hospitals. 2. In emergency department, separate toilet/shower not required.
6 The following fixtures shall be provided in isolation rooms of correctional treatment centers only:
a. Within an adjoining toilet area, a handwashing fixture, a shower containing a seat or a space for a shower chair, and water closet equipped with bedpan flushing attachment with a vacuum breaker.
b. A handwashing fixture within a separate anteroom.
7 Includes burn center spaces, acute respiratory-care service spaces, and coronary-care service space.
8 A toilet room with handwashing fixture shall adjoin each fluoroscopy room.
9 One toilet with lavatory and one shower may serve two labor rooms.
10 One additional scrub sink per cesarean or delivery operating room.
11 Provide emergency eye-wash and shower.
12 Handwashing fixtures shall be located in convenient locations throughout the space.
13 Fixtures serving individual patient rooms shall not be considered as meeting the required ratios for bedrooms not served by individual adjoining toilet or bathrooms.
14 The clinic sink may be deleted if all bedrooms in the nursing unit are provided with adjoining toilets with bedpan flushing devices.
15 Conventional controls on hot-and cold-water supplies are acceptable. The water discharge points shall be 5 inches (127 millimeters) above the fixture rim. Aerators are not permitted. Non-aerating laminar flow devices are permitted.
16 A minimum of one bathtub is required on each floor of an acute care or acute psychiatric hospital providing skilled nursing or intermediate care services.
17 In a multiple-bed room, every bed position shall be within 20 feet (6 meters) of a hands-free handwashing fixture. Where an individual room concept is used, a handwashing fixture shall be provided within each infant care room.
18 When three or more procedure rooms are provided.
19 If a separate medicine room is provided, the room shall be equipped with a sink in addition to the nurses' station handwashing fixture. Hot-water supplies are optional.
20 Chemical dependency recovery hospitals are only required to provide handwashing fixtures for exam rooms and kitchens. All other fixtures may be equipped per Footnote 2.
21 Handwashing fixtures may be deleted if room is storage and holding only.
22 Handwashing fixtures may be deleted if room is temporary holding of soiled materials.
23 Toilet shall be equipped with a bedpan flushing attachment.
24 Optional services approved by the licensing agency shall comply with the applicable space requirements of OSHPD 1 and 2.
25 Shall be provided in each separate room where open medication is handled.
26 Conveniently accessible throughout the unit.
27 Includes rooms or areas within coronary and intensive-care units and postanethesia recovery rooms.
28 Modular toilet/sink combination units located within a privacy curtain may be used within each patient space or private room. The toilet fixture shall be completely contained within cabinetry when not in use.
29 Toilet room facilities located adjacent to or in the immediate vicinity are adequate.
30 Toilet room shall be accessible from the procedure room.
31 Scrub sink shall be located outside the staff entrance to the procedure room.
32 Lavatories shall be equipped with gooseneck spouts without aerators and may have conventional controls.

67

TABLE 4-3
TYPE OF BUILDING OR OCCUPANCYWATER CLOSETS (FIXTURES PER PERSON)URINALS (TROUGH URINAL TO INDIVIDUAL URINAL EQUIVALENCE)MALELAVATORIES (FIXTURES PER PERSON)BATHTUBS OR SHOWERS FIXTURES PER PERSON)7DRINKING FOUNTAINS (FIXTURES PER PERSON)3
MALEFEMALE
Nonindustrial—office buildings, public buildings and similar establishments1 1-15
2 16-35
3 36-55
4 56-80
5 81-110
6 111-150
1 1-15
2 16-35
3 36-55
4 56-80
5 81-110
6 111-150
Length of trough urinalNumber of individual urinals1 1-15
2 16-35
3 36-60
4 61-90
5 91-125
1:10 persons per shift required to shower
1 additional for each additional 40 employees or fraction thereof24"(610 mm)
36"(914 mm)
48"(1219 mm)
60"(1524 mm)
1
2
2
3
1 additional for each additional 4 employees or fraction thereof
Industrial–factories, warehouse, loft buildings and similar establishments1 1-15
2 16-35
3 36-55
4 56-80
5 81-110
6 111-150
1 1-15
2 16-35
3 36-55
4 56-80
5 81-110
6 111-150
24"(610 mm)
36"(914 mm)
48"(1219 mm)
60"(1524 mm)
72"(1829 mm)
1
2
2
3
4
1 to 100 employees 1 per 101:10 persons per shift required to shower
1 additional for each additional 40 employees or fraction thereof Over 100 employees 1 additional for each additional 15 employees or fraction thereof
1 The figures shown are based on one fixture being the minimum required for the number of persons indicated or any fraction thereof.
2 Each water closet shall occupy a separate compartment which shall be equipped with a door, door latch and clothes hook. The door and the walls or partitions between fixtures shall be sufficient to assure privacy.
3 Drinking fountains shall not be located in toilet rooms.
4 Washing facilities shall be reasonably accessible to all employees.
5 Toilet facilities shall be accessible to the employees at all times. Where practicable, toilet facilities should be within 200 feet (61 m) of locations at which workers are regularly employed and should not be more than one floor-to-floor flight of stairs from working areas.
6 Urinals may be installed instead of water closets in toilet rooms to be used only be men provided that the number of water closets shall not be less than two thirds of the minimum number of toilet facilities specified. The length of trough urinals to the equivalent number of individual urinals shall be based on the above table.
7 When there are less than five employees, separate toilet rooms for each sex are not required provided toilet rooms can be locked from the inside and contain at least one water closet.
8 Twenty-four linear inches of wash sink or 18 inches of circular basin, when provided with water outlets for such space, shall be considered equivalent to one lavatory.
Exception: The requirements of Table 4-3 do not apply to mobile crews or to normally unattended work locations provided employees at these locations have immediately available transportation to nearby toilet facilities which meet the requirements of Table 4-3.
TABLE 4-4
TYPE OF BUILDING OR OCCUPANCY2WATER CLOSETS (FIXTURES PER PERSON)URINALS (FIXTURES PER MALE)LAVATORIES (FIXTURES PER PERSON)BATHTUBS OR SHOWERS (FIXTURES PER PERSON)DRINKING FOUNTAINS (FIXTURES PER PERSON)
Day Use Public Beaches1,2Male
1 1-100
Female
1 1-100
May be substituted for up to two-thirds of the water closets required   
No sex designated
1 1-500
Minimum of 2
Picnic AreasMale
1 1-50
Female
1 1-50
    
Overnight Use Public Beaches21 1-7.5 campsites3
1 1-7.5 campsites3
May be substituted for up to one-third of the water closets required3 1 1-12.5 composites4 
Organized Camps1 1-153 1 1-151 1-156Minimum 1 per camp
1 Toilets shall be located in accordance with actual use patterns on the beach. The reasonable intent of the toilet requirements is that it should apply on the basis of average daily use during periods of peak use. The health officer may determine how many days the population standard may be exceeded.
2 Laundry facilities are not required, but if they are provided, must be a minimum of two laundry trays or a washing machine.
3 Toilet facilities shall not be farther than 400 feet from any lot or campsite.
4 Showers are not required, but it provided, they shall be provided on the indicated ratio. Outdoor rinse-off showers may be cold water only.
5 Toilets shall be located within 300 feet from the living accommodations they serve.
6 Showers shall be provided in the living area or in a centrally located structure.
Exception: Intermittent short-term organized camps are not required to provide shower facilities, but it provided, they shall comply with this part.

68

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 5 – WATER HEATERS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX    XXXXXX       
Adopt Entire Chapter as amended (amended sections listed below) XXX             
Adopt only those sections that are listed below                 
Chapter/Section                 
508.2 XXX             

69

70

CHAPTER 5
WATER HEATERS

Part I

501.0 General.

The regulations of this chapter shall govern the construction, location, and installation of fuel-burning and other water heaters heating potable water, together with chimneys, vents, and their connectors. The minimum capacity for water heaters shall be in accordance with the first hour rating listed in Table 5-1. Design, construction, and workmanship shall be in conformity with accepted engineering practices, manufacturer's installation instructions, and applicable standards and shall be of such character as to secure the results sought to be obtained by this code. No water heater shall be hereinafter installed that does not comply in all respects with the type and model of each size thereof approved by the Authority Having Jurisdiction. A list of accepted gas appliance standards are included in Table 14-1.

502.0 Definitions.

502.1 Appliance Categorized Vent Diameter/Area. The minimum vent area/diameter permissible for Category I appliances to maintain a nonpositive vent static pressure when tested in accordance with nationally recognized standards. [NFPA 54:3.3.7]

502.2 Chimney (See also Gas Vent, and Venting System). One (1) or more passageways, vertical or nearly so, for conveying flue or vent gases to the outside atmosphere. [NFPA 54:3.3.17]

502.3 Chimney, Factory-Built. A chimney composed of listed factory-built components assembled in accordance with the terms of listing to form the complete chimney. [NFPA 54:3.3.17.2]

502.4 Chimney, Masonry. A field-constructed chimney of solid masonry units, bricks, stones, listed masonry chimney units, or reinforced portland cement concrete, lined with suitable chimney flue liners. [NFPA 54:3.3.17.3]

502.5 Chimney, Metal. A field-constructed chimney of metal. [NFPA 54:3.3.17.4]

502.6 Combustible Material. As pertaining to materials adjacent to or in contact with heat-producing appliances, vent connectors, gas vents, chimneys, steam and hot water pipes, and warm air ducts, shall mean materials made of or surfaced with wood, compressed paper, plant fibers, or other materials that are capable of being ignited and burned. Such material shall be considered combustible even though flame-proofed, fire-retardant treated, or plastered. [NFPA 54:3.3.65.1]

502.7 Direct-Vent Appliances. Appliances that are constructed and installed so that air for combustion is derived directly from the outside atmosphere and all flue gases are discharged to the outside atmosphere. [NFPA 54:3.3.6.3]

502.8 Flue Collar. That portion of an appliance designed for the attachment of a draft hood, vent connector, or venting system. [NFPA 54:3.3.45]

502.9 Gas Vent, Type B. A vent for venting-listed gas appliances with draft hoods and other Category I appliances listed for use with Type B gas vents. [NFPA 54:3.3.105.2.2]

502.10 Gas Vent, Type L. A vent for venting appliances listed for use with Type L vents and appliances listed for use with Type B gas vents. [NFPA 54:3.3.105.2.4]

502.11 Indirect-Fired Water Heater. A water heater consisting of a storage tank equipped with an internal or external heat exchanger used to transfer heat from an external source to heat potable water. The storage tank either contains heated potable water or water supplied from an external source, such as a boiler.

502.12 Vent. A passageway used to convey flue gases from the gas utilization appliances or their vent connectors to the outside atmosphere. [NFPA 54:3.3.103]

502.13 Vent Connector. The pipe or duct that connects a fuel-gas-burning appliance to a vent or chimney. [NFPA 54:3.3.106]

502.14 Venting System. A continuous open passageway from the flue collar or draft hood of a gas-burning appliance to the outside atmosphere for the purpose of removing flue or vent gases. [NFPA 54:3.3.96.6]

502.15 Water Heater. An appliance for supplying hot water for domestic or commercial purposes. [NFPA 54:3.3.55.7]

503.0 Permits.

It shall be unlawful for any person to install, remove, or replace or cause to be installed, removed, or replaced any water heater without first obtaining a permit from the Authority Having Jurisdiction to do so.

TABLE 5-11
FIRST HOUR RATING
Number of Bathrooms 1 to 1.52to2.53 to 3.5
Note:
1 The first hour rating is found on the “Energy Guide” label.
2Non-storage and solar water heaters shall be sized to meet the appropriate first hour rating as shown in the table.
Number of Bedrooms12323453456
First Hour Rating,2 Gallons4254545467678067808080

71

504.0 Inspection.

504.1 Inspection of Chimneys or Vents. This inspection shall be made after all chimneys, vents, or parts thereof, authorized by the permit, have been installed and before any such vent or part thereof has been covered or concealed.

504.2 Final Water Heater Inspection. This inspection shall be made after all work authorized by the permit has been installed. The Authority Having Jurisdiction will make such inspection as deemed necessary to be assured that the work has been installed in accordance with the intent of this code. No appliance or part thereof shall be covered or concealed until the same has been inspected and approved by the Authority Having Jurisdiction.

505.0 Water Heater Requirements.

505.1 Location. Water heater installations in bedrooms and bathrooms shall comply with one of the following [NFPA 54:10.28.1]:

  1. Fuel-burning water heaters may be installed in a closet located in the bedroom or bathroom provided the closet is equipped with a listed, gasketed door assembly and a listed self-closing device. The self-closing door assembly shall meet the requirement of Section 505.1.1. The door assembly shall be installed with a threshold and bottom door seal and shall meet the requirements of Section 505.1.2. All combustion air for such installations shall be obtained from the outdoors in accordance with Section 507.4 The closet shall be for the exclusive use of the water heater.
  2. Water heater shall be of the direct vent type. [NFPA 54:10.28.1(2)]

505.1.1 Self-Closing Doors. Self-closing doors shall swing easily and freely and shall be equipped with a self closing device to cause the door to close and latch each time it is opened. The closing mechanism shall not have a hold-open feature. [NFPA 80:6.1.4.2]

505.1.2 Gasketing. Gasketing on gasketed doors or frames shall be furnished only in accordance with the published listings of the door, frame, or gasketing material manufacturer. [NFPA 80:6.4.8]

Exception: Where acceptable to the Authority Having Jurisdiction, gasketing of non-combustible or limited-combustible material (See NFPA 220, Standard on Types of Building Construction) shall be permitted to be applied to the frame, provided closing and latching of the door are not inhibited.

505.2 Water heaters of other than the direct-vent type shall be located as close as practical to the chimney or gas vent. [NFPA 54:9.28.1.2]

505.3 Clearance.

505.3.1 The clearances shall not be such as to interfere with combustion air, draft hood clearance and relief, and accessibility for servicing. Listed water heaters shall be installed in accordance with their listings and the manufacturer's instructions. [NFPA 54:10.28.2.1]

505.3.2 Unlisted water heaters shall be installed with a clearance of twelve (12) inches (300 mm) on all sides and rear. Combustible floors under unlisted water heaters shall be protected in an approved manner. [NFPA 54:10.28.2.2]

505.4 Pressure-Limiting Devices. A water heater installation shall be provided with overpressure protection by means of an approved, listed device, installed in accordance with the terms of its listing and the manufacturer's instructions. [NFPA 54:10.28.3]

505.5 Temperature-Limiting Devices. A water heater installation or a hot water storage vessel installation shall be provided with over temperature protection by means of an approved, listed device installed in accordance with the terms of its listing and the manufacturer's instructions. [NFPA 54:10.28.4]

505.6 Temperature, Pressure, and Vacum Relief Devices. The installation of temperature, pressure, and vacuum relief devices or combinations thereof, and automatic gas shutoff devices, shall be installed in accordance with the terms of their listings and the manufacturer's instructions. A shutoff valve shall not be placed between the relief valve and the water heater or on discharge pipes between such valves and the atmosphere. The hourly Btu discharge capacity or the rated steam relief capacity of the device shall be not less than the input rating of the water heater. [NFPA 54:10.28.5]

506.0 Oil-Burning and Other Water Heaters.

506.1 Water heaters deriving heat from fuels or types of energy other than gas shall be constructed and installed in accordance with approved standards. Vents or chimneys for such appliances shall be approved types. An adequate supply of air for combustion and for adequate ventilation of heater rooms or compartments shall be provided. Each such appliance shall be installed in a location approved by the Authority Having Jurisdiction and local and state fire-prevention agencies.

506.2 Storage-type water heaters and hot water boilers deriving heat from fuels or types of energy other than gas, shall be provided with, in addition to the primary temperature controls, and over temperature safety protection device constructed, listed, and installed in accordance with nationally recognized applicable standards for such devices and a combination temperature and pressure-relief valve.

506.3 Oil-fired water heaters shall be installed in accordance with NFPA 31, Standard for the Installation of Oil-Burning Equipment.

506.4 Indirect-Fired Water Heaters.

506.4.1 Indirect-fired water heaters shall conform to applicable sections of the ASME (d=i)Boiler and Pressure Vessel Code, or to one (1) of the other applicable standards shown in Table 14-1. Each water heater shall bear a label in accordance with ASME requirements, or an approved testing agency, certifying and attesting that such an appliance has been tested, inspected and meets the requirements of the applicable standards or code.

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506.4.2 indirect-fired water heater that incorporate a single-wall heat exchanger shall meet all of the following requirements:

  1. Connected to a low-pressure hot water boiler limited to a maximum of thirty (30) psig by an approved safety or relief valve.
  2. Heater transfer medium is either potable water or contains fluids having a toxicity rating or Class of 1.
  3. Bear a label with the word “Caution,” followed by the following statements:
    1. The heat-transfer medium must be water or other nontoxic fluid having a toxic rating or class of 1 as listed in Clinical Toxicology of Commercial Products, 5th edition.
    2. The pressure of the heat-transfer medium must be limited to a maximum of thirty (30) psig (207 kPa) by an approved safety or relief valve.

    Note: The word “Caution” and the statements in letters having an uppercase height of not less than 0.120 of an inch (3.0 mm). The vertical spacing between lines of type shall be not less than 0.046 of an inch (1.2 mm). Lowercase letters shall be compatible with the uppercase letter size specification.

507.0 Air for Combustion and Ventilation.

507.1 General.

507.1.1 Air for combustion, ventilation, and dilution of flue gases for gas utilization appliances installed in buildings shall be obtained by application of one (1) of the methods covered in Sections 507.2.1 through 507.7. Gas utilization appliances of other than natural draft and Category I vented appliances shall be provided with combustion, ventilation, and dilution air in accordance with the appliance manufacturer's instruction. Where infiltration does not provide the necessary air, outdoor air shall be introduced in accordance with methods covered in Sections 507.4 through 507.7. [NFPA 54:9.3.1.1]

Exceptions:

  1. This provision shall not apply to direct-vent appliances.
  2. Type 1 clothes dryers that are provided with makeup air in accordance with section NFPA 54:10.4.3.

507.1.1.1 Clothes Dryer. A device used to dry welt laundry by means of heat derived from the combustion of fuel gases. [NFPA 54:3.3.18]

507.1.1.2 Clothes Dryer, Type 1. Primarily used in family living environment. May or may not be coinoperated for public use. [NFPA 54:3.3.18.1]

507.1.1.3 Exhausting to the Outdoors. Type 1 and Type 2 clothes dryers shall be exhausted to the outside air. [NFPA 54:10.4.2]

507.1.1.4 Provision for Make-Up Air. Make-up air shall be provided for Type 1 Clothes dryers in accordance with the manufacturer's installation instructions. [NFPA 54:10.4.3.1]

507.1.2 Gas appliances of other than natural draft design and other than Category I vented appliances shall be provided with combustion, ventilation, and dilution air in accordance with the appliance manufacturer' instructions. [NFPA 54:9.3.1.2]

507.1.3 Where used, a draft hood or a barometric draft regulator shall be installed in the same room or enclosure as the appliance served so as to prevent any difference in pressure between the hood or regulator and the combustion air supply. [NFPA 54:9.3.1.4]

507.1.4 Makeup air requirements for the operation of exhaust fans, kitchen ventilation systems, clothes dryers, and fireplaces shall be considered in determining the adequacy of a space to provide combustion air requirements. [NFPA 54:9.3.1.5]

507.2 Indoor Combustion Air. The required volume of indoor air shall be determined in accordance with Sections 507.2.1 or 507.2.2 except that where the air infiltration rate is known to be less than 0.40 ACH, Section 507.2.2 shall be used. The total required volume shall be the sum of the required volume calculated for all appliances located within the space. Rooms communicating directly with the space in which the appliances are installed through openings not furnished with doors, and through combustion air openings sized and located in accordance with Section 507.3 are considered a part of the required volume. [NFPA 54:9.3.2]

507.2.1 Standard Method. The required volume shall be not less than fifty (50) cubic feet per 1,000 Btu/hour (4.8 m3/kW). [NFPA 54:9.3.2.1]

507.2.2 Known Air Infiltration Rate Method. Where the air infiltration rate of a structure is known, the minimum required volume shall be determined as follows [NFPA 54:9.3.2.2]:

  1. For appliances having other than fan-assisted, combustion systems: calculate using Equation 5-1 but not less than thirty-five (35) cubic feet per 1,000 Btu/hour (3.4 m3/kW). [NFPA 54:9.3.2.2(1)]
  2. For fan-assisted combustion system appliances, calculate using Equation 5-2 but not less than twentyfive (25) cubic feet per 1,000 Btu/hour (2.4 m3/kW). [NFPA 54:9.3.2.2(2)]

Image

Image

where:

Iother=All appliance other than fan-assisted input in Btu/hour

Ifan = Fan-assisted appliance input in Btu/hour

ACH = Air change per hour (Percent of volume of space exchanged per hour, expressed as a decimal)

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507.3 Indoor Opening Size and Location. Openings used to connect indoor spaces shall be sized and located in accordance with the following [NFPA 54:9.3.2.3]:

  1. Combining spaces on the same story. Each opening shall have a free area of not less than one (1) square inch/1,000 Btu/h (2,200 mm2/kW) of the total input rating of all gas utilization appliances in the space, but not less than one-hundred (100) square inches (0.06 m2). One (1) opening shall commence within twelve (12) inches (300 mm) of the top, and one (1) opening shall commence within twelve (12) inches (300 mm) of the bottom of the enclosure [see Figure 5-7]. The dimension of air openings shall be not less than three (3) inches (80 mm). [NFPA 54:9.3.2.3(1)]
  2. Combining spaces in different stories. The volumes of spaces in different stories shall be considered as communicating spaces where such spaces are connected by one (1) or more openings in doors or floor having a total free area of not less than two (2) square inches/1,000 Btu/h (4,400 mm2/KW) of total input rating of all gas utilization appliances. [NFPA 54:9.3.2.3(2)]

507.4 Outdoor Combustion Air. Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with methods Sections 507.4.1 or 507.4.2. The dimension of air openings shall be not less than three (3) inches (80 mm). [NFPA 54:9.3.3]

507.4.1 Two Permanent Opening Method. Two (2) permanent openings, one (1) commencing within twelve (12) inches (300 mm) of the top and one (1) commencing within twelve (12) inches (300 mm) of the bottom of the enclosure shall be provided. The openings shall communicate directly, or by ducts, with the outdoors or spaces that freely or by ducts, with the outdoors or spaces that freely communicate with outdoors as follows [NFPA 54:9.3.3.1]:

  1. Where directly communicating with the outdoors or where communicating to the outdoors through vertical ducts, each opening shall have a free area of not less than one (1) square inch/4000 Btu/h (550 mm2/kW) of total input rating of all appliances in the enclosure (See Figures 5-8 and 5-9). [NFPA 54:9.3.3.1(1)]
  2. Where communicating with the outdoors through horizontal ducts, each opening shall have a free area of not less than one (1) square inch/2,000 Btu/h (1,000 mm2/kW) of total input rating of all appliances in the enclosure (See Figure 5-10). [NFPA 54:9.3.3.1(2)]

507.4.2 One Permanent Opening Method. One (1) permanent opening, commencing within twelve (12) inches (30 mm) of the top of the enclosure, shall be provided. The appliance shall have clearances of not less than one (1) inch (25 mm) from the sides and back and six (6) inches (160 mm) from the front of the appliance. The opening shall directly communicate with the outdoors or shall communicate through a vertical or horizontal duct to the outdoors or spaces that freely communicate with the outdoors [see Figure 5-11] and shall have a minimum free area of the following [NFPA 54:9.3.3.2]:

  1. One (1) square inch/3,000 Btu/h (700 mm3/kW) of the total input rating of all appliances located in the enclosure, and [NFPA 54:9.3.3.2(1)]
  2. Not less than the sum of the areas of all vent connectors in the space. [NFPA 54:9.3.3.2(2)]

507.5 Combination Indoor and Outdoor Combustion Air. The use of a combination of indoor and outdoor combustion air shall be in accordance with Section 507.5.1, 507.5.2 and 507.5.3 (See example calculation in NFPA 54, National Fuel Gas Code, Annex J and this chapter— Part II). [NFPA 54:9.3.4]

507.5.1 Indoor Openings. Where used, openings connecting the interior spaces shall comply with Section 507.3. [NFPA 54:9.3.4(1)]

507.5.2 Outdoor openings shall be located in accordance with Sections 507.4.1 or 507.4.2. [NFPA 54:9.3.4(2)]

507.5.3 Outdoor Openings Size. The outdoor openings size shall be calculated in accordance with the following [NFPA 54:9.3.4(3)]:

  1. The ratio of interior spaces shall be the available volume of communicating spaces divided by the required volume.
  2. The outdoor size reduction factor shall be one (1) minus the ratio of interior spaces.
  3. The Minimum size of outdoor openings shall be the full size of outdoor openings calculated in accordance with Sections 507.4.1 or 507.4.2, multiplied by the reduction factor. The dimension of air openings shall be not less than three (3) inches (80 mm). [NFPA 54:9.3.4(3)(c)]

507.6 Engineered Installations. Engineered combustion air installation shall provide an adequate supply of combustion, ventilation, and dilution air and shall be approved by the Authority Having Jurisdiction. [NFPA 54:9.3.5]

507.7 Mechanical Combustion Air Supply. Where combustion air is provided by a mechanical air supply system, the combustion air shall be supplied from outdoors at the minimum rate of 0.35 cubic feet/min per 1,000 Btu/h (0.034 m3/min per kW) for appliance located within the space.[NFPA 54:9.3.6]

507.7.1 Where exhaust fans are installed, additional air shall be provided to replace the exhausted air. [NFPA 54:9.3.6.1]

507.7.2 Each of the appliances served shall be interlocked to the mechanical air supply system to prevent main burner operation where the mechanical air supply system is not in operation. [NFPA 54:9.3.6.2]

507.7.3 Where combustion air is provided by the building's mechanical ventilation system, the system shall provide the specified combustion air rate in addition to the required ventilation air. [NFPA 54:9.3.6.3]

507.8 Louvers, Grilles, and Screens.

  1. Louvers and Grilles. The required size of openings for combustion, ventilation, and dilution air shall be based 74on the net free area of each opening. Where the free area through a design of louver or grille is known, it shall be used in calculating the size opening required to provide the free area specified. Where the design and free area are not known, it shall be assumed that wood louvers will have 25 percent free area and metal louvers and grilles will have 75 percent free area. Nonmotorized louvers and grilles shall be fixed in the open position. [NFPA 54:9.3.7.1]
  2. Minimum Screen Mesh Size. Screens shall be not less than one-fourth (¼) inch mesh. [NFPA 54:9.3.7.2]
  3. Motorized louvers shall be interlocked with the appliance so they are proven in the full open position prior to main burner ignition and during main burner operation. Means shall be provided to prevent the main burner from igniting should the louver fail to open during burner startup and to shut down the main burner if the louvers close during burner operation. [NFPA 54:9.3.7.3]

507.9 Combustion Air Ducts. Combustion air ducts shall comply with the following:

  1. Ducts shall be of galvanized steel or a material having equivalent corrosion resistance, strength, and rigidity. [NFPA 54:9.3.8.1]

    Exception: Within dwelling units, unobstructed stud and joist spaces shall not be prohibited from conveying combustion air, provided that not more than one (1) fireblock is removed.

  2. Ducts shall terminate in an unobstructed space, allowing free movement of combustion air to the appliances. [NFPA 54:9.3.8.2]
  3. Ducts shall serve a single space. [NFPA 54:9.3.8.3]
  4. Ducts shall not service both upper and lower combustion air openings where both such openings are used. The separation between ducts serving upper and lower combustion air openings shall be maintained to the source of combustion air. [NFPA 54:9.3.8.4]
  5. Ducts shall not be screened where terminating in an attic space. [NFPA 54:9.3.8.5]
  6. Intakes for combustion air ducts located exterior to the building shall have the lowest side of the combustion air intake openings located at least twelve (12) inches (300 mm) vertically from the adjoining finished grade level.
  7. Horizontal upper combustion air ducts shall not slope downward toward the source of combustion air. [NFPA 54:9.3.8.6]
  8. The remaining space surrounding a chimney liner, gas vent, special gas vent, or plastic piping installed within a masonry chimney flue, metal or factory-built chimney, shall not be used to supply combustion air [NFPA 54:9.3.8.7], unless it is listed and shown in the manufacturer's installation instructions.

508.0 Other Water Heater Installation Requirements.

508.1 The Authority Having Jurisdiction shall have the authority to require the use of an approved dielectric insulator on the water piping connections of water heaters and related water heating appliances.

508.2 Protection from Seismic Damage. Water heaters shall be anchored or strapped or resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one third (1/3) and lower one-third (/) of its vertical dimension. At the lower point, a minimum distance of four (4) inches (102 mm) shall be maintained above the controls with the strapping.

Note: [HCD 1 & HCD 2] Reference Health and Safety Code Section 19211(a) which addresses new, replacement, and existing water heaters.

Note: The applicable subsection of Health and Safety Code Section 19211(a) which addresses new, replacement, and existing water heaters is repeated here for clarity and reads as follows:

Section 19211(a) Notwithstanding Section 19100, all new and replacement water heaters, and all existing residential water heaters shall be braced, anchored, or strapped to resist falling or horizontal displacement due to earthquake motion. At a minimum, any water heater shall be secured in accordance with the California Plumbing Code, or modifications made thereto by a city, county, or city and county pursuant to Section 17958.5.

508.3 A water heater supported from the ground shall rest on level concrete or other approved base extending not less than three (3) inches (76 mm) above the adjoining ground level.

508.4 When a water heater is located in an attic, attic-ceiling assembly, floor-ceiling assembly, or floor-subfloor assembly where damage results from a leaking water heater, a watertight pan of corrosion-resistant materials shall be installed be neath the water heater with not less than three-quarters (¾) of an inch (20 mm) diameter drain to an approved location.

508.5 Relief Valve Discharge. Discharge from a relief valve into a water heater pan shall be prohibited.

508.6 Added or Converted Appliances. When an additional or replacement appliance is installed or an appliance is converted to gas from another fuel, the location in which the appliance is to be operated shall be checked to verify the following [NFPA 54:9.1.2]:

508.6.1 Air for combustion and ventilation is provided where required, in accordance with the provisions of Section 507.0. Where existing facilities are not adequate, they shall be upgraded to Section 507.0 specifications. [NFPA 54:9.1.2(1)]

508.6.2 The installation components and appliances meet the clearances to combustible material provisions of NFPA 54:9.2.2. It shall be determined that the installation and operation of the additional or replacement appliance does not render the remaining appliance unsafe for continued operation. [NFPA 54:9.1.2(2)]

(The following reference was extracted from NFPA 54, National Fuel Gas Code).

9.2.2 Clearance to Combustible Materials. Appliances and their vent connectors shall be installed with clearances from combustible material so their operation will

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not create a hazard to persons or property. Minimum clearances between combustible walls and the back and sides of various conventional types of appliances and their vent connectors are specified in Chapters 10 and 12. (Reference can also be made to NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances.)

508.6.3 The venting system is constructed and sized in accordance with the provisions of this chapter. Where the existing venting system is not adequate, it shall be upgraded to comply with this chapter. [NFPA 54:9.1.2(3)]

508.7 Types of Gases. It shall be determined whether the gasutilization appliance has been designed for use with the gas to which it will be connected. No attempt shall be made to convert the appliance from the gas specified on the rating plate for use with a different gas without consulting the installation instructions, the serving gas supplier, or the appliance manufacturer for complete instructions. [NFPA 54:9.1.3]

508.8 Safety Shutoff Devices for Unlisted LP-Gas Appliance Used Indoors. Unlisted gas utilization appliances for use with undiluted liquefied petroleum gases and installed indoors shall be equipped with safety shutoff devices of the complete shutoff type. [NFPA 54:9.1.4]

508.9 Use of Air or Oxygen Under Pressure. Where air or oxygen under pressure is used in connection with the gas supply, effective means such as a back-pressure regulator and relief valve shall be provided to prevent air or oxygen from passing back into the gas piping. Where oxygen is used, installation shall be in accordance with NFPA 51, Standard for the Design and Installation of Oxygen-Fuel Gas Systems for Welding, Cutting, and Allied Processes. [NFPA 54:9.1.5]

508.10 Protection of Gas Appliances from Fumes or Gases Other than Products of Combustion. Non-direct vent-type gas appliances installed in beauty shops, barbershops, or other facilities where chemicals that generate corrosive or flammable products such as aerosol sprays are routinely used shall be located in an equipment room separate or partitioned off from other areas with provisions for combustion and dilution air from outdoors. Direct vent appliances shall be installed in accordance with the appliance manufacturer’s installation instructions. [NFPA 54:9.1.6.2]

508.11 Process Air. In addition to air needed for combustion in commercial or industrial processes, process air shall be provided as required for cooling of equipment or material, controlling dew point, heating, drying, oxidation, dilution, safety exhaust, odor control, air for compressors, and for comfort and proper working conditions for personnel. [NFPA 54:9.1.7]

508.12 Building Structural Members.

508.12.1 Structural members of a building shall not pass through gas utilization appliances having an operating temperature exceeding 500°F (260°C). [NFPA 54:9.1.8.1]

508.12.2 Structural members passing through gas utilization appliances having an operating temperature of 500°F (260°C) or less shall be of noncombustible material. Building columns, girders, beams, or trusses shall not be installed within appliances, unless insulation and ventilation are provided to avoid deterioration in strength and ventilation are provided to avoid deterioration in strength and linear expansion of the building structure in either a vertical or a horizontal direction. [NFPA 54:9.1.8.2]

508.12.3 Gas utilization appliances shall be furnished either with load-distributing bases or with a sufficient number of supports to prevent damage to either the building structure or appliance. [NFPA 54:9.1.8.3]

508.12.4 At the locations selected for installation of the gas utilization appliance, the dynamic and static load carrying capacities of the building structure shall be checked to determine whether they are adequate to carry the additional loads. The appliance shall be supported and shall be connected to the piping so as not to exert undue stress on the connections. [NFPA 54:9.1.8.4]

508.13 Flammable Vapors. Gas appliances shall not be installed in areas where the open use, handling, or dispensing of flammable liquids occurs, unless the design, operation, or installation reduces the potential of ignition of the flammable vapors. Gas utilization appliances installed in compliance with Sections 508.14, 508.15, or 508.16 shall be considered to comply with the intent of this provision. [NFPA 54:9.1.9]

508.14 Installation in Residential Garages.

  1. Gas utilization appliances in residential garages and in adjacent spaces that open to the garage and are not part of the living space of a dwelling unit shall be installed so that burners and burner-ignition devices are located not less than eighteen (18) inches (450 mm) above the floor unless listed as flammable vapor ignition resistant. [NFPA 54:9.1.10.1]
  2. Such appliances shall be located or protected so it is not subject to physical damage by a moving vehicle. [NFPA 54:9.1.10.2]
  3. When appliances are installed in a separate enclosed space having access only from outside of the garage, such appliances shall be permitted to be installed at floor level, providing the required combustion air is taken from the exterior of the garage. [NFPA 54:9.1.10.3]

508.15 Installation in Commercial Garages.

508.15.1 Parking Structures. Gas utilization appliances installed in enclosed, basement, and underground parking structures shall be installed in accordance with NFPA 88A, Standard for Parking Structures. [NFPA 54:9.1.11.1]

508.15.2 Repair Garages. Gas utilization appliances installed in repair garages shall be installed in a detached building or room, separated from repair areas by walls or partitions, floors, or floor-ceiling assemblies that are constructed so as to prohibit the transmission of vapors and having a fire-resistance rating of not less than one (1) hour, and that have no openings in the wall separating the repair area within eight (8) feet (2.5 m) of the floor. Wall penetrations shall be fire-stopped. Air for combustion purposes shall be obtained from outside the building. The heating room shall not be used for the storage of combustible materials. [NFPA 54:9.1.11.2]

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Exceptions:

  1. Overhead heaters where installed not less than eight (8) ft (2.5 m) above the floor shall be permitted.
  2. Heating appliances for vehicle repair areas where there is no dispensing or transferring of Class I or Class II flammable or combustible liquids or liquefied petroleum gas shall be installed in accordance with NFPA 30A, Code for Motor Fuel Dispensing Facilities and Repair Garages. [NFPA 54:9.1.11.2]

508.16 Installation in Aircraft Hangars. Heaters in aircraft hangars shall be installed in accordance with NFPA 409, Standard on Aircraft Hangars. [NFPA 54:9.1.12]

508.17 Gas Appliance Physical Protection. Where it is necessary to locate gas utilization appliances close to a passageway traveled by vehicles or equipment, guardrails or bumper plates shall be installed to protect the appliance from damage. [NFPA 54:9.1.13]

508.18 Venting of Flue Gases. Gas utilization appliances shall be vented in accordance with the provisions of this chapter and NFPA 54, National Fuel Gas Code, Chapter 12. [NFPA 54:9.1.14]

508.19 Extra Device or Attachment. No device or attachment shall be installed on any gas utilization appliance that could in any way impair the combustion of gas. [NFPA 54:9.1.15]

508.20 Adequate Capacity of Piping. When additional gas utilization appliances are being connected to a gas piping system, the existing piping shall be checked to determine if it has adequate capacity (See Section 1209.4.3). Where inadequate, the existing system shall be enlarged as necessary, or separate gas piping of adequate capacity shall be run from the point of delivery to the appliance. [NFPA 54:9.1.16]

508.21 Avoiding Strain on Gas Piping. Gas utilization appliances shall be supported and so connected to the piping as not to exert undue strain on the connections. [NFPA 54:9.1.17]

508.22 Gas Appliance Pressure Regulators. Where the gas supply pressure exceeds that at which the gas utilization appliance is designed to operate or varies beyond the design pressure limits of the appliance, a gas appliance pressure regulator shall be installed. [NFPA 54:9.1.18]

508.23 Venting of Gas Appliance Pressure Regulators. Venting of gas appliance pressure regulators shall comply with the following requirements [NFPA 54:9.1.19]:

508.23.1 Gas appliance pressure regulators requiring access to the atmosphere for successful operation shall be equipped with vent piping leading outdoors or, if the regulator vent is an integral part of the appliance, into the combustion chamber adjacent to a continuous pilot, unless constructed or equipped with a vent limiting means to limit the escape of gas from the vent opening in the event of diaphragm failure. [NFPA 54:9.1.19(1)]

508.23.2 Vent limiting means shall be employed on listed gas appliance pressure regulators only. [NFPA 54:9.1.19(2)]

508.23.3 In the case of vents leading outdoors, means shall be employed to prevent water from entering this piping and also to prevent blockage of vents by insects and foreign matter. [NFPA 54:9.1.19(3)]

508.23.4 Under no circumstances shall a regulator be vented to the gas utilization appliance flue or exhaust system. [NFPA 54:9.1.19(4)]

508.23.5 In the case of vents entering the combustion chamber, the vent shall be located so the escaping a gas will be readily ignited by the pilot and the heat liberated thereby will not adversely affect the normal operation of the safety shutoff system. The terminus of the vent shall be securely held in a fixed position relative to the pilot. For manufactured gas, the need for a flame arrester in the vent piping shall be determined. [NFPA 54:9.1.19(5)]

508.23.6 Vent lines from a gas appliance pressure regulator and bleed lines from a diaphragm-type valve shall not be connected to a common manifold terminating in a combustion chamber. Vent lines shall not terminate in positive-pressure-type combustion chambers. [NFPA 54:9.1.19(6)]

508.24 Bleed Lines for Diaphragm-Type Valves. Bleed lines shall comply with the following requirements [NFPA 54:9.1.20]:

508.24.1 Diaphragm-type valves shall be equipped to convey bleed gas to the outside atmosphere or into the combustion chamber adjacent to a continuous pilot. [NFPA 54:9.1.20(1)]

508.24.2 In the case of bleed lines leading outdoors, means shall be employed to prevent water from entering this piping and also to prevent blockage of vents by insects and foreign matter. [NFPA 54:9.1.20(2)]

508.24.3 Bleed lines shall not terminate in the gas utilization appliance flue or exhaust system. [NFPA 54:9.1.20(3)]

508.24.4 In the case of bleed lines entering the combustion chamber, the bleed line shall be located so the bleed gas will be readily ignited by the pilot and the heat liberated thereby will not adversely affect the normal operation of the safety shutoff system. The terminus of the bleed line shall be securely held in a fixed position relative to the pilot. For manufactured gas, the need for a flame arrester in the bleed line piping shall be determined. [NFPA 54:9.1.20(4)]

508.24.5 Bleed lines from a diaphragm-type valve and vent lines from a gas appliance pressure regulator shall not be connected to a common manifold terminating in a combustion chamber. Bleed lines shall not terminate in positive-pressure-type combustion chambers. [NFPA 54:9.1.20(5)]

508.25 Combination of Appliances. Any combination of gas utilization appliances, attachments, or devices used together in any manner shall comply with the standard that apply to the individual appliance. [NFPA 54:9.1.21]

508.26 Installation Instructions. The installing agency shall conform with the appliance manufacturer’s recommendations

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in completing an installation. The installing agency shall leave the manufacturer’s installation, operating, and maintenance instructions in a location on the premises where they will be readily available for reference and guidance for the Authority Having Jurisdiction, service personnel, and the owner or operator. [NFPA 54:9.1.22]

508.27 Protection of Outdoor Appliances. Gas utilization appliances not listed for outdoor installation but installed outdoors shall be provided with protection to the degree that the environment requires. Appliances listed for outdoor installation shall be permitted to be installed without protection in accordance with the provisions of its listing (See NFPA 54:9.2.1). [NFPA 54:9.1.23]

(The following references were extracted from NFPA 54, National Fuel Gas Code.)

9.2 Accessibility and Clearance.

9.2.1 Accessibility for Service. Gas utilization appliances shall be located with respect to building construction and other equipment so as to permit access to the gas utilization appliance. Sufficient clearance shall be maintained to permit cleaning of heating surfaces; the replacement of filters, blowers, motors, burners, controls, and vent connections; the lubrication of moving parts where necessary; the adjustment and cleaning of burners and pilots; and the proper functioning of explosion vents, if provided. For attic installation, the passageway and servicing area adjacent to the appliance shall be floored.

509.0 Appliances on Roofs.

509.1 General.

  1. Gas utilization appliances on roofs shall be designed or enclosed so as to withstand climactic conditions in the area in which they are installed. Where enclosures are provided, each enclosure shall permit easy entry and movement, shall be of reasonable height, and shall have not less than a thirty (30) inch (760 mm) clearance between the entire service access panel(s) of the appliance and the wall of the enclosure. [NFPA 54:9.4.1.1]
  2. Roofs on which an appliance is to be installed shall be capable of supporting the additional load or shall be reinforced to support the additional load. [NFPA 54:9.4.1.2]
  3. All access locks, screws, and bolts shall be of corrosion resistant material. [NFPA 54:9.4.1.3]

509.2 Installation of Appliances on Roofs.

  1. Gas utilization appliances shall be installed in accordance with its listing and the manufacturer’s installation instructions. [NFPA 54:9.4.2.1]
  2. Appliances shall be installed on a well-drained surface of the roof. Not less than six (6) feet (1.8 m) of clearance shall be available between any part of the appliance and the edge of a roof or similar hazard, or rigidly fixed rails, guards, parapets, or other building structures not less than forty-two (42) inches (1.1 m) in height shall be provided on the exposed side. [NFPA 54:9.4.2.2]
  3. Appliances requiring an external source of electrical power for its operation shall be provided with (1) a readily accessible electrical disconnecting means within sight of the appliance that will completely de-energize the appliance, and (2) a 120-VAC grounding-type receptacle outlet on the roof adjacent to the appliance. The receptacle outlet shall be on the supply side of the disconnect switch. [NFPA 54:9.4.2.3]
  4. Where water stands on the roof of the appliance or in the passageways to the appliance, or where the roof is of a design having a water seal, a suitable platform, walkway, or both shall be provided above the waterline. Such platforms or walkways shall be located adjacent to the appliance and control panels so that the appliance can be safely serviced where water stands on the roof. [NFPA 54:9.4.2.4]

509.3 Access to Appliances on Roofs.

509.3.1 Gas utilization appliances located on roofs or other elevated locations shall be accessible. [NFPA 54:9.4.3.1]

509.3.2 Buildings exceeding fifteen (15) feet (4.6 m) in height shall have an inside means of access to the roof, unless other means acceptable to the Authority Having Jurisdiction are used. [NFPA 54:9.4.3.2]

509.3.3 The inside means of access shall be a permanent, or fold-away inside stairway or ladder, terminating in an enclosure, scuttle, or trap door. Such scuttles or trap doors shall be not less than twenty-two (22) inches x twenty-four (24) inches (560 mm x 610 mm) in size, shall open easily and safely under all conditions, especially snow; and shall be constructed so as to permit access from the roof side unless deliberately locked on the inside.

Not less than six (6) feet (1.8 m) of clearance shall be available between the access opening and the edge of the roof or similar hazard, or rigidly fixed rails or guards not less than forty-two (42) inches (1.1 m) in height shall be provided on the exposed side. Where parapets or other building structures are utilized in lieu of guards or rails, they shall be not less than forty-two (42) inches (1.1 m) in height.[NFPA 54:9.4.3.3]

509.3.4 Permanent lighting shall be provided at the roof access. The switch for such lighting shall be located inside the building near the access means leading to the roof. [NFPA 54:9.4.3.4]

509.4 Appliances in Attics.

509.4.1 Attic Access. An attic in which an appliance is installed shall be accessible through an opening and passageway not less than as large as the largest component of the appliance, and not less than twenty-two (22) inches x thirty (30) inches (560 mm x 760 mm). [NFPA 54:9.5.1]

509.4.2 Where the height of the passageway is less than six (6) feet (1.8 m), the distance from the passageway access to the appliance shall not exceed twenty (20) feet (6.1 m) measured along the centerline of the passageway. [NFPA 54:9.5.1.1]

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509.4.3 The passageway shall be unobstructed and shall have solid flooring not less than twenty-four (24) inches (610 mm) wide from the entrance opening to the appliance. [NFPA 54:9.5.1.2]

509.4.4 Work Platform. A level working platform not less than thirty (30) inches (760 mm) by thirty (30) inches (760 mm) shall be provided in front of the service side of the appliance. [NFPA 54:9.5.2]

509.4.5 Lighting and Convenience Outlet. A permanent 120-volt receptacle outlet and a lighting fixture shall be installed near the appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. [NFPA 54:9.5.3]

510.0 Venting of Appliances.

510.1 General. This section recognizes that the choice of venting materials and the methods of installation of venting systems are dependent on the operating characteristics of the appliance. [NFPA 54:12.2.1]

510.1.1 Categories. The operating characteristics of vented gas utilization appliances can be categorized with respect to (1) positive or negative pressure within the venting system, and (2) whether or not the appliance generates flue or vent gases that can condense in the venting system. See NFPA 54, National Fuel Gas Code, Section 3.3 for the definition of these vented appliance categories. [NFPA 54:12.2.2]

510.1.2 Installation. Listed vents shall be installed in accordance with Chapter 5 and the manufacturer’s installation instructions. [NFPA 54:12.2.3]

510.1.3 Appliance vents shall not discharge into any space enclosed by screens having openings less than one-fourth (¼) inch (6.4 mm) mesh.

510.2 Specification for Venting.

510.2.1 Connection to Venting Systems. Except as permitted in Sections 510.2.2 through 510.2.6, gas utilization appliances shall be connected to venting systems. [NFPA 54:12.3.1]

510.2.2 Appliances Not Required to Be Vented. The following appliances shall not be required to be vented [NFPA 54:12.3.2]:

510.2.2.1 Listed ranges. [NFPA 54:12.3.2(1)]

510.2.2.2 Built-in domestic cooking units listed and marked for optional venting. [NFPA 54:12.3.2(2)]

510.2.2.3 Listed hot plates and listed laundry stoves. [NFPA 54:12.3.2(3)]

510.2.2.4 Listed Type 1 clothes dryers shall be exhausted to the outside air. [NFPA 54:12.3.2(4)]

510.2.2.5 A single listed booster-type (automatic instantaneous) water heater, when designed and used solely for the sanitizing rinse requirements of a dishwashing machine, provided that the appliance is installed with the draft hood in place and unaltered if a draft hood is required, in a commercial kitchen having a mechanical exhaust system; where installed in this manner, the draft hood outlet shall be not less than thirty-six (36) inches (910 mm) vertically and six (6) inches (150 mm) horizontally from any surface other than the appliance. [NFPA 54:12.3.2(5)]

510.2.2.6 Listed refrigerators. [NFPA 54:12.3.2(6)]

510.2.2.7 Counter appliances. [NFPA 54:12.3.2(7)]

510.2.2.8 Direct gas-fired makeup air heaters. [NFPA 54:12.3.2(9)]

510.2.2.9 Other appliances listed for unvented use and not provided with flue collars. [NFPA 54:12.3.2(10)]

510.2.2.10 Specialized appliance of limited input such as laboratory burners or gas lights. [NFPA 54:12.3.2(11)]

Where appliances in Sections 510.2.2.5 through 510.2.2.10 are installed so the aggregate input rating exceeds 20 Btu/h/ft.3 (207 W/m3) of room or space in which it is installed, one (1) or more shall be provided with venting systems or other approved means for removing the vent gases to the outside atmosphere so the aggregate input rating of the remaining unvented appliance does not exceed 20 Btu/h/ft.3 (207W/m3). Where the calculation includes the volume of an adjacent room or space, the room or space in which the appliance is installed shall be directly connected to the adjacent room or space by a doorway, archway, or other opening of comparable size that cannot be closed. [NFPA 54:12.3.2]

510.2.3 Ventilating Hoods. Ventilating hoods and exhaust system shall be permitted to be used to vent gas utilization appliances installed in commercial applications (See Section 510.3.5) and to vent industrial appliances, particularly where the process itself requires fume disposal. [NFPA 54:12.3.3]

510.2.4 Well-Ventilated Spaces. The operation of industrial appliances such that its flue gases are discharged directly into a large and well-ventilated space shall be permitted. [NFPA 54:12.3.4]

510.2.5 Direct-Vent Appliances. Listed direct-vent gas utilization appliances shall be considered properly vented where installed in accordance with the terms of its listing, the manufacturer’s instructions, and Section 510.8.3 of this code. [NFPA 54:12.3.5]

510.2.6 Appliances with Integral Vents. Gas utilization appliances incorporating integral venting means shall be considered properly vented where installed in accordance with its listing, the manufacturer’s instructions, and Sections 510.8.1 and 510.8.2 of this code. [NFPA 54:12.3.6]

510.3 Design and Construction.

510.3.1 Minimum Safe Performance. A venting system shall be designed and constructed so as to develop a positive flow adequate to remove flue or vent gases to the outside atmosphere. [NFPA 54:12.1]

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510.3.2 Appliance Draft Requirements. A venting system shall satisfy the draft requirements of the appliance in accordance with the manufacturer’s instructions. [NFPA 54:12.4.1]

510.3.3 Design and Construction. Gas utilization appliances required to be vented shall be connected to a venting system designed and installed in accordance with the provisions of Sections 510.4 through 510.15 of this code. [NFPA 54:12.4.2]

510.3.4 Mechanical Draft Systems.

510.3.4.1 Mechanical draft systems shall be listed and shall be installed in accordance with the terms of their listing and both the appliance and the mechanical draft system manufacturer’s instructions. [NFPA 54:12.4.3.1]

510.3.4.2 Gas utilization appliances requiring venting shall be permitted to be vented by means of mechanical draft systems of either forced or induced draft design. [NFPA 54:12.4.3.2]

Exception: Incinerators.

510.3.4.3 Forced draft systems and portions of induced draft systems under positive pressure during operation shall be designed and installed so as to prevent leakage of flue or vent gases into a building. [NFPA 54:12.4.3.3]

510.3.4.4 Vent connectors serving appliances vented by natural draft shall not be connected into any portion of mechanical draft systems operating under positive pressure. [NFPA 54:12.4.3.4]

510.3.4.5 Where a mechanical draft system is employed, provision shall be made to prevent the flow of gas to the main burners when the draft system is not performing so as to satisfy the operating requirements of the appliance for safe performance. [NFPA 54:12.4.3.5]

510.3.4.6 The exit terminals of mechanical draft systems shall be not less than seven (7) feet (2.1 m) above finished grade where located adjacent to public walkways and shall be located as specified in Sections 510.8.1 and 510.8.2 of this code. [NFPA 54:12.4.3.6]

510.3.5 Ventilating Hoods and Exhaust Systems.

510.3.5.1 Ventilating hoods and exhaust systems shall be permitted to be used to vent gas utilization appliances installed in commercial appliances. [NFPA 54:12.4.4.1]

510.3.5.2 Where automatically operated appliances, other than commercial cooking appliances, are vented through a ventilating hood or exhaust system equipped with a damper or with a power means of exhaust, provisions shall be made to allow the flow of gas to the main burners only when the damper is open to a position to properly vent the appliance and when the power means of exhaust is in operation. [NFPA 54:12.4.4.2]

510.3.6 Circulating Air Ducts and Furnace Plenums. Venting systems shall not extend into or pass through any fabricated air duct or furnace plenum. [NFPA 54-09:12.4.5.1]

510.4 Type of Venting System to Be Used.

510.4.1 The type of venting system to be used shall be in accordance with Table 5-2. [NFPA 54:12.5.1]

510.4.2 Plastic Piping. Plastic piping used for venting appliances listed for use with such venting materials shall be approved. [NFPA 54:12.5.2]

510.4.3 Plastic Vent Joints. Plastic pipe and fittings used to vent appliances shall be installed in accordance with the appliance manufacturer’s installation instructions. Where primer is required, it shall be of a contrasting color. [NFPA 54-09:12.5.3]

510.4.4 Special Gas Vent. Special gas vent shall be listed and installed in accordance with the terms of the special gas vent listing and the manufacturer’s instructions. [NFPA 54:12.5.3]

510.5 Masonry, Metal, and Factory-Built Chimneys.

510.5.1 Listing or Construction.

510.5.1.1 Factory-built chimneys shall be installed in accordance with their listing and the manufacturer’s instructions. Factory-built chimneys used to vent appliances that operate at positive vent pressure shall be listed for such application. [NFPA 54:12.6.1.1]

510.5.1.2 Metal Chimneys shall be built and installed in accordance with NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances. [NFPA 54:12.6.1.2]

510.5.1.3 Masonry chimneys shall be built and installed in accordance with NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances, and lined with approved clay fluelining, a listed chimney lining system, or other approved material that will resist corrosion, erosion, softening, or cracking from vent gases at temperatures up to 1,800°F (982°C). [NFPA 54:12.6.1.3]

Exception: Masonry chimney flues lined with a chimney lining system specifically listed for use with listed gas appliances with draft hoods, Category I appliances, and other gas appliances listed for use with Type B vents shall be permitted. The liner shall be installed in accordance with the liner manufacturer’s instructions and the terms of the listing. A permanent identifying label shall be attached at the point where the connection is to be made to the line. The label shall read: “This chimney liner is for appliances that burn gas only. Do not connect to solid- or liquid-fuel-burning appliances or incinerators.” [NFPA 54:12.6.1.3]

510.5.2 Termination.

510.5.2.1 A chimney for a residential-type or low-heat gas utilization appliance shall extend at least three (3) feet (0.9 m) above the highest point where it passes through the roof of a building and at least two (2) feet (0.6 m) exceeding any portion of a

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building within a horizontal distance of ten (10) feet (3.0 m) (See Figure 5-1). [NFPA 54: 12.6.2.1]

510.5.2.2 A chimney for a medium-heat appliance shall extend at least ten (10) feet (3.0 m) exceeding any portion of any building within twenty-five (25) feet (7.6 m). [NFPA 54: 12.6.2.2]

510.5.2.3 A chimney shall extend at least five (5) feet (1.5 m) above the highest connected appliance draft hood outlet or flue collar. [NFPA 54: 12.6.2.3]

510.5.2.4 Decorative shrouds shall not be installed at the termination of factory-built chimneys except where such shrouds are listed and labeled for use with the specific factory-built chimney system and are installed in accordance with manufacturer’s installation instructions. [NFPA 54: 12.6.2.4]

510.5.3 Size of Chimneys. The effective area of a chimney venting system serving listed gas appliances with draft hoods, Category I appliances, and other appliances listed for use with Type B vents shall be in accordance with one of the following methods [NFPA 54: 12.6.3.1]:

  1. This chapter and NFPA 54, National Fuel Gas Code: Chapter 13. [NFPA 54: 12.6.3.1 (1)]
  2. For sizing an individual chimney venting system for a single appliance with a draft hood, the effective areas of the vent connector and chimney flue shall be not less than the area of the appliance flue collar or draft hood outlet or exceeding seven (7) times the draft hood outlet area. [NFPA 54: 12.6.3.1 (2)]
  3. For sizing a chimney venting system connected to two (2) appliances with draft hoods, the effective area of the chimney flue shall be not less than the area of the larger draft hood outlet plus 50 percent of the area of the smaller draft hood outlet, or exceeding seven (7) times the smallest draft hood outlet area. [NFPA 54:12.6.3.1(3)]
  4. Other approved engineering methods. [NFPA 54:12.6.3.1(5)]
  5. Chimney venting systems using mechanical draft shall be sized in accordance with approved engineering methods. [NFPA 54:12.6.3.1(4)]

510.5.4 Inspection of Chimneys.

  1. Before replacing an existing appliance or connecting a vent connector to a chimney, the chimney passageway shall be examined to ascertain that it is clear and free of obstructions and shall be cleaned if previously used for venting solid- or liquid-fuel-burning appliances or fireplaces. [NFPA 54:12.6.4.1]
  2. Chimneys shall be lined in accordance with NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid-Fuel Burning Appliances. [NFPA 54-09:12.6.4.2]

    Exception: Existing chimneys shall be permitted to have their use continued where an appliance is re-placed by an appliance of similar type, input rating, and efficiency, where the chimney complies with Section 510.5.4, and the sizing of the chimney is in accordance with Section 510.5.3.

    FIGURE 5-1 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCE [NFPA 54: FIGURE 12.6.2.1]

    FIGURE 5-1 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCE [NFPA 54: FIGURE 12.6.2.1]

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  3. Cleanouts shall be examined to determine that they will remain tightly closed when not in use. [NFPA 54:12.6.4.3]
  4. When inspection reveals that an existing chimney is not safe for the intended application, it shall be repaired, rebuilt, lined, relined, or replaced with a vent or chimney to conform to NFPA 211, Standard for Chimneys, Fireplaces, Vents, and Solid-Fuel-Burning Appliances, and shall be suitable for the appliances to be attached. [NFPA 54:12.6.4.4]

510.5.5 Chimney Serving Appliances Burning Other Fuels.

510.5.5.1 Gas utilization appliances shall not be connected to a chimney flue serving a separate appliance designed to burn solid fuel. [NFPA 54:12.6.5.1]

510.5.5.2 Where one (1) chimney serves gas utilization appliances and liquid fuel-burning appliances, the appliance shall be connected through separate openings or shall be connected through a single opening where joined by a suitable fitting located as close as practical to the chimney. Where two (2) or more openings are provided into one (1) chimney flue, they shall be at different levels. Where the gas utilization appliance is automatically controlled, it shall be equipped with a safety shutoff device. [NFPA 54:12.6.5.2]

FIGURE 5-2 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCH (300 MM) OR LESS IN SIZE NOT LESS THAN 8 FEET (2.4m) FROM A VERTICAL WALL [NFPA 54: FIGURE 12.7.2 AND TABLE 12.7.2]

FIGURE 5-2 GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCH (300 MM) OR LESS IN SIZE NOT LESS THAN 8 FEET (2.4m) FROM A VERTICAL WALL [NFPA 54: FIGURE 12.7.2 AND TABLE 12.7.2]

FIGURE 5-3 PLAN VIEW OF PRACTICAL SEPARATION METHOD FOR MULTISTORY GAS VENTING.[NFPA 54: FIGURE 12.7.4.2]

FIGURE 5-3 PLAN VIEW OF PRACTICAL SEPARATION METHOD FOR MULTISTORY GAS VENTING.[NFPA 54: FIGURE 12.7.4.2]

TABLE 5-2
TYPE OF VENTING SYSTEM TO BE USED [NFPA 54: Table 12.5.1]
GAS UTILIZATION APPLIANCESTYPE OF VENTING SYSTEM
Listed Category 1 appliancesType B gas vent (510.6)
Listed appliances equipped with draft hoodChimney (510.5)
 Single-wall metal pipe (510.7)
Appliance listed for Type B gas ventListed chimney lining system for gas venting (510.5.1.3)
 Special gas vent listed for this appliance (510.4.4)
Listed vented wall furnacesType B-W gas vent (510.6, 510.6.2.2)
Category II appliancesAs specified or furnished
Category III appliancesBy manufacturers of listed appliance (510.4.2, 510.4.4)
Category IV appliances 
Incinerators, outdoorsSingle-wall metal pipe (510.7, 510.7.3)
Incinerators, indoorsChimney (510.5)
Appliances that can be converted to use of solid fuel 
Unlisted combination gas- and oil-burning appliances 
Combination gas- and solid-fuel-burning appliances 
Appliances listed for use with chimneys only 
Unlisted appliances 
Listed combination gas- and oil-burning appliancesType L vent (510.6) or chimney (510.5)
Decorative appliance in vented fireplaceChimney [UMC 907.2(3)]
Gas-fired toiletsSingle-wall metal pipe (510.7, NFPA 54: 10.25.3)
Direct-vent appliancesSee 510.2.5
Appliances with integral ventSee 510.2.6

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510.5.5.3 A listed combination gas- and solid-fuel-burning appliance connected to a single chimney flue shall be equipped with a manual reset device to shut off gas to the main burner in the event of sustained backdraft or flue gas spillage. The chimney flue shall be sized to properly vent the appliance. [NFPA 54: 12.6.5.3]

510.5.5.4 A single chimney flue serving a listed combination gas- and oil-burning appliance shall be sized to properly vent the appliance. [NFPA 54: 12.6.5.4]

510.5.6 Support of Chimneys. Portions of chimneys shall be supported for the design and weight of the materials employed. Listed factory-built chimneys shall be supported and spaced in accordance with their listings and the manufacturer’s instructions. [NFPA 54:12.6.6]

510.5.7 Cleanouts. Where a chimney that formerly carried flue products from liquid- or solid-fuel-burning appliances is used with an appliance using fuel gas, an accessible cleanout shall be provided. The cleanout shall have a tight-fitting cover and be installed so its upper edge is at least six (6) inches (150 mm) below the lower edge of the lowest chimney inlet opening. [NFPA 54: 12.6.7]

510.5.8 Space Surrounding Lining or Vent.

510.5.8.1 The remaining space surrounding a chimney liner, gas vent, special gas vent, or plastic piping installed within a masonry chimney flue shall not be used to vent another appliance. [NFPA 54: 12.6.8.1]

Exception: The insertion of another liner or vent within the chimney as provided in this code and the liner or vent manufacturer’s instructions.

510.5.8.2 The remaining space surrounding a chimney liner, gas vent, special gas vent, or plastic piping installed within a masonry chimney flue shall not be used to supply combustion air. [NFPA 54: 12.6.8.2]

Exception: Direct-vent gas-fired appliances designed for installation in a solid-fuel-burning fire-place where installed in accordance with the listing and the manufacturer’s instruction.

510.6 Gas Vents.

510.6.1 A gas vent passing through a roof shall extend through the entire roof flashing, roof jack, or roof thimble and be terminated with a listed termination cap. [NFPA 54: 12.7.2(6)]

510.6.1.1 Type B or Type L vents shall extend in a generally vertical direction with offsets not exceeding 45 degrees, except that a vent system having not more than one 60 degree offset shall be permitted. Any angle greater than 45 degrees from the vertical is considered horizontal. The total horizontal distance of a vent plus the horizontal vent connector serving draft-hood-equipped appliances shall not exceed 75 percent of the vertical height of the vent. [NFPA 54: 12.7.3.2]

Exception: Systems designed and sized as provided in this chapter or in accordance with other approved engineering methods.

510.6.1.2 Screws, rivets and other fasteners shall not penetrate the inner wall of double wall gas vents.

510.6.2 A gas vent shall terminate in accordance with one of the following [NFPA 54: 12.7.2(1)]:

  1. Above the roof surface with a listed cap or listed roof assembly. Gas vents twelve (12) inches (300 mm) in size or smaller with listed caps shall be permitted to be terminated in accordance with Figure 5-2, provided they are at least eight (8) feet (2.4 m) from a vertical wall or similar obstruction. Other gas vents shall terminate not less than two (2) feet (0.6 m) above the highest point where they pass through the roof and at least two (2) feet (0.6 m) exceeding any portion of a building within ten (10) feet (3.1 m). [NFPA 54: 12.7.2(1)(a) and (b)]
  2. Industrial gas utilization appliances as provided in Section 510.2.4. [NFPA 54:12.7.2(1)(c)]
  3. Direct-vent systems as provided in Section 510.2.5. [NFPA 54: 12.7.2(1)(d)]
  4. Appliances with integral vents as provided in Section 510.2.6. [NFPA 54: 12.7.2(1)(e)]
  5. Mechanical draft systems as provided in Section 510.3.4. [NFPA 54: 12.7.2(1)(f)]
  6. Ventilating hoods and exhaust systems as provided in Section 510.3.5. [NFPA 54: 12.7.2(1)(g)]

510.6.2.1 A Type B or a Type L gas vent shall terminate at least five (5) feet (1.5 m) in vertical height above the highest connected appliance draft hood or flue collar.[NFPA 54:12.7.2(2)]

510.6.2.2 A Type B-W gas vent shall terminate at least twelve (12) feet (3.7 m) in vertical height above the bottom of the wall furnace. [NFPA 54:12.7.2(3)]

510.6.2.3 A gas vent extending through an exterior wall shall not terminate adjacent to the wall or below eaves or parapets, except as provided in Sections 510.2.5 and 510.3.4. [NFPA 54: 12.7.2(4)]

510.6.2.4 Decorative shrouds shall not be installed at the termination of gas vents except where such shrouds are listed for use with the specific gas venting system and are installed in accordance with manufacturer’s installation instructions. [NFPA 54: 12.7.2(5)]

510.6.2.5 Gas vents shall extend through the roof flashing, roof jack, or roof thimble and terminate with a listed cap or listed roof assembly. [NFPA 54: 12.7.2(6)]

510.6.2.6 A gas vent shall terminate at least three (3) feet (0.9 m) above a forced air inlet located within ten (10) feet (3.0 m). [NFPA 54: 12.7.2(7)]

510.6.3 Size of Gas Vents. Venting systems shall be sized and constructed in accordance with NFPA 54, National Fuel Gas Code, Chapter 13 or other approved engineering methods and the gas vent and gas appliance manufacturer’s instructions. [NFPA 54: 12.7.3]

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510.6.3.1 Category I Appliances. The sizing of natural draft venting systems serving one (1) or more listed appliances equipped with a draft hood or appliances listed for use with Type B gas vent, installed in a single story of a building, shall be in accordance with one of the following methods [NFPA 54: 12.7.3.1]:

  1. The provisions of this chapter. [NFPA 54: 12.7.3.1(1)]
  2. Vents serving fan-assisted combustion system appliances, or combinations of fan-assisted combustion systems and draft hood-equipped appliances, shall be sized in accordance with this chapter or other approved engineering methods. [NFPA 54: 12.7.3.1(2)]
  3. For sizing an individual gas vent for a single, draft-hood-equipped appliance, the effective area of the vent connector and the gas vent shall be at least the area of the appliance draft hood outlet or exceeding seven (7) times the draft hood outlet area. [NFPA 54: 12.7.3.1(3)]
  4. For sizing a gas vent connected to two (2) appliances with draft hoods, the effective area of the vent shall be at least the area of the larger draft hood outlet plus 50 percent of the area of the smaller draft hood outlet or exceeding seven (7) times the smaller draft hood outlet area. [NFPA 54: 12.7.3.1(4)]
  5. Approved engineering practices. [NFPA 54: 12.7.3.1(5)]

510.6.3.2 Category II, Category III, and Category IV Appliances. The sizing of gas vents for Category II, Category III, and Category IV gas utilization appliances shall be in accordance with the equipment manufacturer’s instructions. [NFPA 54: 12.7.3.3]

510.6.3.3 Sizing. Chimney venting systems using mechanical draft shall be sized in accordance with approved engineering methods. [NFPA 54: 12.7.3.4]

510.6.4 Gas Vents Serving Appliances on More Than One Floor.

510.6.4.1 A common gas vent shall be permitted in multistory installations to vent Category I gas utilization appliances located on more than one (1) floor level, provided the venting system is designed and installed in accordance with approved engineering methods.

For the purpose of this section, crawl spaces, basements, and attics shall be considered as floor levels. [NFPA 54:12.7.4.1]

510.6.4.2 Gas utilization appliances connected to the common vent shall be located in rooms separated from a habitable space. Each of these rooms shall have provisions for an adequate supply of combustion, ventilation, and dilution air that is not supplied from a habitable space (See Figure 5-3). [NFPA 54:12.7.4.2]

The size of the connectors and common segments of multistory venting systems for gas utilization appliances listed for use with Type B double-wall gas vent shall be in accordance with Table 5-14, provided [NFPA 54:12.7.4.3]:

  1. The available total height (H) for each segment of a multistory venting system is the vertical distance between the level of the highest draft hood outlet or flue collar on that floor and the centerline of the next highest interconnection tee (See Figure G.1(K)). [NFPA 54:12.7.4.3(1)]
  2. The size of the connector for a segment is determined from its gas utilization appliance heat input and available connector rise, and shall not be smaller than the draft hood outlet or flue collar size. [NFPA 54:12.7.4.3(2)]
  3. The size of the common vertical vent segment, and of the interconnection tee at the base of that segment, shall be based on the total gas utilization appliance heat input entering that segment and its available total height. [NFPA 54:12.7.4.3(3)]

510.6.5 Support of Gas Vents. Gas vents shall be supported and spaced in accordance with their listings and the manufacturer’s instructions. [NFPA 54:12.7.5]

510.6.6 Marking. In those localities where solid and liquid fuels are used extensively, gas vents shall be permanently identified by a label attached to the wall or ceiling at a point where the vent connector enters the gas vent. The label shall read: “This gas vent is for appliances that burn gas. Do not connect to solid- or liquid-fuel-burning appliances or incinerators. ” The Authority Having Jurisdiction shall determine whether its area constitutes such a locality. [NFPA 54:12.7.6]

510.7 Single-Wall Metal Pipe.

510.7.1 Construction. Single-wall metal pipe shall be constructed of galvanized sheet steel not less than 0.0304 inch (0.7 mm) thick or of other approved, noncombustible, corrosion-resistant material. [NFPA 54:12.8.1]

510.7.2 Cold Climate. Uninsulated single-wall metal pipe shall not be used outdoors in cold climates for venting gas utilization appliances. For venting appliances in regions where the 99 percent winter design temperature is below 32°F (0°C). [NFPA 54:12.8.2]

510.7.3 Termination. The termination of single-wall metal pipe shall comply with the following requirements [NFPA 54:12.8.3]:

510.7.3.1 Single-wall metal pipe shall terminate at least five (5) feet (1.5 m) in vertical height above the highest connected appliance draft hood outlet or flue collar. [NFPA 54:12.8.3(1)]

510.7.3.2 Single-wall metal pipe shall extend at least two (2) feet (0.6 m) above the highest point where it passes through the roof of a building and at least (2) feet (0.6 m) exceeding any portion of a building within a horizontal distance of ten (10) feet (3.1 m) (See Figure 5-1). [NFPA 54:12.8.3(2)]

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510.7.3.3 An approved cap or roof assembly shall be attached to the terminus of a single-wall metal pipe [Also see Section 510.7.4.4]. [NFPA 54:12.8.3(3)]

510.7.4 Installation with Appliances Permitted by 510.4.1.

510.7.4.1 Prohibited Use. Single-wall metal pipe shall not be used as a vent in dwellings and residential occupancies. [NFPA 54-09: 12.8.4.1]

510.7.4.2 Single-wall metal pipe shall be used only for runs directly from the space in which the gas utilization appliance is located through the roof or exterior wall to the outer air. A pipe passing through a roof shall extend without interruption through the roof flashing, roof jacket, or roof thimble. [NFPA 54:12.8.4.1]

510.7.4.3 Single-wall metal pipe shall not originate in any unoccupied attic or concealed space and shall not pass through any attic, inside wall, concealed space, or floor. For the installation of a single-wall metal pipe through an exterior combustible wall, see Section 510.10.14.3. [NFPA 54:12.8.4.2]

510.7.4.4 Single-wall metal pipe used for venting an incinerator shall be exposed and readily examinable for its full length and shall have suitable clearances maintained. [NFPA 54:12.8.4.3]

510.7.4.5 Minimum clearances from single-wall metal pipe to combustible material shall be in accordance with Table 5-3. Reduced clearances from single-wall metal pipe to combustible material shall be as specified for vent connectors in Table 5-4. [NFPA 54:12.8.4.4]

510.7.4.6 Single-wall metal pipe shall not pass through a combustible exterior wall unless guarded at the point of passage by a ventilated metal thimble not smaller than the following [NFPA 54:12.11.14.2]:

  1. For listed appliances equipped with draft hoods and appliances listed for use with Type B gas vents, the thimble shall be at a minimum four (4) inches (100 mm) larger in diameter than the metal pipe. Where there is a run of at least six (6) feet (1.8 m) of metal pipe in the opening between the draft hood outlet and the thimble, the thimble shall be a minimum two (2) inches (50 mm) larger in diameter than the metal pipe.
  2. For unlisted appliances having draft hoods, the thimble shall be a minimum six (6) inches (150 mm) larger in diameter than the metal pipe.
  3. For residential and low-heat appliances, the thimble shall be a minimum twelve (12) inches (300 mm) larger in diameter than the metal pipe.

    Exception: In lieu of thimblc protection, combustible material in the wall shall be removed a sufficient distance from the metal pipe to provide the specified clearance from such metal pipe to combustible material. Any material used to close up such opening shall be noncombustible.

510.7.4.7 Where a single-wall metal pipe passes through a roof constructed of combustible material, a noncombustible, nonventilating thimble shall be used at the point of passage. The thimble shall extend not less than eighteen (18) inches (460 mm) above and six (6) inches (150 mm) below the roof with the annular space open at the bottom and closed only at the top. The thimble shall be sized in accordance with Section 510.7.4.6. [NFPA 54:12.8.4.5]

510.7.5 Size of Single-Wall Metal Pipe. Single-wall metal piping shall comply with the following requirements [NFPA 54:12.8.5]:

510.7.5.1 A venting system of a single-wall metal pipe shall be sized in accordance with one of the following methods and the gas appliance manufacturer’s instructions [NFPA 54:12.8.5(1)]:

  1. For a draft-hood-equipped appliance, in accordance with this chapter. [NFPA 54:12.8.5(1)(a)]
TABLE 5-3
CLEARANCE FOR CONNECTORS [NFPA 54: TABLE 12.8.4.4]
MINIMUM DISTANCE FROM COMBUSTIBLE MATERIAL
APPLIANCELISTED TYPE B GAS VENT MATERIALLISTED TYPE L VENT MATERIALSINGLE-WALL METAL PIPEFACTORY-BUILT CHIMNEY SECTIONS
Listed appliances with draft hoods and appliances listed for use with Type B gas ventsAs listedAs listed6 in.As listed
Residential boilers and furnaces with listed gas conversion burner and with draft hood6 in.6 in.9 in.As listed
Residential appliances listed for use with Type L ventsNot permittedAs listed9 in.As listed
Listed gas-fired toiletsNot permittedAs listedAs listedAs listed
Unlisted residential appliances with draft hoodNot permitted6 in.9 in.As listed
Residential and low-heat appliances other than those aboveNot permitted9 in.18 in.As listed
Medium-heat appliancesNot permittedNot permitted36 in.As listed
For SI units, 1 in.= 25.4 mm.
Note: These clearances shall apply unless the listing of an appliance or connector specifics clearances, in which case the listed clearances shall apply.

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TABLE 5-4
REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION [NFPA 54: TABLE 10.2.3 (b)]
WHERE THE REQUIRED CLEARANCE WITH NO PROTECTION FROM APPLIANCE, VENT CONNECTOR, OR SINGLE-WALL METAL PIPE IS:
36 in.18 in.12 in.9 in.6 in.
ALLOWABLE CLEARANCES WITH SPECIFIED PROTECTION (in.)
TYPE OF PROTECTION APPLIED TO AND COVERING SURFACES OF COMBUSTIBLE MATERIAL WITHIN THE DISTANCE SPECIFIED AS THE REQUIRED CLEARANCE WITH NO PROTECTION [SEE FIGURES 5-4 THROUGH 5-6]USE COLUMN 1 FOR CLEARANCE ABOVE APPLIANCE OR HORIZONTAL CONNECTOR. COLUMN 2 FOR CLEARANCES FROM APPLIANCES, VERTICAL CONNECTOR, AND SINGLE-WALL METAL PIPE
ABOVE COLUMN 1SIDES AND REAR COLUMN 2ABOVE COLUMN 1SIDES AND REAR COLUMN 2ABOVE COLUMN 1SIDES AND REAR COLUMN 2ABOVE COLUMN 1SIDES AND REAR COLUMN 2ABOVE COLUMN 1SIDES AND REAR COLUMN 2
(1) 3½ in. thick masonry wall without ventilated air space--24--12--9--6--5
(2) ½ in. insulation board over 1 in. glass fiber or mineral wool batts2418129966543
(3) 0.024 sheet metal over 1 in. glass fiber or mineral wool batts reinforced with wire on rear face with ventilated air space181296645333
(4) 3½ in. thick masonry wall with ventilated air space--12--6--6--6--6
(5) 0.024 sheet metal with ventilated air space181296645332
(6) ½ in. thick insulation board with ventilated air space181296645333
(7) 0.024 sheet metal with ventilated air space over 0.024 sheet metal with 0.024 sheet metal with ventilated air space181296645333
(8) 1 in. glass fiber or mineral wool batts sandwiched between two sheets 0.024 sheet metal with ventilated air space181296645333
For SI units, 1 in. = 25.4 mm.
Notes:
1 Reduction of clearances from combustible materials shall not interfere with combustion air, draft hood clearance and relief, and accessibility of servicing.
2 Clearances shall be measured from the outer surface of the combustible material to the nearest point on the surface of the appliance, disregarding any intervening protection applied to the combustible material.
3 Spacers and ties shall be of noncombustible material. No spacer or tie shall be used directly opposite the appliance or connector.
4 Where clearance reduction systems use a ventilated air space, adequate provision for air circulation shall be provided as described. [See Figure 5-5 and Figure 5-6.]
5 There shall be at least one (1) in. (25 mm) between clearance reduction systems and combustible walls and ceilings for reduction systems using a ventilated air space.
6 Where a wall protector is mounted on a single flat wall away from corners, it shall have a minimum one (1) inch (25 mm) air gap. To provide adequate air circulation, the bottom and top edges, or only the side and top edges, or edges shall be left open.
7 Mineral wool batts (blanket or board) shall have a minimum density of eight (8) Ib/ft.3 (128 kg/m 3) and a minimum melting point of 1500° F (816°C).
8 Insulation material used as part of a clearance reduction system shall have a thermal conductivity of 1.0 Btu in./ft2 h-°F (0.144 W/m-K) or less.
9 There shall be at least (1) inch (25 mm) between the appliance and the protector. In no case shall the clearance between the appliance and the combustible surface be reduced below that allowed in this table.
10 Clearances and thicknesses are minimum; larger clearances and thicknesses are acceptable.
11 Listed single-wall connectors shall be installed in accordance with the terms of their listing and the manufacturer's instructions.

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FIGURE 5-4 EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS APPLIANCES OR VENT CONNECTORS [NFPA 54: FIGURE 10.3.2.2(1)]

FIGURE 5-4 EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS APPLIANCES OR VENT CONNECTORS [NFPA 54: FIGURE 10.3.2.2(1)]

FIGURE 5-5 WALL PROTECTION REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(2)]

FIGURE 5-4 EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS APPLIANCES OR VENT CONNECTORS [NFPA 54: FIGURE 10.3.2.2(1)]

FIGURE 5-5 WALL PROTECTION REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(2)]

FIGURE 5-6 MASONRY CLEARANCE REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(3)]

FIGURE 5-6 MASONRY CLEARANCE REDUCTION SYSTEM.[NFPA 54: FIGURE 10.3.2.2(3)]

  1. For a venting system for a single appliance with a draft hood, the areas of the connector and the pipe each shall be at least the area of the appliance flue collar or draft hood outlet, whichever is smaller. The vent area shall not exceed seven (7) times the draft hood outlet area. [NFPA 54:12.8.5(1)(b)]
  2. Other approved engineering methods. [NFPA 54:12.8.5(1)(c)]

510.7.5.2 Where a single wall metal pipe is used and has a shape other than round, it shall have an equivalent effective area equal to the effective area of the round pipe for which it is substituted, and the internal dimension of the pipe shall be atleast two (2) inches (50 mm). [NFPA 54:12.8.5(2)].

510.7.5.3 The vent cap or a roof assembly shall have a venting capacity at least that of the pipe to which it is attached. [NFPA 54:12.8.5(3)]

510.7.6 Support of Single-Wall Metal Pipe. portions of single wall metal pipe shall be supported for the design and weight of the material employed. [NFPA 54:12.8.6]

510.7.7 Marking. Single-wall metal pipe shall comply with the marking provisions of Section 510.6.6. [NFPA 54:12.8.7]

510.8 Through-the -Wall Vent Termination (See Figure 5-12).

510.8.1 A mechanical draft venting system shall terminate at least three (3) feet (0.9 m) above any forced air inlet located within ten (10) feet (3.1 m). [NFPA 54:12.9.1]

Exceptions:

  1. This provision shall not apply to the combustion air intake of a direct-vent appliance.87
  2. This provision shall not apply to the separation of the integral outdoor air inlet and flue gas discharge of listed outdoor appliances.

510.8.2 A mechanical draft venting system of other than direct-vent type shall terminate at least four (4) feet (1.2 m) below, four (4) feet (1.2 m). horizontally from, or one (1) foot (300 mm) above any door, operable window, or gravity air inlet into any building. The bottom of the vent terminal shall be located at least twelve (12) inches (300 mm) above finished grade. [NFPA 54:12.9.2]

510.8.3 The vent terminal of a direct-vent appliance with an input of 10,000 Btu/h (3 k W) or less shall be located at least (6) inches (150 mm) from any air opening into a building, and such an appliance with an input over 10,000 Btu/h (3 kW) but not over 50,000 Btu/h (14.7 kW) shall be installed with a nine (9) inch (230 mm) vent termination clearance, and an appliance with an input over 50,000 Btu/h (14.7 kW) shall have at least a twelve (12) inch (300 mm) vent termination clearance. The bottom of the vent terminal and the air intake shall be located at least twelve (12) inches (300 mm) above finished grade. [NFPA 54:12.9.3]

510.8.4 Through-the-wall vents for Category II and Category IV appliances and noncategorized condensing appliances shall not terminate over public walkways or over an area where condensate or vapor could create a nuisance or hazard or could be detrimental to the operation of regulators, relief valves, or other equipment. Where local experience indicates that condensate is a problem with Category I and Category III appliances, this provision shall also apply.

Drains for condensate shall be installed in accordance with the manufacturer’s installation instructions. [NFPA 54-09:12.9.4]

510.8.5 Where vents, including those for direct-vent appliances or combustion air intake pipes, penetrate outside walls of buildings, the annular spaces around such penetrations shall be permanently sealed using approved materials to prevent entry of combustion products into the building. [NFPA 54-09:12.9.5]

510.9 Condensation Drain.

510.9.1 Provision shall be made to collect and dispose of condensate from venting systems serving Category II and Category IV gas utilization appliances and noncategorized condensing appliances in accordance with Section 510.8.4. [NFPA 54:12.10.1]

510.9.2 Where local experience indicates that condensation is a problem, provision shall be made to drain off and dispose of condensate from venting systems serving Category I and Category III gas utilization appliances in accordance with Section 510.8.4. [NFPA 54:12.10.2]

510.10 Vent Connectors for Category I Gas Utilization Appliances.

510.10.1 Where Required. A vent connector shall be used to connect gas utilization appliances to a gas vent, chimney, or single-wall metal pipe, except where the gas vent, chimney, or single-wall metal pipe is directly connected to the appliance. [NFPA 54:12.11.1]

510.10.2 Materials.

510.10.2.1 A vent connector shall be made of noncombustible, corrosion resistant material capable of withstanding the vent gas temperature produced by the gas utilization appliance and of sufficient thickness to withstand physical damage. [NFPA 54:12.11.2.1]

510.10.2.2 Where the vent connector used for gas utilization appliances having a draft hood or a Category I appliance is located in or passes through an unconditioned area, that portion of the vent connector shall be listed Type B, Type L, or listed vent material having equivalent insulation qualities. [NFPA 54:12.11.2.2]

Exception:

Single-wall metal pipe located within the exterior walls of the building and located in areas having a local 99 percent winter design temperature of 5°F (-15°C) or higher.

510.10.2.3 Where the vent connector used for gas utilization appliances having a draft hood or a Category I appliance is located in or passes through attics and crawl spaces, that portion of the vent connector shall be listed Type B, Type L, or listed vent material having equivalent insulation qualities. [NFPA 54:12.11.2.3]

510.10.2.4 Vent connectors for residential-type appliances shall comply with the following [NFPA 54:12.11.2.4]:

  1. Vent connectors for listed gas appliances having draft hoods and for appliances having draft hoods and equipped with listed conversion burners that are not installed in attics, crawl spaces, or other unconditioned areas shall be one of the following [NFPA 54:12.11.2.4(1)]:
    1. Type B or Type L vent material.
    2. Galvanized sheet steel at least 0.018 inches (0.46 mm) thick.
    3. Aluminum (1100 or 3003 alloy or equivalent) sheet at least 0.027 inches (0.69 mm) thick.
    4. Stainless steel sheet at least 0.012 inches (0.31 mm) thick.
    5. Smooth interior wall metal pipe having resistance to heat and corrosion equal to or exceeding that of b, c, or d above.
    6. A listed vent connector.
  2. Vent connectors shall not be covered with insulation.

    Exception: Listed insulated vent connectors shall be installed in accordance with the manufacturer’s installation instructions. [NFPA 54:12.11.2.4(2)]

510.10.2.5 A vent connector for non-residential lowheat appliance shall be a factory-built chimney section or steel pipe having resistance to heat and corrosion equivalent to that for the appropriate galvanized pipe as specified in Table 5-5. Factory-built

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chimney sections shall be joined together in accordance with the chimney manufacturer’s instructions. [NFPA 54:12.11.2.5]

TABLE 5-5
MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTOR FOR LOW-HEAT APPLIANCES [NFPA 54:TABLE 12.11.2.5]
DIAMETER OF CONNECTOR
(in.)
MINIMUM THICKNESS
(in.)*
*For SI units, 1 in. = 25.4 mm; 1 in.2 = 645 mm2.
Less than 60.019
6 to less than 100.023
10 to 12 inclusive0.029
14 to 16 inclusive0.034
Over 160.056

510.10.2.6 Vent connectors for medium-heat appliances and commercial and industrial incinerators shall be constructed of factory-built, medium-heat chimney sections or steel of a thickness at least that specified in Table 5-6 and shall comply with the following [NFPA 54:12.11.2.6]:

  1. A steel vent connector for appliances with a vent gas temperature exceeding 1,000°F (538°C) measured at the entrance to the connector shall be lined with medium-duty fire brick (ASTM C 64, Specification for Refractories for Incinerators and Boilers, Type F) or the equivalent.
  2. The lining shall be at least two and one-half (2½) inches (64 mm) thick for a vent connector having a diameter or greatest cross-sectional dimension of eighteen (18) inches (460 mm) or less.
  3. The lining shall be at least four and one-half (4½) inches (110 mm) thick laid on the four and one-half (4½) inch (110 mm) bed for a vent connector having a diameter or cross-sectional dimension exceeding eighteen (18) inches (460 mm).
  4. Factory-built chimney sections, if employed, shall be joined together in accordance with the chimney manufacturer's instructions.
TABLE 5-6
MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR
MEDIUM -HEAT APPLIANCES AND
COMMERCIAL AND
INDUSTRIAL
INCINERATORS [NFPA 54: TABLE 12.11.2.6]
VENT CONNECTOR SIZE
DIAMETER (in.)AREA (in.2)MINIMUM THICKNESS (in.)
For SI units, 1 in. = 25.4 mm; 1 in.2 = 645 mm2.
Up to 14Up to 1540.053
Over 14 to 16154 to 2010.067
Over 16 to 18201 to 2540.093
Over 18Exceeding 2540.123

510.10.3 Size of Vent Connector.

510.10.3.1 A vent connector for gas utilization appliances with a single draft hood or for a Category I fan-assisted combustion system appliance shall be sized and installed in accordance with this chapter or other approved engineering methods. [NFPA 54:12.11.3.1]

510.10.3.2 For a single appliance having more than one (1) draft hood outlet or flue collar, the manifold shall be constructed according to the instructions of the appliance manufacturer. Where there are no instructions, the manifold shall be designed and constructed in accordance with approved engineering practices. As an alternate method, the effective area of the manifold shall equal the combined area of the flue collars or draft hood outlets, and the vent connectors shall have a minimum one (1) foot (0.3 m) rise. [NFPA 54:12.11.3.2]

510.10.3.3 Where two (2) or more gas appliances are connected to a common vent or chimney, each vent connector shall be sized in accordance with this chapter or other approved engineering methods. [NFPA 54:12.11.3.3] As an alternative method applicable only when the appliances are draft-hood-equipped, each vent connector shall have an effective area at least the area of the draft hood outlet of the appliance to which it is connected. [NFPA 54:12.11.3.4]

510.10.3.4 Where two (2) or more gas appliances are vented through a common vent connector or vent manifold, the common vent connector or vent manifold shall be located at the highest level consistent with available head-room and clearance to combustible material and shall be sized in accordance with this chapter or other approved engineering methods. [NFPA 54:12.11.3.5]

As an alternate method applicable only where there are two (2) draft-hood-equipped appliances, the effective area of the common vent connector or vent manifold and junction fittings shall be at least the area of the larger vent connector plus 50 percent of the areas of smaller flue collar outlets. [NFPA 54:12.11.3.6]

510.10.3.5 Where the size of a vent connector is increased to overcome installation limitations and obtain connector capacity equal to the appliance input, the size increase shall be made at the appliance draft hood outlet. [NFPA 54:12.11.3.7]

510.10.4 Two or More Appliances Connected to a Single Vent.

510.10.4.1 Where two (2) or more openings are provided into one (1) chimney flue or vent, the openings shall either be at different levels, or the connectors shall be attached to the vertical portion of the chimney or vent at an angle of 45 degrees or less relative to the vertical. [NFPA 54-09:12.11.4.1]

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510.10.4.2 Where two (2) or more vent connectors enter a common gas vent, chimney flue, or single-wall metal pipe, the smaller connector shall enter at the highest level consistent with the available head-room or clearance to combustible material. [NFPA 54:12.11.4.1]

510.10.4.3 Vent connectors serving Category I appliances shall not be connected to any portion of a mechanical draft system operating under positive static pressure, such as those serving Category III or Category IV appliances. [NFPA 54:12.11.4.2]

510.10.5 Clearance. Minimum clearances from vent connectors to combustible material shall be in accordance with Table 5-3. [NFPA 54:12.11.5]

Exception:

The clearance between a vent connector and combustible material shall be permitted to be reduced where the combustible material is protected as specified for vent connectors in Table 5-4.

510.10.6 Avoid Unnecessary Bends. A vent connector shall be installed so as to avoid turns or other construction features that create excessive resistance to flow of vent gases. [NFPA 54:12.11.6]

510.10.7 Joints. Joints between sections of connector piping and connections to flue collars or draft hood outlets shall be fastened in accordance with one of the following methods [NFPA 54:12.11.7]:

  1. By sheet metal screws.
  2. Vent connectors of listed vent material shall be assembled and connected to flue collars or draft hood outlets in accordance with the manufacturer’s instructions.
  3. Other approved means.

510.10.8 Slope. A vent connector shall be installed with out any dips or sags and shall slope upward toward the vent or chimney not less than one-quarter (¼) inch/foot (20 mm/m). [NFPA 54:12.11.8]

Exception:

Vent connectors attached to a mechanical draft system installed in accordance with the appliance and draft system manufacturer’s instructions.

510.10.9 Length of Vent Connector.

510.10.9.1 A vent connector shall be as short as practical and the gas utilization appliance located as close as practical to the chimney or vent. [NFPA 54:12.11.9.1]

510.10.9.2 The maximum horizontal length of a single-wall connector shall be 75 percent of the height of the chimney or vent except for engineered systems. [NFPA 54-09:12.11.9.2]

510.10.9.3 The maximum horizontal length of a Type B double-wall connector shall be 100 percent of the height of the chimney or vent, except for engineered systems. The maximum length of an individual connector for a chimney or vent system serving multiple appliances, from the appliance out let to the junction with the common vent or another connector, shall be 100 percent of the height of the chimney or vent. [NFPA 54:12.11.9.3]

510.10.10 Support. A vent connector shall be supported for the design and weight of the material employed to maintain clearances and prevent physical damage and separation of joints. [NFPA 54:12.11.10]

510.10.11 Chimney Connection. Where entering a flue in a masonry or metal chimney, the vent connector shall be installed above the extreme bottom to avoid stoppage. Where a thimble or slip joint is used to facilitate removal of the connector, the connector shall be firmly attached to or inserted into the thimble or slip joint to prevent the connector from falling out. Means shall be employed to prevent the connector from entering so far as to restrict the space between its end and the opposite wall of the chimney flue. [NFPA 54:12.11.11]

510.10.12 Inspection. The entire length of a vent connector shall be readily accessible for inspection, cleaning, and replacement. [NFPA 54:12.11.12]

510.10.13 Fireplaces. A vent connector shall not be connected to a chimney flue serving a fireplace unless the fireplace flue opening is permanently sealed. [NFPA 54:12.11.13]

510.10.14 Passage through Ceilings, Floors, or Walls.

510.10.14.1 A vent connector shall not pass through any ceiling, floor or fire-resistance-rated wall. A single-wall metal pipe connector shall not pass through any interior wall.

Exception:

Vent connectors made of listed Type B or Type L vent material and serving listed appliances with draft hoods and other appliances listed for use with Type B gas vents that pass through walls or partitions constructed of combustible material shall be installed with not less than the listed clearance to combustible material.

510.10.14.2 Vent connectors for medium-heat appliances shall not pass through walls or partitions constructed of combustible material. [NFPA 54:12.11.14.3]

510.11 Vent Connectors for Category II, Category III, and Category IV Gas Utilization Appliances (See Section 510.4). [NFPA 54:12.12]

510.12 Draft Hoods and Draft Controls.

510.12.1 Appliances Requiring Draft Hoods. Vented gas utilization appliances shall be installed with draft hoods. [NFPA 54:12.13.1]

Exception:

Dual oven-type combination ranges; incinerators; direct-vent appliances; fan- assisted combustion system appliances; appliances requiring chimney draft for operation; single firebox boilers equipped with conversion burners with inputs exceeding 400,000 Btu/h (117 kW); appliances equipped with blast, power, or pressure burners that are not listed for use with draft hoods; and appliances designed for forced venting.

510.12.2 Installation. A draft hood supplied with or forming a part of listed vented gas utilization appliances

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shall be installed without alteration, exactly as furnished and specified by the appliance manufacturer. [NFPA 54:12.13.2]

If a draft hood is not supplied by the appliance manufacturer where one (1) is required, a draft hood shall be installed, be of a listed or approved type, and, in the absence of other instructions, be of the same size as the appliance flue collar. Where a draft hood is required with a conversion burner, it shall be of a listed or approved type. [NFPA 54:12.13.2.1]

Where it is determined that a draft hood of special design is needed or preferable for a particular installation, the installation shall be in accordance with the recommendations of the appliance manufacturer and shall be approved by the Authority Having Jurisdiction. [NFPA 54:12.13.2.2]

510.12.3 Draft-Control Devices. Where a draft-control device is part of the gas utilization appliance or is supplied by the appliance manufacturer, it shall be installed in accordance with the manufacturer, it shall be installed in accordance with the manufacturer's instructions. In the absence of manufacturer's instructions, the device shall be attached to the flue collar of the appliance or as near to the appliance as practical. [NFPA 54:12.13.3]

510.12.4 Additional Devices. Gas utilization appliances (except incinerators) requiring controlled chimney draft shall be permitted to be equipped with a listed double-acting barometric draft regulator installed and adjusted in accordance with the manufacturer's instructions. [NFPA 54:12.13.4]

510.12.5 Location. Draft hoods and barometric draft regulators shall be installed in the same room or enclosure as the appliance in such a manner as to prevent any difference in pressure between the hood or regulator and the combustion air supply. [NFPA 54:12.13.5]

510.12.6 Positioning. Draft hoods and draft regulators shall be installed in the position for which they were designed with reference to the horizontal and vertical planes and shall be located so that the relief opening is not obstructed by any part of the appliance or adjacent construction. The appliance and its draft hood shall be located so that the relief opening is accessible for checking vent operation. [NFPA 54:12.13.6]

510.12.7 Clearance. A draft hood shall be located so that its relief opening is at least six (6) inches (150 mm) from any surface except that of the appliance it serves and the venting system to which the draft hood is connected. Where a greater or lesser clearance is indicated on the appliance label, the clearance shall not be less than that specified on the label. Such clearances shall not be reduced. [NFPA 54:12.13.7]

510.13 Manually Operated Dampers. A manually operated damper shall not be placed in any appliance vent connector. Fixed baffles shall not be classified as manually operated dampers. [NFPA 54:12.14]

510.14 Automatically Operated Vent Dampers. An automatically operated vent damper shall be of a listed type. [NFPA 54:12.15]

510.15 Obstructions. Devices that retard the flow of vent gases shall not be installed in a vent connector, chimney, or vent. The following shall not be considered as obstructions [NFPA 54:12.16]:

  1. Draft regulators and safety controls specifically listed for installation in venting systems and installed in accordance with the terms of their listing.
  2. Approved draft regulators and safety controls designed and installed in accordance with approved engineering methods.
  3. Listed heat reclaimers and automatically operated vent dampers installed in accordance with the terms of their listing.
  4. Vent dampers serving listed appliances installed in accordance with this chapter or other approved engineering methods.
  5. Approved economizers, heat reclaimers, and recuperators installed in venting systems of appliances not required to be equipped with draft hoods, provided the gas utilization appliance manufacturer's instructions cover the installation of such a device in the venting system and performance in accordance with Sections 510.3.1 and 510.3.2 is obtained.

511.0 Sizing of Category I Venting Systems.

511.1 These venting tables shall not be used where obstructions (See Section 510.15) are installed in the venting system. The installation of vents serving listed appliances with vent dampers shall be in accordance with the appliance manufacturer's instructions or in accordance with the following [NFPA 54:13.1.1]:

  1. The maximum capacity of the vent system shall be determined using the NAT Max column.
  2. The minimum capacity shall be determined as though the appliance were a fan-assisted appliance, using the FAN Min column to determine the minimum capacity of the vent system. Where the corresponding “FAN Min” is “NA” the vent configuration shall not be permitted and an alternative venting configuration shall be utilized.

511.1.1 Where the vent size determined from the tables is smaller than the appliance draft hood outlet or flue collar, the use of the smaller size shall be permitted provided that the installation complies with the following requirements [NFPA 54:13.1.2]:

  1. The total vent height (H) is at least ten (10) feet (3 m).
  2. Vents for appliance draft hood outlets or flue collars twelve (12) inches (300 mm) in diameter or smaller are not reduced more than one (1) table size.
  3. Vents for appliance draft hood outlets or flue collars exceeding twelve (12) inches (300 mm) in diameter are not reduced more than two (2) table sizes.
  4. The maximum capacity listed in the tables for a fan-assisted appliance is reduced by 10 percent (0.90 maximum table capacity).91
  5. The draft hood outlet exceeds four (4) inches (100 mm) in diameter. Do not connect a three (3) inch (80 mm) diameter vent to a four (4) inch (100 mm) diameter draft hood outlet. This provision shall not apply to fan-assisted appliances.

511.1.2 Elbows. Single-appliance venting configurations with zero (0) lateral lengths in Tables 5-8, 5-9, and 5-12 shall have no elbows in the venting system. Single-appliance venting with lateral lengths, include allowance for two (2) 90 degree elbows. For each additional elbow up to and including 45 degrees, the maximum capacity listed in the venting tables shall be reduced by 5 percent. For each additional elbow exceeding 45 degrees up to and including 90 degrees, the maximum capacity listed in the venting tables shall be reduced by 10 percent. [NFPA 54:13.1.3]

Where multiple offsets occur in a vent, the total lateral length of all offsets combined shall not exceed that specified in Tables 5–8 through 5–12. [NFPA 54-09:13.1.3]

511.1.3 Zero (0) lateral (L) shall apply only to a straight vertical vent attached to a top outlet draft hood or flue collar. [NFPA 54:13.1.4]

511.1.4 Sea level input ratings shall be used when determining maximum capacity for high-altitude installation. Actual input (derated for altitude) shall be used for determining minimum capacity for high-altitude installation. [NFPA 54:13.1.5]

511.1.5 For appliances with more than one (1) input rate, the minimum vent capacity (FAN Min) determined from the tables shall be less than the lowest appliance input rating, and the maximum vent capacity (FAN Max/NAT Max) determined from the tables shall exceed the highest appliance rating input. [NFPA 54:13.1.6]

511.1.6 Listed corrugated metallic chimney linear systems in masonry chimneys shall be sized by using Tables 5-8 or 5-9 for Type B vents with the maximum capacity reduced by 20 percent (0.80 maximum capacity) and the minimum capacity as shown in Tables 5-8 or 5-9.

Corrugated metallic liner systems installed with bends or offsets shall have their maximum capacity further reduced in accordance with Section 511.1.2. The 20 percent reduction for corrugated metallic chimney liner systems includes an allowance for one (10 long radius 90 degree turn at the bottom of the liner. [NFPA 54:13.1.7]

511.1.7 Connection to Chimney Liners. Connections between chimney liners and listed double-wall connectors shall be made with listed adapters designed for such purposes. [NFPA 54:13.1.8]

511.1.8 Vertical Vent Upsizing 7 x Rule. Where the vertical vent has a larger diameter than the vent connector, the vertical vent diameter shall be used to determine the minimum vent capacity, and the connector diameter shall be used to determine the maximum vent capacity. The flow area of the vertical vent shall not exceed seven (7) times the flow area of the listed appliance categorized vent area, flue collar area, or draft hood outlet area unless designed in accordance with approved engineering methods. [NFPA 54:13.1.9]

511.1.9 Draft Hood Conversion Accessories. Draft hood conversion accessories for use with masonry chimneys venting listed Category I fan-assisted appliances shall be listed and installed in accordance with the listed accessory manufacturer's installation instructions. [NFPA 54:13.1.10]

511.1.10 Tables 5-8 through 5-12 shall be used for chimneys and vents not exposed to the outdoors below the roof line. A Type B vent or listed chimney lining system passing through an unused masonry chimney flue shall not be considered to be exposed to the outdoors. A Type B vent passing through an unventilated enclosure or chase insulated to a value of at least R8 shall not be considered to be exposed to the outdoors. Table 5-10 in combination with Table 5-13 shall be used for clay-tile-lined exterior masonry chimneys, provided the following are met [NFPA 54:13.1.11]:

  1. The vent connector is Type B double wall.
  2. The vent connector length is limited to one and one-half (1½) feet for each inch (18 mm/mm) of vent connector diameter.
  3. The appliance is draft-hood-equipped.
  4. The input rating is less than the maximum capacity given in Table 5-10.
  5. For a water heater, the outdoor design temperature shall be not less than 5°F (-15°C).
  6. For a space-heating appliance, the input rating exceeds the minimum capacity given by Table 5-13.

511.1.11 Corrugated vent connectors shall not be smaller than the listed appliance categorized vent diameter, flue collar diameter, or draft hood outlet diameter. [NFPA 54:13.1.12]

511.1.12 Vent connectors shall not be upsized more than two (2) sizes exceeding the listed appliance categorized vent diameter, flue collar diameter, or draft hood outlet diameter. [NFPA 54:13.1.13]

511.1.13 In a single run of vent or vent connector, more than one (1) diameter and type shall be permitted to be used, provided that the sizes and types are permitted by the tables. [NFPA 54:13.1.14]

511.1.14 Interpolation shall be permitted in calculating capacities for vent dimensions that fall between table entries (See Part II-Example G.1.3). [NFPA 54:13.1.15]

511.1.15 Extrapolation beyond the table entries shall not be permitted. [NFPA 54:13.1.16]

511.1.16 For vent heights lower than six (6) feet and exceeding vent heights shown in the tables, engineering methods shall be used to calculate vent capacities. [NFPA 54:13.1.17]

92

511.2 Additional Requirements to Multiple Appliance Vent Table 5-14 through Table 5-22.

511.2.1 Obstructions and Vent Damper. These venting tables shall not be used where obstructions (See Section 510.15) are installed in the venting system. The installation of vents serving listed appliances with vent dampers shall be in accordance with the appliance manufacturer’s instructions or in accordance with the following [NFPA 54:13.2.1]:

  1. The maximum capacity of the vent connector shall be determined using the NAT Max column.
  2. The maximum capacity of the vertical vent or chimney shall be determined using the FAN + NAT column when the second appliance is a fan-assisted appliance, or the NAT+ NAT column when the second appliance is equipped with a draft hood.
  3. The minimum capacity shall be determined as if the appliance were a fan-assisted appliance.
    1. The minimum capacity of the vent connector shall be determined using the FAN Min column.
    2. The FAN + FAN column shall be used when the second appliance is a fan-assisted appliance, and the FAN + NAT column shall be used when the second appliance is equipped with a draft hood, to determine whether the vertical vent or chimney configuration is not permitted (NA). Where the vent configuration is NA, the vent configuration shall not be permitted and an alternative venting configuration shall be utilized.

511.2.2 The vent connector horizontal length shall be eighteen (18) inches/inch (18 mm/mm) of connector diameter as shown in Table 5-7. [NFPA 54:13.2.2]

511.2.3 The vent connector shall be routed to the vent utilizing the shortest possible route. Connectors with longer horizontal lengths than those listed in Table 5-7 are permitted under the following conditions [NFPA 54:13.2.3]:

  1. The maximum capacity (FAN Max or NAT Max) of the vent connector shall be reduced 10 percent for each additional multiple of the length listed in Table 5-7. For example, the length listed for a four (4) inch (100 mm) connector shall not exceed six (6) feet (1.8 m). With a connector length exceeding six (6) feet (1.8 m) but not exceeding twelve (12) feet (3.7 m), the maximum capacity must be reduced by 10 percent (0.90 maximum vent connector capacity). With a connector length exceeding twelve (12) feet (3.7 m) but not exceeding eighteen (18) feet (5.5 m), the maximum capacity must be reduced by 20 percent (0.80 maximum vent capacity) [NFPA 54:13.2.3(1)].
  2. For a connector serving a fan-assisted appliance, the minimum capacity (FAN Min) of the connector shall be determined by referring to the corresponding single appliance table. For Type B double-wall connectors, Table 5-8 shall be used. For single-wall connectors, Table 5-9 shall be used. The height (H) and lateral (L) shall be measured according to the procedures for a single appliance vent, as if the other appliances were not present. [NFPA 54:13.2.3(2)]
TABLE 5-7
VENT CONNECTOR MAXIMUM LENGTH
[NFPA 54:TABLE 13.2.2]
CONNECTOR DIAMETER MAXIMUM (in.)CONNECTOR HORIZONTAL LENGTH (ft.)
For SI units, 1 in. = 25.4 mm; 1 ft. = 0.305 m.
3
46
5
69
710½
812
913½
1015
1218
1421
1624
1827
2030
2233
2436

511.2.4 Where the vent connectors are combined prior to entering the vertical portion of the common vent to form a common vent manifold, the size of the common vent manifold and the common vent shall be determined by applying a 10 percent reduction (.90 x maximum common vent capacity) to the Common Vent Capacity part of the common vent tables. The length of the common vent connector manifold (LM) shall not exceed eighteen (18) inches/inch (18 mm/mm) of common vent connector manifold diameter (D) (See Part II-Figure G.1(k)). [NFPA 54:13.2.4]

511.2.5 Vent Offset. Where the common vertical vent is offset, the maximum capacity of the common vent shall be reduced in accordance with Section 511.2.6, and the horizontal length of the common vent offset shall not exceed eighteen (18) inches/inch (18 mm/mm) of common vent diameter. Where multiple offsets occur in a common vent, the total horizontal length of offsets combined shall not exceed eighteen (18) inches/inch (18 mm/mm) of common vent diameter. [NFPA 54:13.2.5]

511.2.6 For each elbow up to and including 45 degrees in the common vent, the maximum common vent capacity listed in the venting tables shall be reduced by 5 percent. For each elbow exceeding 45 degrees up to and including 90 degrees, the maximum common vent capacity listed in the venting tables shall be reduced by 10 percent. [NFPA 54:13.2.6]

511.2.7 Common Vent Minimum Size. The cross-sectional area of the common vent shall be equal to or exceeding the cross-sectional area of the largest connector. [NFPA 54:13.2.8]

93

511.2.8 Tee and Wye Fittings. Tee and wye fittings connected to a common gas vent shall be considered as part of the common gas vent and constructed of materials consistent with that of the common gas vent. [NFPA 54-09:13.2.9]

511.2.9 At the point where tee or wye fittings connect to a common vent, the opening size of the fitting shall be equal to the size of the common vent. Such fittings shall not be prohibited from having reduced size openings at the point of connection of appliance vent connectors. [NFPA 54:13.2.10]

511.2.10 Sea level input ratings shall be used when determining maximum capacity for high-altitude installation. Actual input (derated for altitude) shall be used for determining minimum capacity for high-altitude installation. [NFPA 54:13.2.11]

511.2.11 The connector rise (R) for each appliance connector shall be measured from the draft hood outlet or flue collar to the centerline where the vent gas streams come together. [NFPA 54:13.2.12]

511.2.12 For multiple units of gas utilization appliances located on one (1) floor, available total height (H) shall be measured from the highest draft hood outlet or flue collar up to the level of the outlet of the common vent. [NFPA 54:13.2.13]

511.2.13 For multistory installations, available total height (H) for each segment of the system shall be the vertical distance between the highest draft hood outlet or flue collar entering that segment and the centerline of the next higher interconnection tee (See Part II-Figure G.1(m)). [NFPA 54:13.2.14]

511.2.14 The size of the lowest connector and of the vertical vent leading to the lowest interconnection of a multistory system shall be in accordance with Tables 5-8 or 5-9 for available total height (H) up to the lowest interconnection (See Part II-Figure G.1(n)). [NFPA 54:13.2.15]

511.2.15 Where used in multistory systems, vertical common vents shall be Type B double-wall and shall be installed with a listed vent cap. [NFPA 54:13.2.16]

511.2.16 Offsets in multistory common vent systems shall be limited to a single offset in each system, and systems with an offset shall comply with all of the following [NFPA 54:13.2.17]:

  1. The offset angle shall not exceed 45 degrees from vertical.
  2. The horizontal length of the offset shall not exceed eighteen (18) inches for each inch (180 mm/mm) of common vent diameter of the segment in which the offset is located.
  3. For the segment of the common vertical vent containing the offset, the common vent capacity listed in the common venting tables shall be reduced by 20 percent (0.80 x maximum common vent capacity).
  4. A multistory common vent shall not be reduced in size above the offset.

511.2.17 Where two (2) or more appliances are connected to a vertical vent or chimney, the flow area of the largest section of vertical vent or chimney shall not exceed seven (7) times the smallest listed appliance categorized vent areas, flue collar area, or draft hood outlet area unless designed in accordance with approved engineering methods. [NFPA 54:13.2.18]

511.2.18 For appliances with more than one (1) input rate, the minimum vent connector capacity (FAN Min) determined from the tables shall be less than the lowest appliance input rating, and the maximum vent connector capacity (FAN Max or NAT Max) determined from the table shall exceed the highest appliance input rating. [NFPA 54:13.2.19]

511.2.19 Listed corrugated metallic chimney liner systems in masonry chimneys shall be sized by using Tables 5-14 or 5-15 for Type B vents, with the maximum capacity reduced by 20 percent (0.80 maximum capacity) and the minimum capacity as shown in Tables 5-14 or 5-15. Corrugated metallic liner systems installed with bends or offsets shall have their maximum capacity further reduced in accordance with Sections 511.2.5 and 511.2.6. The 20 percent reduction for corrugated metallic chimney liner systems includes an allowance for one (1) long radius 90 degree turn at the bottom of the liner. [NFPA 54:13.2.20]

511.2.20 Tables 5-14 and 5-15 shall be used for chimneys and vents not exposed to the outdoors below the roof line. A Type B vent passing through an unventilated enclosure or chase insulated to a value of not less than R8 shall not be considered to be exposed to the outdoors. Tables 5-19 and 5-20 shall be used for clay-tile-lined exterior masonry chimneys, provided all of the following conditions are met [NFPA 54:13.2.22]:

  1. Vent connector is Type B double-wall.
  2. One (1) appliance is draft-hood-equipped.
  3. The combined appliance input rating is less than the maximum capacity given by Table 5-19 (for NAT + NAT) or Table 5-21 (for FAN + NAT).
  4. The input rating of each space-heating appliance exceeds the minimum input rating given by Table 5-20 (for NAT + NAT) or Table 5-22 (for FAN + NAT).
  5. The vent connector sizing is in accordance with Table 5-16.

511.2.21 Vent connectors shall not be increased more than two (2) sizes exceeding the listed appliance categorized vent diameter, flue collar diameter, or draft hood outlet diameter. Vent connectors for draft-hood-equipped appliances shall not be smaller than the draft hood outlet diameter. Where vent connector sizes determined from the tables for fan-assisted appliances are smaller than the flue collar diameter, the use of the smaller sizes shall be permitted provided that the installation complies with all of the following conditions [NFPA 54:13.2.24]:

  1. Vent connectors for fan-assisted appliance flue collars twelve (12) inches (300 mm) in diameter or 94smaller are not reduced by more than one (1) table size [e.g., twelve (12) inches to ten (10) inches (300 mm to 250 mm) is a one (1) size reduction] and those exceeding twelve (12) inches (300 mm) in diameter are not reduced exceeding two (2) table sizes [e.g., twenty-four (24) inch to twenty (20) inch (610 mm to 510 mm) is a two (2) size reduction].
  2. Fan-assisted appliances are common vented with a draft-hood-equipped appliance.
  3. The vent connector has a smooth interior wall.

511.2.22 Combinations of pipe sizes, single-wall, and double-wall metal pipe shall be allowed within any connector run or within the common vent, provided ALL of the appropriate tables permit ALL of the desired sizes and types of pipe, as if they were used for the entire length of the subject connector or vent. Where single-wall and Type B double-wall metal pipes are used for vent connectors within the same venting system, the common vent must be sized using Tables 5-15 or 5-17 as appropriate. [NFPA 54:13.2.25]

511.2.23 Where a table permits more than one (1) diameter of pipe to be used for a connector or vent, all the permitted sizes shall be permitted to be used. [NFPA 54:13.2.26]

511.2.24 Interpolation shall be permitted in calculating capacities for vent dimensions that fall between table entries (See Part II Annex G.1.3). [NFPA 54:13.2.27]

511.2.25 Extrapolation beyond the table entries shall not be permitted. [NFPA 54:13.2.28]

511.2.26 For vent heights lower than six (6) feet and exceeding vent heights shown in the tables, engineering methods shall be used to calculate vent capacities. [NFPA 54:13.2.29]

512.0 Direct-Vent Appliances.

Listed direct-vent gas utilization appliances shall be considered properly vented where installed in accordance with the terms of its listing, the manufacturer’s instructions, and Section 510.8.3. [NFPA 54:12.3.5]

FIGURE 5-7 ALL COMBUSTION AIR FROM ADJACENT INDOOR SPACES THROUGH INDOOR COMBUSTION AIR OPENINGS. [NFPA 54: FIGURE A.9.3.2.3(1)]

FIGURE 5-7 ALL COMBUSTION AIR FROM ADJACENT INDOOR SPACES THROUGH INDOOR COMBUSTION AIR OPENINGS. [NFPA 54: FIGURE A.9.3.2.3(1)]

95

FIGURE 5-8 ALL COMBUSTION AIR FROM OUTDOORS. INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(a)]

FIGURE 5-8 ALL COMBUSTION AIR FROM OUTDOORS. INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(a)]

FIGURE 5-9 ALL COMBUSTION AIR FROM OUTDOORS THROUGH VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(1)(b)]

FIGURE 5-9 ALL COMBUSTION AIR FROM OUTDOORS THROUGH VENTILATED ATTIC. [NFPA 54: FIGURE A.9.3.3.1(1)(b)]

FIGURE 5-10 ALL COMBUSTION AIR FROM OUTDOORS THROUGH HORIZONTAL DUCTS. [NFPA 54: FIGURE A.9.3.3.1(2)]

FIGURE 5-10 ALL COMBUSTION AIR FROM OUTDOORS THROUGH HORIZONTAL DUCTS. [NFPA 54: FIGURE A.9.3.3.1(2)]

FIGURE 5-11 ALL COMBUSTION AIR FROM OUTDOORS THROUGH SINGLE COMBUSTION AIR OPENING. [NFPA 54: FIGURE A.9.3.3.2]

FIGURE 5-11 ALL COMBUSTION AIR FROM OUTDOORS THROUGH SINGLE COMBUSTION AIR OPENING. [NFPA 54: FIGURE A.9.3.3.2]

96

FIGURE 5-12 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS. [NFPA 54: FIGURE A.12.9]

FIGURE 5-12 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS. [NFPA 54: FIGURE A.12.9]

FIGURE 5-13 RANGE OF WINTER DESIGN TEMPERATURES USED IN ANALYZING EXTERIOR MASONRY CHIMNEYS IN THE UNITED STATES. [NFPA 54: FIGURE G.2.4]

FIGURE 5-13 RANGE OF WINTER DESIGN TEMPERATURES USED IN ANALYZING EXTERIOR MASONRY CHIMNEYS IN THE UNITED STATES. [NFPA 54: FIGURE G.2.4]

97

TABLE 5-8
TYPE B DOUBLE-WALL GAS VENT [NFPA 54: TABLE 13.1(a)]
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:CONNECTED DIRECTLY TO VENT
 VENT DIAMETER –D (inch)
34567
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in = 25.4 mm, 1 ft. = 0.305 m, 1,000 Btu/hr = 0.293 kW, 1 in.2 = 645 mm2.
6007846015286025114103752050524285
2135136189767271571053223215744321217
4214934309464391531035022715366316211
6254632369161471491005922314978310205
8008450016594027615504152350583320
21257401610975251781202826318042365247
52353383210371421711155325517370356237
8284935399866511641096424716584347227
100088530175100029516604472550631345
21261421711881231941292628919540402273
52357403211377411871245228018868392263
103051364110470541761156726717588376245
150094580191112032718705022850716390
21169481513693202261502233922538475316
52265453013087392191424933021764463300
102959414012182512061356431520884445288
153553374811276611951287630119898429275
200097610202119034920205403070776430
210755114149100182501662037724933531346
52171482914396382421604736724162519337
102864443813389502291506235122881499321
153458404612484592171427333721794481308
2048523555116786920613484322206107464295
3000100640213128037422005873360853475
29815613166112142831851843228027613394
521775428160108362751764542127358600385
1027705037150102482621715940526177580371
153364NA4414196572491637038924990560357
205658NA53132906623715480374237102542343
30NANANA73113NA88214NA104346219131507321
5000101670216134039723206333630932518
28866111183122143202061549731422715445
52082NA27177119353122004348730855702438
102676NA35168114452991905647129873681426
155970NA42158NA542871806645528885662413
20NANANA50149NA632751697644027897642401
30NANANA69131NA84250NA99410259123605376
1000NANANA0218NA0407NA06654000997560
2NANANA10194NA12354NA1356637518831510
5NANANA26189NA33347NA4055736952820504
10NANANA33182NA43335NA5354236168801493
15NANANA40174NA50321NA6252835380782482
20NANANA47166NA59311NA7151334490763471
30NANANANANANA78290NA92483NA115726449
50NANANANANANANANANA147428NA180651405

98

TABLE 5-8
TYPE B DOUBLE-WALL GAS VENT [NFPA 54: TABLE 13.1(a)]
  NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:CONNECTED DIRECTLY TO VENT
VENT DIAMETER –D (inch)
89101214
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in.= 25.4 mm, 1 ft.= 0.305 m, 1,000 Btu/hr = 0.293 kW, 1 in.2 = 645 mm2.
600698370089747001,12157001,64585002,2671,170
25342528563543370756754551039826501381,346890
479419279935363621106684451479756401911,338880
6934132731105303541286614351719676302191,330870
80078041501,00653701,26166001,85897002,5711,320
2504833226061941871770515981,1247451301,5431,020
583473313996074071157585031541,1107331991,5281,010
8994633031175963961377464901801,0977202311,5141,000
100084745001,09658501,37772002,0361,06002,8251,450
2485333555768445768852560931,2448501241,7131,130
581522346956714461128395471491,2298291921,6961,105
101045043301226514271428175251871,2047952381,6691,080
150097052501,26368201,59684002,3801,24003,3231,720
24563341453815544631,019675861,4959851142,0621,350
576620403908005291051,0036601401,4769671822,0411,327
10996003861167775071359776351771,4469362272,0091,289
151155803731347554911559536102021,4189052571,9761,250
20001,05757501,38475201,75693002,6371,35003,7011,900
24171147050917612591,150755811,6941,1001072,3431,520
573697460869025991011,1337381351,6741,0791742,3201,498
10956754431128775761301,1057101721,6411,0452202,2821,460
151116544271298535571501,0786881951,6091,0182482,2451,425
201256344101458305371671,0526652171,5789902732,2101,390
30001,17365001,54885501,9771,06003,0041,55004,2522,170
233826535421,072700541,351865742,0041,310982,7861,800
569811524821,055688961,3328511271,9811,2891642,7591,775
10917885071071,0286681251,3018291641,9441,2542092,7161,733
151057654901241,0026481431,2728071871,9081,2202372,6741,692
201197434731399776281601,2437842071,8731,1852602,6331,650
301497024441719295941951,1897452461,8071,1303052,5551,585
50001,29770801,73095202,2311,19503,4411,82504,9342,550
226975615331,276813411,6201,010662,4311,513863,4092,125
565960605771,259798901,6009961182,4061,4951513,3802,102
10869355891011,2307731181,5679721542,3661,4661963,3322,064
151009115721171,2037471361,5369481772,3271,4372223,2852,206
201138885561311,1767221511,5059241952,2881,4082443,2391,987
301418445221611,1256701831,4468762322,2141,3492873,1501,910
100001,41177001,9081,04002,4911,31003,9252,05005,7292,950
2211,155700251,536935301,9751,170443,0271,820724,3132,550
5601,141692711,519926821,9551,1591073,0021,8031364,2822,531
10801,118679941,4929101081,9231,1421422,9611,7751804,2312,500
15931,0956661091,4658951261,8921,1241632,9201,7472064,1822,469
201051,0736531221,4388801411,8611,1071812,8801,7192264,1332,438
301311,0296271491,3878491701,8021,0712152,8031,6632654,0372,375
501979445752171,2887872411,6881,0002922,6571,5503503,8562,250

99

TABLE 5-8
TYPE B DOUBLE-WALL GAS VENT [NFPA 54: TABLE 13.1(a)] (continued)
  NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:CONNECTED DIRECTLY TO VENT
VENT DIAMETER –D (inch)
1618202224
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in.= 25.4 mm, 1 ft.= 0.305 m, 1,000 Btu/hr = 0.293 kW, 1 in.2 = 645 mm2.
6002,9831,53003,8021,96004,7212,43005,7372,95006,8533,520
21781,7691,1702252,2501,4802962,7821,8503603,3772,2205554,0302,670
42421,7611,1603002,2421,4753902,7741,8354693,3702,2155554,0232,660
62761,7531,1503412,2351,4704372,7671,8205233,3632,2106184,0172,650
8003,3991,74004,3332,22005,3872,75006,5553,36007,8384,010
21682,0301,3402122,5841,7002783,1962,1103363,8822,5604014,6343,050
52512,0131,3303112,5631,6853983,1802,0904763,8632,5455624,6123,040
82892,0001,3203542,5521,6704503,1632,0705373,8502,5306304,6023,030
10003,7421,92504,7822,45005,9553,05007,2543,71008,6824,450
21612,2561,4802022,8681,8902643,5562,3403194,3222,8403785,1533,390
52432,2381,4613002,8491,8713823,5362,3184584,3012,8185405,1323,371
102982,2091,4303642,8181,8404593,5042,2805464,2682,7806415,0993,340
15004,4232,27005,6782,90007,0993,62008,6654,410010,3935,300
21472,7191,7701863,4672,2602394,3042,8002905,2323,4103466,2514,080
52292,6961,7482833,4422,2603554,2782,7774265,2043,3855016,2224,057
102832,6591,7123463,4022,1934324,2342,7395105,1593,3435996,1754,019
153182,6231,6753853,3632,1504794,1922,7005645,1153,3006656,1293,980
20004,9482,52006,3763,25007,9884,06009,7854,980011,7536,000
21393,0972,0001753,9552,5702204,9163,2002695,9833,9103217,1544,700
52193,0971,9782703,9262,5443374,8853,1744035,9503,8804757,1194,662
102733,0291,9403343,8802,5004134,7863,1304895,8963,8305377,0634,600
153062,9881,9103723,8352,4654594,7863,0905415,8443,7956317,0074,575
203352,9881,8804043,7912,4304954,7373,0505855,7923,7606896,9534,550
30005,7252,92007,4203,77009,3414,750011,4835,850013,8487,060
21273,6962,3801594,7343,0501995,9003,8102417,1944,6502858,6175,600
52063,6662,3502524,7013,0203125,8633,7833737,1554,6224398,5745,552
102593,6172,3003164,6472,9703865,8033,7394567,0904,5745358,5055,471
152923,5702,2503544,5942,9204315,7443,6955077,0264,5275908,4375,391
203193,5232,2003844,5422,8704675,6863,6505486,9644,4806398,3705,310
303693,4332,1304404,4422,7855405,5743,5656356,8424,3757398,2395,225
50006,7113,44008,7744,460011,1295,635013,7676,940016,6948,430
21134,5542,8401415,8643,6701717,3394,6302098,9805,69525110,7886,860
51914,5202,8132345,8263,6392837,2954,5973368,9335,65439410,7376,818
102434,4642,7672955,7633,5853557,2244,5424198,8555,58549110,6526,749
152744,4092,7213305,7013,5343967,1554,5114658,7795,54654210,5706,710
203004,3562,6753615,6413,4814337,0864,4795068,7045,50658610,4886,670
303474,2532,6314125,5233,4314946,9534,4215778,5575,44467210,3286,603
100007,9144,050010,4855,300013,4546,700016,8178,600020,57810,300
2955,8343,5001207,5914,6001389,5775,80016911,8037,20020414,2648,800
51725,7973,4752087,5484,5662459,5285,76929311,7487,16234114,2048,756
102235,7373,4342687,4784,5093189,4475,71737411,6587,10043614,1058,683
152525,6783,3923047,4094,4513589,3675,66541811,5697,03748714,0078,610
202775,5053,3513307,3414,3943879,2895,61345211,4826,97552313,9108,537
303195,5053,2673787,2094,2794469,1365,50951411,3106,85059213,7208,391
504155,2893,1004866,9564,0505728,8415,30065910,9796,60075213,3548,100

100

TABLE 5-9
TYPE B DOUBLE-WALL GAS VENT [NFPA 54: TABLE 13.1(b)]
  NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT DIAMETER –D (inch)
34567
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in.=25.4 mm, 1 ft. = 0.305 m, 1,000 Btu⁄hr=0.293 kW, 1 in.2 = 645 mm2.
60387745591518585249140126373204165522284
239513660966685156104123231156159320213
4NANA33749263102152102146225152187313208
6NANA3183896011414799163220148207307203
80378350581649383273154123412234161580319
2395639591087583176119121261179155363246
5NANA377710269107168114151252171193352235
8NANA33909564122161107175243163223342225
100378753571749982293165120444254158628344
2396141591178082193128119287194153400272
55256397611176105185122148277186190388261
10NANA349710068132171112188261171237369241
1503693575619011180325186116499283153713388
2386947571369380225149115337224148473314
55163447512886102216140144326217182459298
10NANA399511679128201131182308203228438284
15NANANANANA72158186124220290192272418269
2003596605420011878346201114537306149772428
2377450561489978248165113375248144528344
55068477314094100239158141363239178514334
10NANA419312986125223146177344224222491316
15NANANANANA80155208136216325210264469301
20NANANANANANA186192126254306196309448285
3003499635321112776372219110584334144849472
23780565516411176281183109429279139610392
54974527215710698271173136417271171595382
10NANANA9114498122255168171397257213570367
15NANANA115131NA151239157208377242255547349
20NANANANANANA181223NA246357228298524333
30NANANANANANANANANANANANA389477305
5003399665121313373394230105629361138928515
23684615318112173318205104495312133712443
54880NA7017411794308198131482305164696435
10NANANA89160NA118292186162461292203671420
15NANANA112148NA145275174199441280244646405
20NANANANANANA176257NA236420267285622389
30NANANANANANANANANA315376NA373573NA
1000NANANA49214NA69403NA100659395131991555
2NANANA51192NA70351NA98563373125828508
5NANANA67186NA90342NA125551366156813501
10NANANA85175NA113324NA153532354191789486
15NANANA132162NA138310NA188511343230764473
20NANANANANANA168295NA224487NA270739458
30NANANANANANA231264NA301448NA355685NA
50NANANANANANANANANANANANA540584NA

101

TABLE 5-9
TYPE B DOUBLE-WALL GAS VENT [NFPA 54: Table 13.1(b)] (continued)
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT DIAMETER –D (inch)
891012
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in. =25.4 mm, 1 ft.=0.305m, 1,000 Btu/hr=0.293 kW, 1 in.2=645 mm2.
602116953692678944693711,1185695371,639849
2201423284251541368347673453498979648
4237416277295533360409664443584971638
6263409271327526352449656433638962627
802067774142581,0025363601,2576585211,852967
21974823212466174173397685134861,120743
52454703113056044044187545005981,104730
82804583003445913924707404866651,089715
1002028444492531,0935843511,3737185072,0311,057
21935313542426814563328495594751,242848
52415183442996674434098345445841,224825
102964973253636434234928085206881,194788
1501959665232441,2596813361,5918384882,3741,237
21876314132328125433191,0156734571,491983
52316164002877955263929976575621,469963
102845923813497685014709666286641,433928
153345683674047424845409376017501,399894
2001901,0535732381,3797503261,7519274732,6311,346
21827084682279146113091,1467544431,6891,098
52246924572798965963811,1267345471,6651,074
102776664373398665704571,0927026461,6261,037
153256404193938385495261,0606777301,5871,005
203746164004488105265921,0286518081,550973
3001841,1686472291,5428523121,9711,0564542,9961,545
21758235332191,0696982961,3468634241,9991,308
52158065212691,0496843661,3248465241,9711,283
102657775013271,0176624401,2878216201,9271,243
153127504813799856385071,2517947021,8841,205
203607234614339556155701,2167687801,8411,166
304616704265418955747041,1477209371,7591,101
5001761,2927042201,7249482952,2231,1894283,4321,818
21689716132091,2738112801,6151,0074012,4261,509
52049536022571,2527953471,5919914962,3961,490
102539235833131,2177654181,5519635892,3471,455
152998945623631,1837364811,5129346682,2991,421
203458665434151,1507085441,4739067412,2511,387
304428095025211,0866496741,3998488922,1591,318
10001661,4047652071,9001,0332732,4791,3003953,9122,042
21581,1526981961,5329332591,9701,1683713,0211,817
51941,1346882401,5119213221,9451,1534602,9901,796
102381,1046722931,4779023891,9051,1335472,9381,763
152811,0756563421,4438844471,8651,1106182,8881,730
203251,0466393911,4108645071,8251,0876902,8381,696
30418988NA4911,3438246311,7471,0418342,7391,627
50617866NA7111,205NA8951,591NA1,1382,5471,489

102

TABLE 5-10
MASONRY CHIMNEY [NFPA 54-09: TABLE 13.1(c)]
  NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
TYPE B DOUBLE-WALL CONNECTOR DIAMETER –D (inch) TO BE USED WITH CHIMNEY AREAS WITHIN THE SIZE LIMITS AT BOTTOM
34567
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in.=25.4 mm, 1 ft. =0.305 m, 1,000 Btu/hr–0.293 kW, 1 in.2–645 mm2.
62NANA28NANA52NANA86NANA130NANA180
5NANA25NANA49NANA82NANA117NANA165
82NANA29NANA55NANA93NANA145NANA198
5NANA26NANA52NANA88NANA134NANA183
8NANA24NANA48NANA83NANA127NANA175
102NANA31NANA61NANA103NANA162NANA221
5NANA28NANA57NANA96NANA148NANA204
10NANA25NANA50NANA87NANA159NANA191
152NANA35NANA67NANA114NANA17953475250
5NANA35NANA62NANA107NANA164NANA231
10NANA28NANA55NANA97NANA153NANA216
15NANANANANA48NANA89NANA141NANA201
202NANA38NANA74NANA124NANA20151522274
5NANA36NANA68NANA116NANA18480503254
10NANANANANA60NANA107NANA172NANA237
15NANANANANANANANA97NANA159NANA220
20NANANANANANANANA83NANA148NANA206
302NANA41NANA82NANA137NANA21647581303
5NANANANANA76NANA128NANA19875561281
10NANANANANA67NANA115NANA184NANA263
15NANANANANANANANA107NANA171NANA243
20NANANANANANANANA91NANA159NANA227
30NANANANANANANANANANANANANANA188
502NANANANANA92NANA161NANA251NANA351
5NANANANANANANANA151NANA230NANA323
10NANANANANANANANA138NANA215NANA304
15NANANANANANANANA127NANA199NANA282
20NANANANANANANANANANANA185NANA264
30NANANANANANANANANANANANANANANA
Minimum internal area of chimney (in.2)12 19 28 38 50 
Maximum internal area of chimney (in.2)Seven times the listed appliance categorized vent area, flue collar area, or draft hood outlet areas.

103

TABLE 5-10
MASONRY CHIMNEY [NFPA 54-09: TABLE 13.1 (c)] (continued)
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
TYPE B DOUBLE-WALL CONNECTOR DIAMETER –D (inch) TO BE USED WITH CHIMNEY AREAS WITHIN THE SIZE LIMITS AT BOTTOM
891012
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in. =25. 4 mm, 1 ft. =0.305 m, 1,000 Btu/hr=0.293 kW, 1 in. 2=645 mm2.
62NANA247NANA320NANA401NANA581
5NANA231NANA298NANA376NANA561
82NANA266845903501007284461391,024651
5NANA247NANA3281497114232011,007640
8NANA239NANA318173695410231990623
1026851929882655388988104911361,144724
5NANA2771246383651467914661961,124712
10NANA2631556103471827624442401,093668
1526461333677779441929685621271,376841
5995943131187594161399465331861,352828
101265652961487273941739125672291,315777
15NANA2811716983751988804852591,280742
2026167837573867491871,0836271211,548953
5956583501138454631331,0595971791,523933
101226273321438114401671,0225662211,482879
15NANA3141657804181919875412511,443840
20NANA2961867503972149555132771,406807
3025776242168985558811,2407171111,7931,112
5907413931069625261251,2166831691,7661,094
101157093731359275001581,1766482101,7211,025
15NANA3531568934761811,1396212391,679981
20NANA3321768604502031,1035922641,638940
30NANA288NANA4162491,0355553181,560877
50251840477611,106633721,413812992,0801,243
583819445981,0835961161,3877741552,0521,225
10NANA4241261,0475671471,3477331952,0061,147
15NANA4001461,0105391701,3077022221,9611,099
20NANA3761659775111901,2696692461,9161,050
30NANA327NANA4682331,1966232951,832984
Minimum internal area of chimney (in.2)63 78 95 132 
Maximum internal area of chimney (in.2)Seven times the listed appliance categorized vent area, flue collar area, or draft hood outlet areas.

104

TABLE 5-11
MASONRY CHIMNEY [NFPA 54-09: TABLE 13.1(d)]
  NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
SINGLE-WALL METAL CONNECTOR DIAMETER – D (inch) TO BE USED WITH CHIMNEY AREAS WITHIN THE SIZE LIMITS AT BOTTOM
34567
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in. =25.4 mm, 1 ft.=0.305 m, 1,000 Btu⁄hr=0.293 kW, 1 in.2=645 mm2.
62NANA28NANA52NANA86NANA130NANA180
5NANA25NANA48NANA81NANA116NANA164
82NANA29NANA55NANA93NANA145NANA197
5NANA26NANA51NANA87NANA133NANA182
8NANA23NANA47NANA82NANA126NANA174
102NANA31NANA61NANA102NANA161NANA220
5NANA28NANA56NANA95NANA147NANA203
10NANA24NANA49NANA86NANA137NANA189
152NANA35NANA67NANA113NANA178166473249
5NANA32NANA61NANA106NANA163NANA230
10NANA27NANA54NANA96NANA151NANA214
15NANANANANA46NANA87NANA138NANA198
202NANA38NANA73NANA123NANA200163520273
5NANA35NANA67NANA115NANA183NANA252
10NANANANANA59NANA105NANA170NANA235
15NANANANANANANANA95NANA156NANA217
20NANANANANANANANA80NANA144NANA202
302NANA41NANA81NANA136NANA215158578302
5NANANANANA75NANA127NANA196NANA279
10NANANANANA66NANA113NANA182NANA260
15NANANANANANANANA105NANA168NANA240
20NANANANANANANANA88NANA155NANA223
30NANANANANANANANANANANANANANA182
502NANANANANA91NANA160NANA250NANA350
5NANANANANANANANA149NANA228NANA321
10NANANANANANANANA136NANA212NANA301
15NANANANANANANANA124NANA195NANA278
20NANANANANANANANANANANA180NANA258
30NANANANANANANANANANANANANANANA
Minimum internal area of chimney (in.2)12 19 28 38 50 
Maximum internal area of chimney (in.2)Seven times the listed appliance categorized vent area, flue collar area, or draft hood outlet areas.

105

TABLE 5-11
MASONRY CHIMNEY [NFPA 54-09: TABLE 13.1(d) (continued)
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:CATEGORY 1
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
SINGLE-WALL METAL CONNECTOR DIAMETER-D(inch) TO BE USED WITH CHIMNEY AREAS WITHIN THE SIZE LIMITS AT BOTTOM
891012
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
HEIGHT H (ft)LATERAL L (ft)FANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
For SI units, 1 in.= 25.4 mm, 1 ft. = 0.305 m, 1,000 Btu/hr = 0.293 kW, 1 in.2=645 mm2.
62NANA247NANA319NANA400NANA580
5NANA230NANA297NANA375NANA560
82NANA265NANA3493827254455491,021650
5NANA246NANA327NANA4226731,003638
8NANA237NANA317NANA408747985621
1022165182972716543873738084905361,142722
5NANA2763346353644597894656571,121710
10NANA261NANA3455477584417711,088665
1522116113352647764403629655605201,373840
52615913123257554144449425316371,348825
10NANA2943927223925319075047491,309774
15NANA2784526923726068734818411,272738
2022066753742588644902521,0796255081,544950
52556553483178424614331,0555946231,518930
103126223303828064375171,0165627331,475875
15NANA3114427734145919795398231,434835
20NANA292NANA3926639445109111,394800
3022007594202499825563401,2377154891,7891,110
52457373913069585244171,2106806001,7601,090
103007033703709204965001,1686447081,7131,020
15NANA3494288844715721,1286157981,668975
20NANA327NANA4456431,0895858831,624932
30NANA281NANA408NANA5441,0551,539865
5021918374752381,1036313231,4088104632,0761,240
5NANA4422931,0785933981,3817705712,0441,220
10NANA4203551,0385624471,3377286741,9941,140
15NANA395NANA5335461,2946957611,9451,090
20NANA370NANA5046161,2516608441,8981,040
30NANA318NANA458NANA6101,0091,805970
Minimum internal area of chimney (in.2)63 78 95 132 
Maximum internal area of chimney (in.2)Seven times the listed appliance categorized vent area, flue collar area, or draft hood outlet areas.

106

TABLE 5-12
SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT [NFPA 54: TABLE 13.1(e)]
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:DRAFT HOOD-EQUIPPED
APPLIANCE VENT CONNECTION:CONNECTED DIRECTLY TO PIPE OR VENT
HEIGHT H (ft)LATERAL L (ft)DIAMETER-D(inch) TO BE USED WITH CHIMNEY AREAS WITHIN THE SIZE LIMITS AT BOTTOM
3456781012
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
MAXIMUM APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
For SI units, 1 in. = 25.4 mm, 1 ft. = 0.305 m, 1,000 Btu/hr=0.293 kW, 1 in.2=645 mm2.
603970116170232312500750
2315594141194260415620
5285188128177242390600
804276126185252340542815
23261102154210284451680
5295695141194264430648
10244986131180250406625
1004584138202279372606912
23567111168233311505760
53261104153215289480724
10275494143200274455700
15NA4684130186258432666
15049911512233124206841,040
23972122186260350570865
53567110170240325540825
103058103158223308514795
15NA5093144207291488760
20NANA82132195273466726
200531011632523424707701,190
24280136210286392641990
53874123192264364610945
103265115178246345571910
15NA55104163228326550870
20NANA91149214306525832
300561081832763845298781,370
244841482303204417301,140
5NA781372102964106941,080
10NA681251962743886561,050
15NANA1131772583666251,000
20NANA99163240344596960
30NANANANA192295540890
500NA1202103104435909801,550
2NA951712603704928201,290
5NANA1592343424747801,230
10NANA1462213184567301,190
15NANANA2002924077051,130
20NANANA1852763846701,080
30NANANANA2223306051,010

107

TABLE 5-13
EXTERIOR MASONRY CHIMNEY [NFPA 54: TABLE 13.1(f)]
 NUMBER OF APPLIANCES:SINGLE
APPLIANCE TYPE:NAT
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
INTENDED USE: MINIMUM ALLOWABLE INPUT RATING OF SPACE-HEATING APPLIANCE IN THOUSANDS OF BTU PER HOUR
VENT HEIGHT H (ft)INTERNAL AREA OF CHIMNEY (inch2)
12192838506378113
For SI units, 1 in. = 25.4 mm, 1 in.2=645 mm,2 1 ft.=0.305 m, 1,000 But per hr = 0.293 kW,°C=(°F–32)/1.8.
Note: See Figure 5-13 for a map showing local 99 percent winter design temperatures in the United States.
 Local 99% winter design temperature: 37°F or greater
600000000
800000000
1000000000
15NA0000000
20NANA12319024918400
30NANANANANA3933340
50NANANANANANANA579
 Local 99% winter design temperature: 27°F to 36°F
60068116156180212266
80082127167187214263
1005197141183201225265
15NANANANA233253274305
20NANANANANA307330362
30NANANANANA419445485
50NANANANANANANA763
 Local 99% winter design temperature: 17°F to 26°F
6NANANANANA215259349
8NANANANA197226264352
10NANANANA214245278358
15NANANANANA296331398
20NANANANANA352387457
30NANANANANANA507581
50NANANANANANANANA
 Local 99° winter design temperature: 5°F to 16°F
6NANANANANANANA416
8NANANANANANA312423
10NANANANANA289331430
15NANANANANANA393485
20NANANANANANA450547
30NANANANANANANA682
50NANANANANANANA972
 Local 99% winter design temperature: -10°F to 4°F
6NANANANANANANA484
8NANANANANANANA494
10NANANANANANANA513
15NANANANANANANA586
20NANANANANANANA650
30NANANANANANANA805
50NANANANANANANA1,003
 Local 99% winter design temperature:-11°F or lower Not recommended for any vent configurations

108

TABLE 5-14
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2(a)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE-WALL VENT AND CONNECTOR DIAMETER – D (inch)
34567
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
6122372635664646106725816410477225142
223413137755548121866018312479253168
324443538816249132966219913982275189
8122402735724849114766417610984243148
223443236805751128906619512986269175
3244736378764531391016721014588290198
10122432834785049123786518911389257154
223473336865951136936720613491282182
3245037379267521461046922015094303205
15121503033895347142836422012088298163
222533535966349153996623514291320193
32455403610271511631116824816093339218
20121543133995646157876224612586334171
22257373410566481671046425914989354202
32360423511074501761166627116891371228
301206233311135945181936028813483391182
22164393311870471901106229915885408215
32266443412379481981246430917888423242
5011971363013364432161015734914578477197
22173433213776452231195935817281490234
32275483314186462291346136619483502263
10011882372815866402621045344215073611204
21983443016179422671235544717875619242
32084503116389442721385745220078627272
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
4567
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2=645 mm2, 1 ft =0.305 m, 1000 Btu per hr-0.293 kW.
6928165140116103204161147309248200
81019073155129114224178163339275223
101109779169141124243194178367299242
1512511291195164144283228206427352280
20136123102215183160314255229475394310
30152138118244210185361297266547459360
50167153134279244214421353310641547423
100175163NA311277NA489421NA751658479

109

TABLE 5-14
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2(a)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE-WALL VENT AND CONNECTOR DIAMETER – D (inch)
8910
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMax
6192296185109376237128466289
295333220112424282131526345
397363248114463317134575386
81100320194118408248138507303
2103356230121454294141564358
3105384258123492330143612402
101106341200125436257146542314
2109374238128479305149596372
3111402268131515342152642417
151110389214134493273162609333
2112419253137532323165658394
3115445286140565365167700444
201107436224131552285158681347
2110463265134587339161725414
3113486300137618383164764466
301103512238125649305151802372
2105535282129679360155840439
3108555317132706405158874494
50197627257120797330144984403
21006453061238203921481,014478
31036613431268424411511,043538
1001918102661121,0383411351,285417
2948223161151,0544051391,306494
3978343551181,0694551421,327555
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
8910
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in.=25.4 mm, 1 in.2=645 mm2, 1 ft.=0.305 m, 1000 Btu per hr=0.293 kW.
6404314260547434335672520410
8444348290602480378740577465
10477377315649522405800627495
15556444365753612465924733565
206214994058426885231,035826640
307205854709798086051,209975740
508547065501,1649777051,4511,188860
1001,0258736251,4081,2158001,7841,502975

110

TABLE 5-14
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2(a)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE-WALL VENT AND CONNECTOR DIAMETER – D inch)
12141618
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
621747644962231,0466532811,3718533461,7721,080
41808976162301,2318272871,6171,0813522,0691,370
6NANANANANANANANANANANANA
821868225162381,1266962981,4789103651,9201,150
41929526442441,3078843051,7191,1503722,2111,460
61981,0507722521,4451,0723131,9021,3903802,4341,770
1021968705362491,1957303111,5709553792,0491,205
42019976642561,3719243181,8041,2053872,3321,535
62071,0957922631,5091,1183251,9891,4553952,5561,865
1522149675682721,3347903361,7601,0304082,3171,305
42211,0857122791,4991,0063441,9781,3204162,5791,665
62281,1818562861,6321,2223512,1571,6104242,7962,025
2022231,0515962911,4438403571,9111,0954302,5331,385
42301,1627482981,5971,0643652,1161,3954382,7781,765
62371,2539003071,7261,2883732,2871,6954502,9842,145
3022161,2176322861,6649103672,1831,1904612,8911,540
42231,3167922941,8021,1603762,3661,5104743,1101,920
62311,4009523031,9201,4103842,5241,8304853,2992,340
5022061,4796892732,0231,0073502,6591,3154353,5481,665
42131,5618602812,1391,2913592,8141,6854473,7302,135
62211,6311,0312902,2421,5753692,9512,0554613,8932,605
10021921,9237122542,6441,0503263,4901,3704024,7071,740
42001,9848882632,7311,3463363,6061,7604144,8422,220
62082,0351,0642722,8111,6423463,7142,1504264,9682,700
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
12141618
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
69006965881,2849908151,7351,3361,0652,2531,7321,345
89947736521,4231,1039121,9271,4911,1902,5071,9361,510
101,0768417121,5421,2009952,0931,6251,3002,7272,1131,645
151,2479868251,7941,4101,1582,4401,9101,5103,1842,4841,910
201,4051,1169162,0061,5881,2902,7222,1471,6903,5612,7982,140
301,6581,3271,0252,3731,8921,5253,2202,5581,9904,1973,3262,520
502,0241,6401,2802,9112,3471,8633,9643,1832,4305,1844,1493,075
1002,5692,1311,6703,7323,0762,4505,1254,2023,2006,7495,5094,050

111

TABLE 5-14
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2(a)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE-WALL VENT AND CONNECTOR DIAMETER – D (inch)
202224
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMax
62NANANANANANANANANA
4NANANANANANANANANA
6NANANANANANANANANA
82NANANANANANANANANA
44712,7371,8005603,3192,1806623,9572,590
64783,0182,1805683,6652,6406694,3733,130
102NANANANANANANANANA
44862,8871,8905813,5022,2806864,1752,710
64943,1692,2905893,8492,7606944,5933,270
152NANANANANANANANANA
45233,1972,0606243,8812,4907344,6312,960
65333,4702,5106344,2163,0307435,0353,600
202NANANANANANANANANA
45543,4472,1806614,1902,6307725,0053,130
65673,7082,6506714,5113,1907855,3923,790
302NANANANANANANANANA
46193,8402,3657284,8612,8608475,6063,410
66324,0802,8757414,9763,4808605,9614,150
502NANANANANANANANANA
45804,6012,6337095,5693,1858516,6333,790
65944,8083,2087245,8263,8858676,9434,620
1002NANANANANANANANANA
45235,9822,7506397,2543,3307698,6503,950
65396,1433,3506547,4534,0707868,8924,810
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
202224
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN +FANFAN +NATNAT +NATFAN +FANFAN +NATNAT +NATFAN +FANFAN +NATNAT +NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
62,8382,1801,6603,4882,6771,9704,2063,2262,390
83,1622,4391,8603,8902,9982,2004,6953,6162,680
103,4442,6652,0304,2413,2782,4005,1233,9572,920
154,0263,1332,3604,9713,8622,7906,0164,6703,400
204,5483,5522,6405,5734,3523,1206,7495,2613,800
305,3034,1933,1106,5395,1573,6807,9406,2474,480
506,5675,2403,8008,1166,4584,5009,8377,8135,475
1008,5976,9865,00010,6818,6485,92013,00410,4997,200

112

TABLE 5-15
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2(b)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)SINGLE-WALL METAL VENT CONNECTOR DIAMETER – D (inch)
34567
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
61NANA26NANA46NANA71NANA102207223140
2NANA31NANA55NANA85168182123215251167
3NANA34NANA6212113195175198138222273188
81NANA27NANA48NANA75NANA106226240145
2NANA32NANA5712512689184193127234266173
3NANA35NANA64130138100191208144241287197
101NANA28NANA5011912177182186110240253150
2NANA3384855912413491189203132248278183
3NANA36899167129144102197217148257299203
151NANA2979875211613881177214116238291158
2NANA3483946212115097185230138246314189
3NANA398710070127160109193243157255333215
20149563078975411515284175238120233325165
25259368210364120163101182252144243346197
35562408710772125172113190264164252363223
301476031771105711217589169278129226380175
25162378111567117185106177290152236397208
35464428511976122193120185300172244412235
50146693475128601092079616233613721746088
249714079327211415113170345164226473223
35272458313682119221123178353186235486252
1001457934711506110424998153424140205585192
24880417515373110255115160428167212593228
35181467915785114260129168433190222603256
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
4567
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6NA7864NA11399200158144304244196
8NA8771NA126111218173159331269218
10NA9476163137120237189174357292236
1512110888189159140275221200416343274
2013111898208177156305247223463383302
30145132113236202180350286257533446349
50159145128268233208406337296622529410
100166153NA297263NA469398NA726633464

113

TABLE 5-15
TYPE B DOUBLE-WALL VENT [NFPA 54: TABLE 13.2 (b)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)SINGLE-WALL METAL VENT CONNECTOR DIAMETER – D (inch)
8910
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMax
61262293183325373234447463286
2271331219334422281458524344
3279361247344462316468574385
81285316191352403244481502299
2293353228360450292492560355
3302381256370489328501609400
101302335196372429252506534308
2311369235381473302517589368
3320398265391511339528637413
151312380208397482266556596324
2321411248407522317568646387
3331438281418557360579690437
201306425217390538276546664336
2317453259400574331558709403
3326476294412607375570750457
301296497230378630294528779358
2307521274389662349541819425
3316542309400690394555855482
501284604245364768314507951384
2294623293376793375520983458
33046403313878164235351,013518
10012697742493459933214761,236393
22797882993581,0113834901,259469
32898013393681,0274315061,280527
COMMON VENT CAPACITY
VENT HEIGHT H (ft)TYPE B DOUBLE-WALL COMMON VENT DIAMETER – D (inch)
8910
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in. = 25.4 mm, 1 in2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6398310257541429332665515407
8436342285592473373730569460
10467369309638512398787617487
15544434357738599456905718553
206064873958246735121,013808626
307035704599587905931,183952723
508336865351,1399546891,4181,157838
1009998466061,3781,1857801,7411,459948

114

TABLE 5-16
MASONRY CHIMNEY [NFPA 54: TABLE 13.2(c)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE WALL VENT CONNECTOR DIAMETER – D (inch)
34567
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
6124332139624052106676519410187274141
226432841795253133856723012489324173
327493442926155155976926214391369203
8124392239724155117697121310594304148
226472940875357140867324612797350179
327523442976259159987526914599383206
101244222388042551307174232108101324153
2265029409354571538776261129103366184
327553541105635817010078284148106397209
151244823389344541547472277114100384164
22555313910555561748974299134103419192
326593541115645718910276319153105448215
201245224371024653172777131311998437173
22558313911456551909173335138101467199
326633540123655720410475353157104493222
301245425371114852192826935712796504187
2256032381225854208957237614599531209
326643640131665622110774392163101554233
501235125361165151209896740514392582213
22459323712761532251027042116195604235
32664363913569552371157243518098624260
1001234624351085049208926542815588640237
22453313712060512241056744417492660260
32559353813068532371186945819394679285
COMMON VENT CAPACITY
VENT HEIGHT H (ft)MINIMUM INTERNAL AREA OF MASONRY CHIMNEY FLUE (inch2)
1219283850
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6NA7425NA11946NA17871NA257103NA351143
8NA8028NA13053NA19382NA279119NA384163
10NA8431NA13856NA20790NA299131NA409177
15NANA36NA15267NA233106NA334152523467212
20NANA41NANA75NA250122NA368172565508243
30NANANANANANANA270137NA404198615564278
50NANANANANANANANANANANANANA620328
100NANANANANANANANANANANANANANA348

115

TABLE 5-16
MASONRY CHIMNEY [NFPA 54: TABLE 13.2(c)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)TYPE B DOUBLE-WALL VENT CONNECTOR DIAMETER – D (inch)
8910
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMax
61104370201124479253145599319
2107436232127562300148694378
3109491270129633349151795439
81113414210134539267156682335
2116473240137615311160776394
3119517276139672358163848452
101120444216142582277165739348
2123498247145652321168825407
3126540281147705366171893463
151125511229153658297184824375
2128558260156718339187900432
3131597292159760382190960486
201123584239150752312180943397
21266252701538053541841,011452
31296613011568513961871,067505
3011196802551458833371751,115432
21227152871499283781791,171484
31257463171529684181821,220535
5011157982941401,0493921681,334506
21188273261431,0854331721,379558
31218543571471,1184741761,421611
10011099073341341,2224541611,589596
21139333681381,2534971651,626651
31169563991411,2825401691,661705
COMMON VENT CAPACITY
VENT HEIGHT H (ft)MINIMUM INTERNAL AREA OF MASONRY CHIMNEY FLUE (inch2)
6378113
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FANM
+FAN
FAN
+NAT
FAN
+NAT
FAN
+NAT
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6NA458188NA5822461,041853NA
8NA5012187246362781,144937408
106065382367766863021,2261,010454
156826112838747813651,3741,156546
207426683259558584191,5131,286648
308167473811,0629694961,7021,473749
508798314611,1651,0896061,9051,692922
100NANA499NANA6692,0531,9211,058

116

TABLE 5-17
MASONRY CHIMNEY [NFPA 54: TABLE 13.2(d)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)SINGLE-WALL METAL VENT CONNECTOR DIAMETER – D (inch)
34567
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMaxMinMaxMaxMinMaxMax
61NANA21NANA39NANA66179191100231271140
2NANA28NANA52NANA84186227123239321172
3NANA34NANA6113415397193258142247365202
81NANA21NANA40NANA68195208103250298146
2NANA28NANA5213713985202240125258343177
3NANA34NANA6214315698210264145266376205
101NANA22NANA4113015170202225106267316151
2NANA29NANA5313615086210255128276358181
3NANA34971026214316699217277147284389207
151NANA23NANA4312915173199271112268376161
2NANA30921035413517088207295132277411189
3NANA349611263141185101215315151286439213
201NANA2387994512816776197303117265425169
2NANA30911115513418590205325136274455195
3NANA359611964140199103213343154282481219
301NANA24861084712618780193347124259492183
2NANA31911195713220393201366142269518205
3NANA359512765138216105209381160277540229
501NANA24851135012420487188392139252567208
2NANA318912360130218100196408158262588230
3NANA359413168136231112205422176271607255
1001NANA23841044912220089182410151243617232
2NANA308811559127215102190425169253636254
3NANA349312467133228115199438188262654279
COMMON VENT CAPACITY
VENT HEIGHT H (ft)MINIMUM INTERNAL AREA OF MASONRY CHIMNEY FLUE (inch2)
1219283850
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FANM
+FAN
FAN
+NAT
FAN
+NAT
FAN
+NAT
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
FAN
+FAN
FAN
+NAT
NAT
+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6NANA25NA11845NA17671NA255102NA348142
8NANA28NA12852NA19081NA276118NA380162
10NANA31NA13656NA20589NA295129NA405175
15NANA36NANA66NA230105NA335150NA400210
20NANANANANA74NA247120NA362170NA503240
30NANANANANANANANA135NA398195NA558275
50NANANANANANANANANANANANANA612325
100NANANANANANANANANANANANANANANA

117

TABLE 5-17
MASONRY CHIMNEY [NFPA 54: TABLE 13.2(d)] (continued)
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:CATEGORY I
APPLIANCE VENT CONNECTION:SINGLE-WALL METAL CONNECTOR
VENT CONNECTOR CAPACITY
VENT HEIGHT H (ft)CONNECTOR RISE R (ft)SINGLE-WALL METAL VENT CONNECTOR DIAMETER – D (inch)
8910
APPLIANCE INPUT RATING LIMITS IN THOUSANDS OF BTU PER HOUR
FANNATFANNATFANNAT
MinMaxMaxMinMaxMaxMinMaxMax
61292366200362474252499594316
2301432231373557299509696376
3309491269381634348519793437
81313407207387530263529672331
2323465238397607309540766391
3332509274407663356551838450
101333434213410571273558727343
2343489244420640317569813403
3352530279430694363580880459
151349502225445646291623808366
2359548256456706334634884424
3368586289466755378646945479
201345569235439734306614921387
2355610266450787348627986443
33656442984618313916391,042496
3013386652504308643306001,089421
23486992824429083726131,145473
33587293124529464126261,193524
5013287782874171,0223835821,302492
23398063204291,0584255961,346545
33498313514401,0904666101,386597
10013158753284021,1814445601,537580
23268993614151,2104885751,570634
33379213924271,2385295891,604687
COMMON VENT CAPACITY
VENT HEIGHT H (ft)MINIMUM INTERNAL AREA OF MASONRY CHIMNEY FLUE (inch2)
6378113
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
FANM+FANFAN+NATFAN+NATFAN+NATFAN+NATNAT+NATFAN+FANFAN+NATNAT+NAT
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6NA455187NA579245NA846NA
8NA497217NA6332771,136928405
10NA5322347716803001,2161,000450
156776022808667723601,3591,139540
207656613219478494151,4951,264640
308087393771,0529574901,6821,447740
50NA8214561,1521,0766001,8791,672910
100NANA494NANA6632,0061,8851,046

118

TABLE 5-18
SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT[NFPA 54: TABLE 13.2(e)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:DRAFT HOOD-EQUIPMENT
APPLIANCE VENT CONNECTION:DIRECT TO PIPE OR VENT
VENT CONNECTOR CAPACITY
TOTAL VENT HEIGHT H (ft)CONNECTOR RISE R (ft)VENT CONNECTOR DIAMETER – D (inch)
345678
APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
6-81214068102146205
2285386124178235
3346198147204275
151234477117179240
2305692134194265
33564102155216298
30 and up1254984129190270
2315897145211295
33668107164232321
COMMON VENT CAPACITY
TOTAL VENT HEIGHT H (ft)COMMON VENT DIAMETER – D(inch)
456781012
COMBINED APPLIANCE INPUT RATING IN THOUSANDS OF BTU PER HOUR
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
64878111155205320NA
85589128175234365505
105995136190250395560
1571115168228305480690
2080129186260340550790
30NA147215300400650940
50NANANA3604908101,190
TABLE 5-19
EXTERIOR MASONRY CHIMNEY [NFPA 54: TABLE 13.2(f)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:NAT + NAT
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
INTENDED USE: COMBINED APPLIANCE MAXIMUM INPUT RATING IN THOUSANDS OF BTU PER HOUR
VENT HEIGHT H (ft)INTERNAL AREA OF CHIMNEY (inch2)
12192838506378113
For SI units, 1 in. = 25.4 mm, 1 in. 2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
6254671103143188246NA
8285382119163218278408
10315690131177236302454
15NA67106152212283365546
20NANANANANA325419648
30NANANANANANA496749
50NANANANANANANA922
100NANANANANANANANA

119

TABLE 5-20
EXTERIOR MASONRY CHIMNEY [NFPA 54: TABLE 13.2(g)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:NAT + NAT
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
INTENDED USE MINIMUM ALLOWABLE INPUT RATING OF SPACE-HEATING APPLIANCE IN THOUSANDS OF BTU PER HOUR
VENT HEIGHT H (ft)INTERNAL AREA OF CHIMNEY (inch2)
12192838506378113
For SI units, 1 in. =25.4mm, 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW, °C = (°F - 32)/1.8.
Note: See Figure G.2.4 for a map showing local 99 percent winter design temperatures in the United States.
Local 99% winter design temperature: 37°F or greater
60000000NA
800000000
1000000000
15NA0000000
20NANANANANA18400
30NANANANANA3933340
50NANANANANANANA579
100NANANANANANANANA
Local 99% winter design temperature: 27°F to 36°F
60068NANA180212NA
80082NANA187214263
10051NANANA210225265
15NANANANANA253274305
20NANANANANA307330362
30NANANANANANA445485
50NANANANANANANA763
100NANANANANANANANA
Local 99% winter design temperature: 17°F to 26°F
6NANANANANANANANA
8NANANANANANA264352
10NANANANANANA278358
15NANANANANANA331398
20NANANANANANA387457
30NANANANANANANA581
50NANANANANANANA862
100NANANANANANANANA
Local 99% winter design temperature: 5°F to 16°F
6NANANANANANANANA
8NANANANANANANANA
10NANANANANANANA430
15NANANANANANANA485
20NANANANANANANA547
30NANANANANANANA682
50NANANANANANANANA
100NANANANANANANANA
Local 99% winter design temperature: 4°F or lower Not recommended for any vent configurations

120

TABLE 5-21
EXTERIOR MASONRY CHIMNEY [NFPA 54: TABLE 13.2(h)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:FAN+NAT
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
 INTENDED USE: COMBINED APPLIANCE MAXIMUM INPUT RATING IN THOUSANDS OF BTU PER HOUR
VENT HEIGHT
H
(ft)
INTERNAL AREA OF CHIMNEY (inch)2
12192838506378113
For SI units, 1 in = 25.4 mm. 1 in.2 = 645 mm2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
674119178257351458582853
880130193279384501636937
10841382072994095386861,010
15NA1522333344676117811,156
20NANA2503685086688581,286
30NANANA4045647479691,473
50NANANANANA8311,0891,692
100NANANANANANANA1,921

121

TABLE 5-22
EXTERIOR MASONRY CHIMNEY [NFPA 54: TABLE 13.2(i)]
 NUMBER OF APPLIANCES:TWO OR MORE
APPLIANCE TYPE:FAN + NAT
APPLIANCE VENT CONNECTION:TYPE B DOUBLE-WALL CONNECTOR
INTENDED USE: MINIMUM ALLOWABLE INPUT RATING OF SPACE-HEATING APPLIANCE IN THOUSANDS OF BTU PER HOUR
VENT HEIGHT H (ft)INTERNAL AREA OF CHIMNEY (inch2)
12192838506378113
For SI units, 1 in. = 25.4 mm, 1 in2 = 645 mm 2, 1 ft. = 0.305 m, 1000 Btu per hr = 0.293 kW.
Note: See Figure 5-13 for a map showing local 99 percent winter design temperatures in the United States.
Local 99‰ winter design temperature: 37°F or greater
600000000
800000000
1000000000
15NA0000000
20NANA12319024918400
30NANANA3343983933340
50NANANANANA714707579
100NANANANANANANA1,600
Local 99‰ winter design temperature: 27°F to 36°F
60068116156180212266
80082127167187214263
1005197141183210225265
15NA111142183233253274305
20NANA187230284307330362
30NANANA330319419445485
50NANANANANA672705763
100NANANANANANANA1,554
Local 99‰ winter design temperature: 17°F to 26°F
605599141182215259349
85274111154197226264352
10NA90125169214245278358
15NANA167212263296331398
20NANA212258316352387457
30NANANA362429470507581
50NANANANANA723766862
100NANANANANANANA1,669
Local 99‰ winter design temperature: 5°F to 16°F
6NA78121166214252301416
8NA94135182230269312423
10NA111149198250289331430
15NANA193247305346393485
20NANANA293360408450547
30NANANA377450531580682
50NANANANANA797853972
100NANANANANANANA1,833
Local 99‰ winter design temperature: -10°F to 4°F
6NANA145196249296349484
8NANA159213269320371494
10NANA175231292339397513
15NANANA283351404457586
20NANANA333408468528650
30NANANANANA603667805
50NANANANANANA9551,003
100NANANANANANANANA
Local 99‰winter design temperature: -11°F or lower
Not recommended for any vent configurations

122

PART II

This is originally from NFPA 54, which contains additional references from the UPC.

Sizing of Venting Systems Serving Appliances Equipped with Draft Hoods, Category I Appliances, and Appliances Listed for Use with Type B Vents

G.1 Examples Using Single Appliance Venting Tables. See Figure G.1 (a) through Figure G.1(n).

FIGURE G.1(a) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT.

FIGURE G.1(a) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT.

FIGURE G.1(b) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR.

FIGURE G.1(b) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR.

FIGURE G.1(c) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY AND A TYPE B DOUBLE-WALL VENT CONNECTOR.

FIGURE G.1(c) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY AND A TYPE B DOUBLE-WALL VENT CONNECTOR.

FIGURE G.1(d) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR.

FIGURE G.1(d) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR.

123

FIGURE G.1(e) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE

FIGURE G.1(e) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE

FIGURE G.1(f) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTORS

FIGURE G.1(f) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTORS

FIGURE G.1(g) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS.

FIGURE G.1(g) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS.

FIGURE G.1(h) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTORS.

FIGURE G.1(h) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTORS.

124

FIGURE G.1(i) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL VENT CONNECTORS.

FIGURE G.1(i) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL VENT CONNECTORS.

FIGURE G.1(j) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES.

FIGURE G.1(j) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES.

FIGURE G.1(k) USE OF MANIFOLDED COMMON VENT CONNECTOR.

FIGURE G.1(k) USE OF MANIFOLDED COMMON VENT CONNECTOR.

FIGURE G.1(l) USE OF OFFSET COMMON VENT.

FIGURE G.1(l) USE OF OFFSET COMMON VENT.

125

G.1.1 Example 1: Single Draft-Hood-Equipped Appliance. An installer has 120,000-Btu/h input appliance with a five (5) inch diameter draft hood outlet that needs to be vented into a ten (10) foot high Type B vent system. What size vent should be used assuming (1) a five (5) foot lateral single-wall metal vent connector is used with two (2) 90 degree elbows or (2) a five (5) foot lateral single-wall metal vent connector is used with three (3) 90 degree elbows in the vent system? (See Figure G.1.1).

Solution

Table 5-9 should be used to solve this problem because single-wall metal vent connectors are being used with a Type B vent, as follows:

  1. Read down the first column in Table 5-9 until the row associated with a ten (10) foot height and five (5) foot lateral is found. Read across this row until a vent capacity exceeding 120,000 Btu/h is located in the shaded columns labeled NAT Max for draft-hood-equipped appliances. In this case, a five (5) inch diameter vent has a capacity of 122,000 Btu/h and can be used for this application.
  2. If three (3) 90 degree elbows are used in the vent system, the maximum vent capacity listed in the tables must be reduced by 10 percent (See NFPA 54:13.1.3). This implies that the five (5) inch diameter vent has an adjusted capacity of only 110,000 Btu/h. In this case, the vent system must be increased to six (6) inches in diameter. See the following calculations:

FIGURE G.1(m) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM

FIGURE G.1(m) MULTISTORY GAS VENT DESIGN PROCEDURE
FOR EACH SEGMENT OF SYSTEM

122,000 x 0.90 = 110,000 for five (5) inch vent

From Table 5-10, select six (6) inch vent.
186,000 x 0.90 = 167,000

This figure is exceeding the required 120,000. Therefore, use a six (6) inch vent and connector where three (3) elbows are used.

G.1.2. Example 2: Single Fan-Assisted Appliance. An installer has an 80,000 Btu/h input fan-assisted appliance that must be installed using ten (10) feet of lateral connector attached to a thirty (30) foot high Type B vent. Two (2) 90 degree elbows are needed for the installation. Can a single-wall metal vent connector be used for this application? See Figure G.1.2.

Solution

Table 5-9 refers to the use of single-wall metal vent connectors with Type B vent. In the first column find the row associated with a thirty (30) foot height and a ten (10) foot lateral. Read across this row, looking at the FAN Min and FAN Max columns, to find that a three (3) inch diameter single-wall metal vent connector is not recommended. Moving to the next larger

FIGURE G.1(n) PRINCIPLES OF DESIGN OF MULTISTORY VENTS USING VENT CONNECTOR AND COMMON VENT DESIGN TABLES.

FIGURE G.1(n) PRINCIPLES OF DESIGN OF MULTISTORY VENTS USING VENT CONNECTOR AND COMMON VENT DESIGN TABLES.

126

size single-wall connector (four (4) inch), we find that a four (4) inch diameter single-wall metal connector has a recommended maximum vent capacity of 144,000 Btu/h. The 80,000 Btu/h fan-assisted appliance is outside this range, so the conclusion is that a single-wall metal connector could be used to vent the appliance. Table 5-9 shows the acceptable range of vent capacities for a four (4) inch vent with five (5) feet of lateral to be between 72,000 Btu/h and 157,000 Btu/h.

If the appliance cannot be moved closer to the vertical vent, then a Type B vent could be used as the connector material. In this case, Table 5-8 shows that, for a thirty (30) foot high vent with ten (10) feet of lateral, the acceptable range of vent capacities for a four (4) inch diameter vent attached to a fan-assisted appliance is between 37,000 Btu/h and 150,000 Btu/h.

G.1.3. Example 3: Interpolating Between Table Values. An installer has an 80,000 Btu/h input appliance with a four (4) inch diameter draft hood outlet that needs to be vented into a twelve (12) foot high Type B vent. The vent connector has a 5-foot lateral length and is also Type B vent. Can this appliance be vented using a four (4) inch diameter vent?

Solution

Table 5-8 is used in the case of an all Type B Vent system. However, since there is no entry in Table 5-8 for a height of twelve (12) feet, interpolation must be used. Read down the four (4) inch diameter. NAT Max column to the row associated with a ten (10) foot height and five (5) foot lateral to find the capacity value of 77,000 Btu/h. Read further down to the fifteen (15) foot height, five (5) foot lateral row to find the capacity value of 87,000 Btu/h. The difference between the fifteen (15) foot height capacity value and the ten (10) foot height capacity value is 10,000 Btu/h. The capacity for a vent system with a twelve (12) foot height is equal to the capacity for a ten (10) foot height plus two-fifths (⁄25) of the difference between the ten (10) foot and height plus two-fifths (25) for the difference between the ten (10) foot and fifteen (15) foot height values, or 77,000 +2/5 x 10,000 = 81,000 Btu/h. Therefore, a four (4) inch diameter vent can be used in the installation.

G.2 Examples Using Common Venting Tables.

G.2.1 Example 4: Common Venting Two Draft-Hood- Equipped Appliances. A 35,000-Btu/h water heater is to be common vented with a 150,000 Btu/h furnace, using a common vent with a total height of thirty (30) feet. The connector rise is two (2) feet for the water heater with a horizontal length of four (4) feet. The connector rise for the furnace is three (3) feet with a horizontal length of eight (8) feet. Assume single-wall metal connectors will be used with Type B vent. What size connectors and combined vent should be used in this installation?

See Figure G.2.1.

FIGURE G.1.1 SINGLE DRAFT HOOD-EQUIPPED APPLIANCE – EXAMPLE 1

FIGURE G.1.1 SINGLE DRAFT HOOD-EQUIPPED APPLIANCE – EXAMPLE 1

FIGURE G.1.2 SINGLE FAN-ASSISTED APPLIANCE – EXAMPLE 2

FIGURE G.1.2 SINGLE FAN-ASSISTED APPLIANCE – EXAMPLE 2

FIGURE G.2.1 COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES – EXAMPLE 4

FIGURE G.2.1 COMMON VENTING TWO DRAFT HOOD-EQUIPPED APPLIANCES – EXAMPLE 4

127

Solution

Table 5-15 should be used to size single-wall metal vent connectors attached to Type B vertical vents. In the vent connector capacity portion of Table 5-15, find the row associated with a thirty (30) foot vent height. For a two (2) foot rise on the vent connector for the water heater, read the shaded columns for draft-hood-equipped appliances to find that a three (3) inch diameter vent connector has a capacity of 37,000 Btu/h. Therefore, a three (3) inch single-wall metal vent connector can be used with the water heater. For a draft-hood-equipped furnace with a three (3) foot rise, read across the appropriate row to find that a five (5) inch diameter vent connector has a maximum capacity of 120,000 Btu/h. (which is too small for the furnace), and a six (6) inch diameter vent connector has a maximum vent connector should be used with the 150,000 Btu/h furnace. Since both vent connector horizontal lengths are less than the maximum lengths listed in Table 5-8, the table values can be used without adjustments.

In the common vent capacity portion of Table 5-15, find the row associated with a thirty (30) foot vent height and read over to the NAT + NAT portion of the six (6) inch diameter column to find a maximum combined capacity of 257,000 Btu/h. Since the two (2) appliances total only 185,000 Btu/h, a six (6) inch common vent can be used.

G.2.2 Example 5(a): Common Venting a Draft-Hood-Equipped Water Heater with a Fan-Assisted Furnace into a Type B Vent. In this case, a 35,000-Btu/h input draft-hood-equipped water heater with a four (4) inch diameter draft hood outlet, two (2) feet of connector rise, and four (4) feet of horizontal length is to be common vented with a 100,000 Btu/h fan-assisted furnace with a four (4) inch diameter flue collar, three (3) feet of connector rise, and six (6) feet of horizontal length. The common vent consists of a thirty (30) foot height of Type B vent. What are the recommended vent diameters for each connector and the common vent? The installer would like to use a single-wall metal vent connector. See Figure G.2.2.

Solution (See Table 5-15)

Water Heater Vent Connector Diameter. Since the water heater vent connector horizontal length of four (4) feet is less than the maximum value listed in Table 5-15, the venting table values can be used without adjustment. Using the Vent Connector Capacity portion of Table 5-15, read down the Total Vent Height (H) column to thirty (30) feet and read across the two (2) feet Connector Rise (R) row to the first Btu/h rating in the NAT Max column that is equal to or exceeding the water heater input rating. The table shows that a three (3) inch vent connector has a maximum input rating of 37,000 Btu/h. Although this rating is exceeding the water heater input rating, a three (3) inch vent is exceeding the water heater input rating, a three (3) inch vent connector is prohibited by Section 511.1.1(5). A four (4) inch vent connector has a maximum input rating of 67,000 Btu/h and is equal to the draft hood outlet diameter. A four (4) inch vent connector is

FIGURE G.2.2 COMMON VENTING A DRAFT HOOD-EQUIPPED WATER HEATER WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT–EXAMPLE 5(a).

FIGURE G.2.2 COMMON VENTING A DRAFT HOOD-EQUIPPED WATER HEATER WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT–EXAMPLE 5(a).

TABLE G.2.3
MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTS
NOMINAL LINER SIZE (inch)INSIDE DIMENSIONS OF LINER (inch)INSIDE DIAMETER OR EQUIVALENT DIAMETER (inch)EQUIVALENT AREA (inch2)
For SI units, 1 in. = 25.4 mm, 1 in.2 = 645 mm2.
Note: When liner sizes differ dimensionally from those shown in this table, equivalent diameters can be determined from published tables for square and rectangular ducts of equivalent carrying capacity or by other engineering methods.
4 x 82½ x 6½4.012.2
  5.019.6
  6.028.3
  7.038.3
8 x 86¾ x 6¾7.442.7
  8.050.3
8 x 126½ x 10½9.063.6
  10.078.5
12 x 129¾ x 9¾10.483.3
  11.095.0
12 x 169½ x 13½11.8107.5
  12.0113.0
  14.0153.9
16 x 1613¼ x 13¼14.5162.9
  15.0176.7
16 x 2013 x 1716.2206.1
  18.0254.4
20 x 2016¾ x 16¾18.2260.2
  20.0314.1
20 x 2416½ x 20½20.1314.2
  22.0380.1
24 x 2420¼ x 20¼22.1380.1
  24.0452.3
24 x 2820¼ x 24¼24.1456.2
28 x 2824¼ x 24¼26.4543.3
  27.0572.5
30 x 3025½ x 25½27.9607.0
30 x 3625½ x 31½30.9749.9
  33.0855.3
36 x 3631½ x 31½34.4929.4
  36.01017.9

128

selected. Since the water heater is equipped with a draft hood, there are no minimum input rating restrictions.

Furnace Vent Connector Diameter. Using the Vent Connector Capacity portion of Table 5-15, read down the Total Vent Height (H) column to thirty (30) feet and across the three (3) foot Connector Rise (R) row. Since the furnace has a fanassisted combustion system, find the first FAN Max column with a Btu⁄h rating exceeding the furnace input rating. The four (4) inch vent connector has a maximum input rating of 119,000 Btu⁄h and a minimum input rating of 85,000 Btu⁄h.

The 100,000-Btu⁄h furnace in this example falls within this range, so a four (4) inch connector is adequate. Since the furnace vent connector horizontal length of six (6) feet is less than the maximum value listed in Table 5-8, the venting table values can be used without adjustment. If the furnace had an input rating of 80,000 Btu⁄h then a Type B vent connector would be needed in order to meet the minimum capacity limit (See Table 5-14).

Common Vent Diameter. The total input to the common vent is 135,000 Btu⁄h. Using the Common Vent Capacity portion of Table 5-15, read down the Vent Height (H) column to thirty (30) feet and across this row to find the smallest vent diameter in the FAN + NAT column that has a Btu⁄h rating equal to or exceeding 135,000 Btu⁄h. The four (4) inch common vent has a capacity of 132,000 Btu⁄h and the five (5) inch common vent has a capacity of 202,000 Btu⁄h. Therefore, the five (5) inch common vent should be used in this example.

Summary: In this example, the installer can use of four (4) inch diameter, single-wall metal vent connector for the water heater and a four (4) inch diameter, single-wall metal vent connector for the furnace. The common vent should be a five (5) inch diameter Type B vent.

G.2.3 Example 5(b): Common Venting into an Interior Masonry Chimney. In this case, the water heater and fan-assisted furnace of Example 5(a) are to be common-vented into a claytile-lined masonry chimney with a thirty (30) foot height. The chimney is not exposed to the outdoors below the roof line. The internal dimensions of the clay tile liner are nominally eight (8) inches x twelve (12) inches. Assuming the same vent connector heights, laterals, and materials found in example 5(a), what are the recommended vent connector diameters, and is this an acceptable installation

Solution

Table 5-17 is used to size common venting installations involving single-wall connectors into masonry chimneys.

Water Heater Vent Connector Diameter. Using Table 517, Vent Connector Capacity, read down the Vent Height (H) column to thirty (30) feet, and read across the two (2) foot Connector Rise (R) row to the first Btu⁄h rating in the NAT Max column that is equal to or exceeding the water heater input rating. The table shows that a three (3) inch vent connector has a maximum input of only 31,000 Btu⁄h, while a four (4) inch vent connector has a maximum input of 57,000 Btu⁄h. A four (4) inch vent connector must therefore be used.

Furnace Vent Connector Diameter. Using the Vent Connector Capacity portion of Table 5-17, read down the total Vent Height (H) Column to thirty (30) feet and across the three (3) feet Connector Rise (R) row. Because the furnace has a fan-assisted combustion system, find the first FAN Max column with a Btu⁄h rating exceeding the furnace input rating. The four (4) inch vent connector has a maximum input rating of 127,000 Btu⁄h and a minimum input rating of 95,000 Btu⁄h. The 100,000 Btu⁄h furnace in this example falls within this range, so a four (4) inch connector is adequate.

Masonry Chimney. From Table G.2.3, the equivalent area for a nominal liner size of eight (8) inches x twelve (12) inches is sixty-three and six-tenths (63.6) of a square inch. Using Table 5-17, Common Vent Capacity, read down the FAN + NAT column under the Minimum Internal Area of Chimney value of sixty-three (63) to the row for thirty (30) foot height to find a capacity value of 739,000 Btu⁄h. The combined input rating of the furnace and water heater, 135,000 Btu⁄h, is less than the table value so this is an acceptable installation.

Section 511.1.8 requires the common vent area to not exceed seven (7) times the smallest listed appliance categorized vent area, flue collar area, or draft hood outlet area. Both appliances in this installation have four (4) inch diameter outlets. From Table G.2.3, the equivalent area for an inside diameter of four (4) inches in twelve and two-tenths (12.2) of a square inch. Seven (7) times twelve and two-tenths (12.2) equals eighty-five and four-tenths (85.4), which is exceeding sixtythree and six-tenths (63.6), so this configuration is acceptable.

G.2.4 Example 5(c): Common Venting into an Exterior Masonry Chimney. In this case, the water heater and fan-assisted furnace of Examples 5(a) and 5(b) are to be commonvented into an exterior masonry chimney. The chimney height, clay-tile-liner dimensions, and vent connector heights and laterals are the same as in Example 5(b). This system is being installed in Charlotte, North Carolina. Does this exterior masonry chimney need to be relined? If so, what corrugated metallic liner size is recommended? What vent connector diameters are recommended? See Table G.2.3 and Figure 5-14.

Solution

According to 511.2.17, Type B vent connectors are required to be used with exterior masonry chimneys. Use Table 5-21 and Table 5-22 to size FAN+NAT common venting installations involving Type-B double-wall connectors into exterior masonry chimneys.

The local 99 percent winter design temperature needed to use Table 5-21 and Table 5-22 to can be found in the ASHRAE Handbook– Fundamentals. For Charlotte, North carolina, this design temperature is 19°F (-7.22°C).

Chimney Liner Requirement. As in Example 5(b), use the sixty-three (63) square inch column of Table 5-21 to the thirty

129

(30) foot height row to find that the combined appliance maximum input is 747,000 Btu⁄h. The combined input rating of the appliance in this installation, 135,000 Btu⁄h, is less than the maximum value, so this criterion is satisfied. Table 5-22, at a 19°F (-7.22°C) design temperature, and at the same vent height and internal area used earlier, shows that the minimum allowable input rating of a space-heating appliance is 470,000 Btu⁄h. The furnace input rating of 100,000 Btu⁄h is less than this minimum value. So this criterion is not satisfied, and an alternative venting design needs to be used, such as a Type B vent shown in Example 5(a) or a listed chimney liner system shown in the rest of the example.

According to Section 511.2.19, Table 5-9 or Tables 5-14 or 5-15 are used for sizing corrugated metallic liners in masonry chimneys, with the maximum common vent capacities reduced by 20 percent. This example will be continued assuming Type B vent connectors.

Water Heater Vent Connector Diameter. Using Table 5-14 Connector Capacity, read down the total Vent Height (H) column to thirty (30) feet, and read across the two (2) foot Connector Rise (R) row to the first Btu⁄hour rating in the Nat Max column that is equal to or exceeding the water heater input rating. The table shows that a three (3) inch vent connector has a maximum capacity of 39,000 Btu⁄h. Although this rating is exceeding the water heater input rating, a three (3) inch vent connector is prohibited by Section 511.1.6. A four (4) inch vent connector has a maximum input rating of 70,000 Btu⁄h and is equal to the draft hood outlet diameter. A four (4) inch vent connector is selected.

Furnace Vent Connector Diameter. Using Table 5-14, Vent Connector Capacity, read down the total Vent Height (H) column to thirty (R) feet, and read across the three (3) foot Connector Rise (R) row to the first Btu⁄h rating in the FAN MAX column that is equal to or exceeding the furnace input rating. The 100,000 Btu⁄h furnace in this example falls within this range, so a four (4) inch connector is adequate.

Chimney Liner Diameter. The total input to the common vent is 135,000 Btu⁄h. Using the Common Vent Capacity portion of Table 5-14, read down the total Vent Height (H) column to thirty (30) feet and across this row to find the smallest vent diameter in the FAN + NAT column that has a Btu⁄h rating exceeding 135,000 Btu⁄h.The four (4) inch common vent has a capacity of 138,000 Btu⁄h. Reducing the maximum capacity by 20 percent (See 13.2.19) results in a maximum capacity for a four (4) inch corrugated liner of 110,000 Btu⁄h, less than the total input of 135,000 Btu⁄h. So a larger liner is needed. The five (5) inch common vent capacity listed in Table 5-14 is 210,000 Btu⁄h, and after reducing by 20 percent is 168,000 Btu⁄h. Therefore, a five (5) inch corrugated metal liner should be used in this example.

Single Wall Connectors. Once it has been established that relining the chimney is necessary, Type B double-wall vent connectors are not specifically required. This example could be redone using Table 5-15 for single-wall vent connectors. For this case, the vent connector and liner diameters would be the same as found for Type B double-wall connectors.

The following is originally from NFPA 54, National Fuel Gas Code, which contains additional reference.

Example of Combination of Indoor and Outdoor Combustion and Ventilation Opening Design.

J.1 Example of Combination Indoor and Outdoor Combustion Air Opening. Determine the required combination of indoor and outdoor combustion air opening sizes for the following appliance installation example.

Example Installation: A fan-assisted furnace and a draft-hood-equipped water heater with the following inputs are located in a fifteen (15) foot x thirty (30) foot basement with an eight (8) foot ceiling. No additional indoor spaces can be used to help meet the appliance combustion air needs.

Fan-Assisted Furnace Input: 100,000 Btu⁄h

Draft-Hood-Equipped Water Heater Input: 40,000 Btu⁄h

Solution

  1. Determine the total available room volume: Equipment room volume:
    Fifteen (15) feet x thirty (30) feet with an eight (8) foot ceiling = thirty-six-hundred (3,600) cubic feet
  2. Determine the total required volume: The standard method to determine combustion air will be used to calculate the required volume.
    The combined input for the appliances located in the basement is calculated as follows:
    100,000 Btu⁄h +40,000 Btu⁄h = 14,000 Btu⁄h
    The Standard Method required that the required volume be determined based on fifty (50) cubic feet per 1,000 Btu⁄hour.
    Using Table A.9.3.2.1, the required volume for a 140,000 Btu⁄h water heater is seven-thousand (7,000) cubic feet.
    Conclusion: Indoor volume is insufficient to supply combustion air since the total of thirty-six-hundred (3,600) cubic feet does not meet the required volume of seven-thousand (7,000) cubic feet. Therefore, additional combustion air must be provided from the outdoor.
  3. Determine ratio of the available volume to the required volume:
    Images
  4. Determine the reduction factor to be used to reduce the full outdoor air opening size to the minimum required based on ratio of indoor spaces:
    1.00-0.51 (from Step 3) = 0.49

    130

  5. Determine the single outdoor combustion air opening size as if combustion air is to come from outdoors. In this example, the combustion air opening directly communicates with the outdoors.
    Images
  6. Determine the minimum outdoor combustion air opening area:
    Outdoor opening area = 0.49 (from Step 4) × 47 in.2 = 23 in.2
    Section 507.3 requires the minimum dimension of the air opening shall be not less than three (3) inches.
TABLE A.9.3.2.1
STANDARD METHOD VOLUME, ALL APPLIANCES
APPLIANCE INPUT (Btu⁄h)REQUIRED VOLUME (ft.3)
507.4.1 See Figure 5-8 • 507.4.1(1) See Figure 5-9 and Figure 5-10 •
507.4.1(2) See Figure 5-11 • 507.4.2 See Figure 5-12
5000250
10 000500
15 000750
20 0001000
25 0001250
30 0001500
35 0001750
40 0002000
45 0002250
50 0002500
55 0002750
60 0003000
65 0003250
70 0003500
75 0003750
80 0004000
85 0004250
90 0004500
95 0004750
100 0005000
105 0005250
110 0005500
115 0005750
120 0006000
125 0006250
130 0006500
135 0006750
140 0007000
145 0007250
150 0007500
160 0008000
170 0008500
180 0009000
190 0009500
200 00010 000
210 00010 500
220 00011 000
230 00011 500
240 00012 000
250 00012 500
260 00013 000
270 00013 500
280 00014 000
290 00014 500
300 00015 000

131

132

CALIFORNIA PLUMBING CODE–MATRIX ADOPTION TABLE
CHAPTER 6-WATER SUPPLY AND DISTRIBUTION
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
The state agency does not adopt sections identified by the following symbol:†
Adopt Entire Chapter                 
Adopt Entire Chapter as amended (amended sections listed below)X XX  XXXXXX  X  
Adopt only those sections that are listed below X          X   X
Chapter/Section
601.1  XX           X 
601.2.2  XX             
601.4  XX             
601.5                X
601.5.1                X
601.5.2                X
601.5.3                X
601.6              X  
601.7              X  
601.8              X  
601.9              X  
603.4.11  XX             
603.4.16, Note X               
604.1 Exc. 1        XXXX     
604.1 Exc. 2        XXXX     
604.1 Exc. 3        XXXX     
604.1 Exc. 4        XXXX     
604.1 Exc. 5        XXXX     
604.1.1  XX             
604.10X XX    XXXX     
604.11 & subsections        XXXX     
604.13X XX             
604.13 Exc.        XXXX     
604.13.1X XX             
604.13.1 Exc.        XXXX     
604.13.2X XX             
604.13.2 Exc.        XXXX     
Table 6-4X XX  XX     XX  
605.8        XXXX     
609.9        XXXX     
609.10               
Table 6-5   X             
609.11        XX X     
612.0 & subsections        XXXX     
Table 6-9        XXXX     
613.0 & subsections        XXXX     
614.0        XXXX     
614.1        XXXX     
614.2        XXXX     
614.3        XXXX     
614.4        X        

133

134

CHAPTER 6
WATER SUPPLY AND DISTRIBUTION

601.0 Hot and Cold Water Required.

601.1 Except where not deemed necessary for safety or sanitation by the Authority Having Jurisdiction, each plumbing fixture shall be provided with an adequate supply of potable running water piped thereto in an approved manner, so arranged as to flush and keep it in a clean and sanitary condition without danger of backflow or cross-connection. Water closets and urinals shall be flushed by means of an approved flush tank or flushometer valve.

Exceptions:

  1. [HCD 1, HCD 2, and DWR] Listed fixtures that do not require water for their operation and are not connected to the water supply.
  2. [HCD 1 & HCD 2] For limited-density owner-built rural dwellings, potable water shall be available to the dwelling site, although such water need not be pressurized. Where water is not piped from a well, spring, cistern, or other source, there shall be a minimum reserve of 50 gallons (189 L) of potable water available. Where water delivery is pressurized, piping shall be installed in accordance with the provisions of this chapter.
  3. [HCD 1 & HCD 2] Where deemed not necessary for safety or sanitation by the Enforcing Agency.
  4. [HCD 1 & HCD 2] Recycled water or treated graywater may be allowed as specified in Chapter 16 Part II of this code.
  5. [DWR] Where a public agency requires a building to use recycled water to flush water closets and urinals in accordance with California Water Code 13554.

In occupancies where plumbing fixtures are installed for private use, hot water shall be required for bathing, washing, laundry, cooking purposes, dishwashing or maintenance. In occupancies where plumbing fixtures are installed for public use, hot water shall be required for bathing and washing purposes. This requirement shall not supersede the requirements for individual temperature control limitations for public lavatories, bathtubs, whirlpool bathtubs and shower control valves.

601.2 Identification of a Potable and Non-potable Water System. In buildings where potable water and non-potable water systems are installed, each system shall be clearly identified in accordance with Sections 601.2.1 through 601.2.4

601.2.1 Potable Water. Green background with white lettering.

601.2.2 Color and Information. Each system shall be identified with a colored pipe or band and coded with paints, wraps and materials compatible with the piping.

Except as required in Sections 1610.0 and 1617.0, non-potable water systems shall have a yellow background with black uppercase lettering, with the words “CAUTION: NON-POTABLE WATER, DO NOT DRINK.” Each non-potable system shall be identified to designate the liquid being conveyed, and the direction of normal flow shall be clearly shown. The minimum size of the letters and length of the color field shall conform to Table 6-1 [HCD 1 & HCD 2] An international symbol of a glass in a circle with a slash through it shall be provided similar to that shown in Figure 6-1 for all non-portable water systems.

The background color and required information shall be indicated every twenty (20) feet (6,096 mm) but not less than once per room, and shall be visible from the floor level.

TABLE 6-1
MINIMUM LENGTH OF COLOR FIELD AND SIZE OF LETTERS
OUTSIDE DIAMETER OF PIPE OR COVERINGMINIMUM LENGTH OF COLOR FIELDMINIMUM SIZE OF LETTERS
inches(mm)inches(mm)inches(mm)
½ to 1¼(15 to 32)8(203)½(12.7)
1½ to 2(40 to 50)8(203)¾(19.1)
2½ to 6(65 to 150)12(305)(32)
8 to 10(200 to 250)24(610)(64)
Over 10(Over 250)32(813)(89)

601.2.3 Fixtures. Where vacuum breakers or backflow preventers are installed with fixtures listed in Table 14—1, identification of the discharge side shall be permitted to be omitted.

601.2.4 Outlets. Each outlet on the non-potable water line that is used for special purposes shall be posted with black uppercase lettering as follows: “CAUTION: NON-POTABLE WATER, DO NOT DRINK.”

FIGURE 6-1 INTERNATIONAL SYMBOL

FIGURE 6-1
INTERNATIONAL SYMBOL

601.3 Faucets and diverters shall be connected to the water distribution system so that hot water corresponds to the left side of the fittings.

601.4 [HCD 1 & HCD 2] All sources for drinking water shall be maintained in a clean and sanitary condition. Drinking fountains and portable water dispensers shall not be located in toilet rooms.

601.5 [CA] Schools of Cosmetology and Cosmetological Establishments.

135

TABLE 6-2
BACKFLOW PREVENTION DEVICES, ASSEMBLIES AND METHODS
DEGREE OF HAZARD
DEVICE, ASSEMBLY, OR METHOD1APPLICABLE STANDARDSPOLLUTION
(LOW HAZARD)
CONTAMINATION
(HIGH HAZARD)
INSTALLATION2,3
  BACK- SIPHONAGEBACK-PRESSUREBACK-SIPHONAGEBACK-PRESSURE 
1 See description of devices and assemblies in this chapter.
2 Installation in pit or vault requires previous approval by the Authority Having Jurisdiction.
3 Refer to general and specific requirement for installation.
4 Not to be subjected to operating pressure for more than twelve (12) hours in any twenty-four (24) hour period.
5 For deck-mounted and equipment-mounted vacuum breaker, see Section 603.4.15.
AirgapASME A112.1.2X X See Table 6-3 in this chapter.
Air gap fittings for use with plumbing fixtures, appli-ances and appurtenancesASME A112.1.3X   Air gap fitting is a device with an internal air gap and typical installation includes plumbing fixtures, appli-ances and appurtenances. The critical level shall not be installed below the flood level rim.
Atmospheric-type vacuum breaker (consists of a body, checking member and atmospheric port)ASSE 1001 or CSA B64.1.1X X Upright position. No value downstream. Minimum of six (6) inches (152 mm) or listed distance above all downstream piping and flood-level rim of receptor.4,5
Antisiphon fill valve (ball-cocks) for gravity water closet flush tanks and urinal tanksASSE 1002 or CSA B 125.3X X Installation on gravity water closet flush tank and urinal tanks with the fill valve installed with the critical level not less than 1 inch above the opening of the overflow pipe.4,5
Vacuum breaker wall hydrants, hose bibbs, frost resistant, automatic draining typeASSE 1019 or CSA B 64.2.1.1X X Installation includes wall hydrants and hose bibbs. Such devices are not for use under continuous pressure conditions (means of shut-off downstream of device is prohibited).4,5
Backflow preventer for Carbonated Beverage Dispensers (two independent check valves with a vent to the atmosphere)ASSE 1022X   Installation includes carbonated beverage machines or dispensers. These devices operate under intermittent or continuous pressure conditions.
Spill-Resistant Pressure- Type Backflow Prevention Assembly (single check valve with air inlet vent and means of field testing)ASSE 1056X X Upright position. Minimum of six (6) inches (152 mm) or listed distance above all downstream piping and flood-level rim of receptor.5
Double Check Valve Back-flow Prevention Assem-bly (two independent check valves and means of field testing)ASSE 1015; AWWA C510; CSA B 64.5 or CSA B 64.5.1XX  Horizontal unless otherwise listed. Requires one (1) foot (305 mm) clearance at bottom for maintenance. May need platform/ladder for test and repair. Does not discharge water.
ASSE 1048XX  Horizontal unless otherwise listed. Requires one (1) foot (305 mm) clearance at bottom for maintenance. May need platform/ladder for test and repair. Does not discharge water. Installation includes a fire protection system and is designed to operate under continuous pressure conditions.
Pressure Vacuum Breaker Backflow Prevention Assembly (loaded air inlet valve, internally loaded check valve and means of field testing)ASSE 1020 or CSA B 64.1.2X X Upright position. May have valves downstream. Minimum of twelve (12) inches (305 mm) above all downstream piping and flood level rim of receptor. May discharge water.
Reduced Pressure Principle Backflow Prevention Assembly (two independently acting loaded check valves, a pressure relief valve and means of field testing)ASSE 1047XXXXHorizontal unless otherwise listed. Requires one (1) foot (305 mm) minimum clearance at bottom for maintenance. May need platform/ladder for test and repair. May discharge water. Installation includes a fire protection system and is designed to operate under continuous pressure conditions.
ASSE 1013; AWWA C511; CSA B 64.4 or CSA B 64.4.1XXXXHorizontal unless otherwise listed. Requires one (1) foot (305 mm) minimum clearance at bottom for maintenance. May need platform/ladder for test and repair. May discharge water.

136

601.5.1 Hot-and Cold running Water. At least one sink with hot-and cold-running water shall be provided in each work area or workroom where hairdressing is performed in each school and establishment.

601.5.2 Handwashing Facilities. Each school and establishment shall provide adequate handwashing facilities, including hot-and cold-running water, located within or adjacent to the toilet room or rooms in accordance with Table 4-1.

601.5.3 Drinking Water. Each school and establishment shall supply potable drinking water convenient to students, patrons and employees. Approved sanitary drinking fountains shall be installed and so regulated that a jet of at least 2 inches (51 mm) shall be constantly available.

601.6 [AGR] Meat and Poultry Processing Plants. Except as provided in Section 601.6.4, the water supply shall be ample and potable, with adequate pressure and facilities for its distribution in the plant, and its protection against contamination and pollution.

Note: A water report, issued under the authority of the state health agency, certifying to the potability of the water supply, shall be obtained by the applicant and furnished to the administrator whenever such report is required by the administrator.

601.6.1 A supply of hot water shall be available.

601.6.2 Hose connections with steam and water-mixing valves or hot-water hose connections shall be provided at locations throughout the plant.

601.6.3 The refuse rooms shall be provided with facilities for washing refuse cans and other equipment in the rooms.

601.6.4 Non-potable water is permitted only in those parts of official plants where no product is handled or prepared, and then only for limited purposes, such as on condensers not connected with the potable water supply, in vapor lines serving inedible product rendering tanks, and in sewer lines for moving heavy solids in the sewage.

In all cases, non-potable water lines shall be clearly identified and shall not be cross connected with the potable water supply.

Exception: Cross connection is permitted if this is necessary for fire protection and such connection is of a type with a break to ensure against accidental contamination, and to be approved by local authorities and by the Department.

601.6.5 Equipment using potable water shall be so installed as to prevent back-siphonage into the potable water system.

601.6.6 All pipelines, reservoirs, tanks, cooling towers, and like equipment employed in handling reused water shall be constructed and installed so as to facilitate their cleaning and inspection.

601.6.7 Hot water of such temperature as to accomplish a through cleanup shall be delivered under pressure to outlets.

601.6.7.1 An ample supply of water at not less than 180°F (82°C) shall be available when used for sanitizing purposes.

601.6.8 Pens, alleys, and runways shall have hose connections for cleanup purposes.

601.7 [AGR] Collection Centers and Facilities.

601.7.1 The water supply shall be ample with facilities for its distribution. An ample supply of water at not less than 180°F (82°C), or other suitable method.

601.7.2 The vehicle cleaning and sanitizing area shall be provided with adequate line steam, producing a temperature of at least 180°F (82°C), or other suitable method.

601.7.3 Hose connections with steam and water-mixing valves of hot-and cold-water hose connections shall be provided at locations throughout the building and at unloading and vehicle cleaning slabs.

TABLE 6-3
MINIMUM AIRGAPS FOR WATER DISTRIBUTION4
FIXTURESWHEN NOT AFFECTED BY SIDE WALLS1
WHEN AFFECTED BY SIDEWALLS2
Inches(mm)Inches(mm)
1 Sidewalls, ribs, or similar obstructions do not affect airgaps when spaced from the inside edge of the spout opening a distance exceeding three (3) times the diameter of the effective opening for a single wall, or a distance exceeding four (4) times the effective opening for two (2) intersecting walls.
2 Vertical walls, ribs, or similar obstructions extending from the water surface to or above the horizontal plane of the spout opening other than specified in Note 1 above. The effect of three (3) or more such vertical walls or ribs has not been determined. In such cases, the airgap shall be measured from the top of the wall.
3 The effective opening shall be the minimum cross-sectional area at the seat of the control valve or the supply pipe or tubing that feeds the device or outlet. If two (2) or more lines supply one outlet, the effective opening shall be the sum of the cross-sectional areas of the individual supply lines or the area of the single outlet, whichever is smaller.
4 Airgaps less than one (1) inch (25.4 mm) shall be approved only as a permanent part of a listed assembly that has been tested under actual backflow conditions with vacuums of zero (0) to twenty-five (25) inches (635 mm) of mercury.
Effective openings3 not greater than one-half (½) inch (12.7 mm) in diameter1(25.4)(38)
Effective openings3 not greater than three-quarters (¾) inch (19.1 mm) in diameter(38)(57)
Effective openings3 not greater than one (1) inch (25.4 mm) in diameter2(51)3(76)
Effective openings3 greater than one (1) inch (25.4 mm) in diameterTwo (2) times diameter of effective openingThree (3) times diameter of effective opening

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601.8 [AGR] Renderers. This area shall be provided with live steam or other method of sanitizing vehicles.

601.9 [AGR] Horse Meat and Pet Food Establishments.

601.9.1 The water supply shall be ample, clean, and potable, with facilities for its distribution in the plant, and its protection against contamination and pollution.

601.9.1.1 Equipment using potable water shall be so installed as to prevent back-siphonage into the potable water system.

601.9.1.2 Non-potable water is permitted only in those parts of official plants where no edible product is handled or prepared, and then only for limited purposes, such as on ammonia condensers not connected with the potable water supply, in vapor lines serving inedible product rendering tanks, in connection with equipment used for washing and washing inedible products preparatory to tanking, and in sewer lines for moving heavy solids in sewage. In all cases, non-potable water lines shall be clearly identified and shall not be cross connected with the potable water supply.

Exception: Cross connection is permitted if this is necessary for fire protection, and such connection is of a type with a break to ensure against accidental contamination, and is approved by local authorities or by the Department.

601.9.2 All pipelines, reservoirs, tanks, cooling towers, and like equipment employed in handling reused water shall be constructed and installed so as to facilitate their cleaning and inspection.

601.9.3 Hot water for cleaning rooms and equipment shall be delivered under pressure to outlets and shall be of such temperature as to accomplish a thorough cleanup.

601.9.3.1 An ample supply of water at not less than 180°F (82°C) shall be available when used for sanitizing purposes.

601.9.4 Pens, alleys, and runways shall have hose connections for cleanup purposes.

602.0 Unlawful Connections.

602.1 No installation of potable water supply piping or part thereof shall be made in such a manner that it will be possible for used, unclean, polluted, or contaminated water, mixtures, or substances to enter any portion of such piping from any tank, receptor, equipment, or plumbing fixture by reason of back-siphonage, suction, or any other cause, either during normal use and operation thereof, or when any such tank, receptor, equipment, or plumbing fixture is flooded or subject to pressure exceeding the operating pressure in the hot or cold water piping.

602.2 No person shall make a connection or allow one (1) to exist between pipes or conduits carrying domestic water supplied by any public or private water service system, and any pipes, conduits, or fixtures containing or carrying water from any other source or containing or carrying water that has been used for any purpose whatsoever, or any piping carrying chemicals, liquids, gases, or any substances whatsoever, unless there is provided a backflow prevention device approved for the potential hazard and maintained in accordance with this code. Each point of use shall be separately protected when potential cross-contamination of individual units exists.

602.3 No plumbing fixture, device, or construction shall be installed or maintained or shall be connected to any domestic water supply when such installation or connection provides a possibility of polluting such water supply or cross-connection between a distributing system of water for drinking and domestic purposes and water that becomes contaminated by such plumbing fixture, device, or construction unless there is provided a backflow prevention device approved for the potential hazard.

602.4 No water piping supplied by any private water supply system shall be connected to any other source of supply with out the approval of the Authority Having Jurisdiction, Health Department, or other department having jurisdiction.

603.0 Cross-Connection Control.

Cross-connection control shall be provided in accordance with the provisions of this chapter.

No person shall install any water-operated equipment or mechanism, or use any water-treating chemical or substance, if it is fond that such equipment, mechanism, chemical, or substance causes pollution or contamination of the domestic water supply. Such equipment or mechanism shall be permitted only when equipped with an approved backflow prevention device or assembly.

603.1 Approval of Devices or Assemblies. Before any device or assembly is installed for the prevention of backflow, it shall have first been approved by the Authority Having Jurisdiction. Devices or assemblies shall be tested for conformity with recognized standards or other standards acceptable to the Authority Having Jurisdiction. Backflow prevention devices and assemblies shall comply with Table 6–2, except for specific applications and provisions as stated in Sections 603.4 through 603.4.22.

Devices or assemblies installed in a potable water supply system for protection against backflow shall be maintained in good working condition by the person or persons having control of such devices or assemblies. Such devices or assemblies shall be tested at the time of installation, repair, or relocation and not less than on an annual schedule thereafter, or more often when required by the Authority Having Jurisdiction. If found to be defective or inoperative, the device or assembly shall be repaired or replaced. No device or assembly shall be removed from use or relocated or other device or assembly substituted, without the approval of the Authority Having Jurisdiction.

Testing shall be performed by a certified backflow assembly tester.

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603.2 Backflow Prevention Devices, Assemblies, and Methods.

603.2.1 Airgap. The minimum airgap to afford backflow protection shall be in accordance with Table 6-3.

603.2.2 Atmospheric Vacuum Breaker (AVB). An atmospheric vacuum breaker consists of a body, a checking member, and an atmospheric port.

603.2.3 Hose Connection Backflow Preventer. A hose connection backflow preventer consists of two (2) independent check valves with an independent atmospheric vent between and a means of field testing and draining.

603.2.4 Double Check Valve Backflow Prevention Assembly (DC). A double check valve backflow prevention assembly consists of two (2) independently acting internally loaded check valves, four (4) properly located test cocks, and two (2) isolation valves.

603.2.5 Pressure Vacuum Breaker Backflow Prevention Assembly (PVB). A pressure vacuum breaker backflow prevention assembly consists of a loaded air inlet valve, an internally loaded check valve, two (2) properly located test cocks, and two (2) isolation valves. This device shall be installed indoors only if provisions for spillage are provided.

603.2.6 Pressure Vacuum Breaker Spill-Resistant-Type Backflow Prevention Assembly (SVB). A pressure-type vacuum breaker backflow prevention assembly consists of one (1) check valve force-loaded closed and an air inlet vent valve force-loaded open to atmosphere, positioned downstream of the check valve, and located between and including two (2) tightly closing shutoff valves and test cocks.

603.2.7 Reduced-Pressure Principle Backflow Prevention Assembly (RP). A reduced-pressure principle backflow prevention assembly consists of two (2) independently acting internally loaded check valves, a differential pressure-relief valve, four (4) properly located test cocks, and two (2) isolation valves.

603.3 General Requirements.

603.3.1 Assemblies shall conform to listed standards and be acceptable to the Authority Having Jurisdiction, with Jurisdiction over the selection and installation of backflow prevention assemblies.

603.3.2 Where more than one (1) backflow prevention valve is installed on a single premise, and the valves are installed in one (1) location, each separate valve shall be permanently identified by the permittee in a manner satisfactory to the Authority Having Jurisdiction.

603.3.3 The premise owner or responsible person shall have the backflow prevention assembly tested by a certified backflow assembly tester at the time of installation, repair, or relocation and not less than on an annual schedule thereafter, or more often when required by the Authority Having Jurisdiction. The periodic testing shall be performed in accordance with the procedures referenced in Table 14-1 by a tester qualified in accordance with those standards.

603.3.4 Access and clearance shall be provided for the required testing, maintenance, and repair. Access and clearance shall require a minimum of one (1) foot (305 mm) between the lowest portion of the assembly and grade floor, or platform. Installations elevated exceeding five (5) feet (1,524 mm) above the floor or grade shall be provided with a permanent platform capable of supporting a tester or maintenance person.

603.3.5 Direct connections between potable water piping and sewer-connected wastes shall not be permitted to exist under any condition with or without backflow protection. Where potable water is discharged to the drainage system, it shall be by means of an approved airgap of two (2) pipe diameters of the supply inlet, but in no case shall the gap be less than one (1) inch (25.4 mm). Connection shall be permitted to be made to the inlet side of a trap provided that an approved vacuum breaker is installed not less than six (6) inches (152 mm), or the distance according to the device's listing, above the flood-level rim of such trapped fixture, so that at no time will any such device be subjected to any back-pressure.

603.3.6 Backflow preventers for hot water exceeding 110°F (43.3°C) shall be a type designed to operate at temperatures exceeding 110°F (43.3°C) without rendering any portion of the assembly inoperative.

603.3.7 Fixtures, appliances, or appurtenances with integral backflow preventers or integral airgaps manufactured as a unit shall be installed in accordance with their listing requirements and the manufacturer's instructions.

603.3.8 In cold climate areas, backflow assemblies and devices shall be protected from freezing with an outdoor enclosure or by a method acceptable to the Authority Having Jurisdiction.

603.3.9 Drain lines serving backflow devices or assemblies shall be sized in accordance with the discharge rates of the manufacturer's flow charts of such devices or assemblies.

603.3.10 Design and Installation of Plumbing Fixtures. Plumbing fixtures shall be installed such that fixture fittings, complying with the backflow prevention requirements of ASME A112.18.1/CSA B125.1, Standard for Plumbing Supply Fittings, do not have these requirements compromised by the designated fixture fitting mounting surface.

603.4 Specific Requirements.

603.4.1 Water closet and urinal flushometer valves shall be equipped with an atmospheric vacuum breaker. The vacuum breaker shall be installed on the discharge side of the flushometer valve with the critical level not less than six (6) inches (152 mm), or the distance according to its listing, above the overflow rim of a water closet bowl or the highest part of a urinal.

603.4.2 Water closet and urinal tanks shall be equipped with a ballcock. The ballcock shall be installed with the critical level not less than one (1) inch (25.4 mm) above the full opening of the overflow pipe. In cases where the ballcock has no hush tube, the bottom of the water supply inlet shall be installed one (1) inch (25.4 mm) above the full opening of the overflow pipe.

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603.4.3 Water closet flushometer tanks shall be protected against backflow by an approved backflow prevention assembly, device, or method.

603.4.4 Heat Exchangers.

603.4.4.1 Heat exchangers used for heat transfer, heat recovery, or solar heating shall protect the potable water system from being contaminated by the heat-transfer medium. Single-wall heat exchangers used in indirect-fired water heaters shall meet the requirements of Section 506.4.2. Double-wall heat exchangers shall separate the potable water from the heat-transfer medium by providing a space between the two (2) walls that are vented to the atmosphere.

603.4.5 Water supply inlets to tanks, vats, sumps, swimming pools, and other receptors shall be protected by one of the following means:

  1. An approved airgap.
  2. A listed vacuum breaker installed on the discharge side of the last valve with the critical level not less than six (6) inches (152 mm) or in accordance with its listing.
  3. A backflow preventer suitable for the contamination or pollution, installed in accordance with the requirements for that type of device or assembly as set forth in this chapter.

603.4.6 Protection from Lawn Sprinklers and Irrigation Systems.

603.4.6.1 Potable water supplies to systems having no pumps or connections for pumping equipment, and no chemical injection or provisions for chemical injection, shall be protected from backflow by one of the following devices:

  1. Atmospheric vacuum breaker
  2. Pressure vacuum breaker
  3. Spill-resistant pressure vacuum breaker
  4. Reduced-pressure backflow preventer

603.4.6.2 Where sprinkler and irrigation systems have pumps, connections for pumping equipment, or auxiliary air tanks, or are otherwise capable of creating back-pressure, the potable water supply shall be protected by the following type of device if the backflow device is located upstream from the source of back-pressure:

  1. Reduced-pressure backflow preventer

603.4.6.3 Where systems have a backflow device installed downstream from a potable water supply pump or a potable water supply pump connection, the device shall be one of the following:

  1. Atmospheric vacuum breaker
  2. Pressure vacuum breaker
  3. Spill-resistant pressure vacuum breaker
  4. Reduced-pressure backflow preventer

603.4.6.4 Where systems include a chemical injector or any provisions for chemical injection, the potable water supply shall be protected by the following:

  1. Reduced-pressure backflow preventer

603.4.7 Potable water outlets with hose attachments, other than water heater drains, boiler drains, and clothes washer connections, shall be protected by a nonremovable hose-bibb-type backflow preventer, a nonremovable hose bibb-type vacuum breaker, or by an atmospheric vacuum breaker installed not less than six (6) inches (152 mm) above the highest point of usage located on the discharge side of the last valve. In climates where freezing temperatures occur, a listed self-draining frost-proof hose bibb with an integral backflow preventer or vacuum breaker shall be used.

603.4.8 Water-cooled compressors, degreasers, or any other water-cooled equipment shall be protected by a backflow preventer installed in accordance with the requirements of this chapter.

Note: Water-cooled equipment that produces back-pressure shall be equipped with the appropriate protection.

603.4.9 Water inlets to water-supplied aspirators shall be equipped with a vacuum breaker installed in accordance with its listing requirements and this chapter. The discharge shall drain through an airgap. When the tailpiece of a fixture to receive the discharge of an aspirator is used, the airgap shall be located above the flood-level rim of the fixture.

603.4.10 Potable water makeup connections to steam or hot water boilers shall be provided with a listed backflow protection assembly.

603.4.11 Non-potable Water Piping. In cases where it is impractical to correct individual cross-connections on the domestic waterline, the line supplying such outlets shall be considered a non-potable water line. No drinking or domestic water outlets shall be connected to the non-potable waterline. Whenever possible, portions of the non-potable waterline shall be exposed, and exposed portions shall be properly identified in a manner satisfactory to the Authority Having Jurisdiction. Each outlet on the non-potable waterline that is permitted to be used for drinking or domestic purposes shall be posted: “CAUTION: NON-POTABLE WATER, DO NOT DRINK.” [HCD 1 & HCD 2] An international symbol of a glass in a circle with a slash through it shall be provided similar to that shown in Figure 6-1.

603.4.12 Potable water supply to carbonators shall be protected by either an airgap or a vented backflow preventer for carbonated beverage dispensers installed within the carbonated beverage dispenser. The carbonated beverage dispenser shall bear the label of an approved testing agency, certifying and attesting that such equipment has been tested and inspected and meets the requirements of the approved applicable standard. Carbonated beverage dispensers without an approved internal airgap or vented

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backflow preventer for carbonated beverage dispensers and carbonated beverage dispensing systems shall have the water supply protected with a vented backflow preventer for carbonated beverage dispensers.

603.4.13 Water Treatment Units. Reverse osmosis drinking water treatment units shall meet the requirements of the applicable standards referenced in Table 14-1. Waste or discharge from reverse osmosis or other types of water treatment units shall enter the drainage system through an airgap.

603.4.14 Backflow preventers shall not be located in any area containing fumes that are toxic, poisonous, or corrosive.

603.4.15 Deck-mounted or equipment-mounted vacuum breakers shall be installed in accordance with their listing and the manufacturer's instructions, with the critical level not less than one (1) inch (25.4 mm) above the flood-level rim.

603.4.16 Protection from Fire Systems.

Note: Fire Protection Systems has not been adopted by the State Fire Marshal. This section cannot be adopted or enforced pursuant to California Health and Safety Code 13114.7(a), which is being cited for reference.

California Health and Safety Code 13114.7

  1. For the purposes of this section the following are definitions of class I and class II systems:
    1. American Water Works Association (A.W.W.A) Manual No. M-14 class 1 – Automatic fire sprinkler systems with direct connection from public water mains only; no pumps, tanks, or reservoirs; no physical connection from other water supplies; no antifreeze or additives of any kind; and all sprinkler drains discharging to the atmosphere or other safe outlets.
    2. American Water Works Association (A.W.W.A) Manual No. M-14 class 2–Automatic fire sprinkler systems which are the same as class 1, except that booster pumps may be installed in the connections from the street mains.
  2. Automatic fire sprinkler systems described in subdivision (a) shall not required any backflow protection equipment at the service connection other than required by standards for those systems contained in the publication of the National Fire Protection Association entitled “Installation of Sprinkler Systems” (NFPA Pamphlet No. 13, 1980 edition).

603.4.17 Special Equipment, Water Supply Protection. Vacuum breakers for washer-hose bedpans shall be located not less than five (5) feet (1,524 mm) above the floor. Hose connections in health care or laboratory areas shall be not less than six (6) feet (1,829 mm) above the floor.

603.4.18 Portable cleaning equipment, dental vacuum pumps, and chemical dispensers shall be protected from backflow by an airgap, an atmospheric vacuum breaker, a spill-resistant vacuum breaker, or a reduced pressure principle backflow preventer.

603.4.19 Combination stop-and-waste valves or cocks shall not be installed underground.

603.4.20 Pure Water Process Systems. The water supply to a pure water process system, such as dialysis water systems, semiconductor washing systems, and similar process piping systems, shall be protected from back-pressure and back-siphonage by a reduced-pressure principle backflow preventer.

603.4.20.1 Dialysis Water Systems. The individual connections of the dialysis related equipment to the dialysis pure water system shall not require additional backflow protection.

603.4.21 Plumbing Fixture Fittings. Plumbing fixture fittings with integral backflow protection shall comply with ASME A112.18.1/CSA B 125.1, Standard for Plumbing Supply Fittings.

603.4.22 Potable water supply to swimming pools, spas, and hot tubs shall be protected by an airgap or a reduced pressure principle backflow preventer in accordance with the following:

  1. The unit is equipped with a submerged fill line; or
  2. The potable water supply is directly connected to the unit circulation system.

604.0 Materials.

604.1 Pipe, tube, and fittings carrying water used in potable water systems intended to supply drinking water shall meet the requirements of NSF 61, Standard for Drinking Water System Components, as found in Table 14-1. Materials used in the water supply system, except valves and similar devices, shall be of a like material, except where otherwise approved by the Authority Having Jurisdiction.

Materials for building water piping and building supply piping shall be in accordance with the applicable standards referenced in Table 6-4.

Exceptions:

  1. [OSHPD 1, 2, 3 & 4] Use of CPVC is not permitted for applications under authority of the Office of Statewide Health Planning and Development.
  2. [OSHPD 1, 2, 3 & 4] Installation and use of PEX tubing shall be in accordance with manufacturer’s installation standards. PEX piping shall not be used for any application that would result in noncompliance with any provisions of the California Building Standards Code.
  3. [OSHPD 1, 2, 3 & 4] Use of PEX-AL-PEX piping is not permitted for applications under the authority of the Office of Statewide Health Planning and Development.
  4. [OSHPD 1, 2, 3 & 4] When PEX tubing is placed in soil and is used in potable water systems intended to supply drinking water to fixtures or appliances, the tubing or piping shall be sleeved with a material approved for potable water use in soil or other material that is impermeable to solvents or petroleum products.
  5. [OSHPD 1, 2, 3 & 4] PEX tubing shall meet the requirements of NSF P171 CL-R, ASTM F 876-08, Standard for Crosslinked Polyethylene (PEX) Tubing, or an equivalent or

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TABLE 6-4
MATERIALS FOR BUILDING SUPPLY AND WATER DISTRIBUTION PIPING AND FITTINGS
MATERIALBUILDING SUPPLY PIPE AND FITTINGSWATER DISTRIBUTION PIPE AND FITTINGSREFERENCED STANDARD(S) PIPEREFERENCED STANDARD(S) FITTINGS
1 For Building Supply or cold-water applications.
2[BSC, DSA-SS, DSA-SS/CC, and HCD] The use of PEX-AL-PEX in potable water supply systems is not adopted.
3[BSC, DSA-SS, DSA-SS/CC, HCD, AGR, and DPH] When PEX tubing is placed in soil and is used in potable water systems intended to supply drinking water to fixtures or appliances, the tubing or piping shall be sleeved with a materials approved for potable water use in soil or other material that is impermeable to solvents or petroleum products.
4[BSC, DSA-SS, DSA-SS/CC, HCD, AGR and DPH] PEX tubing shall meet the requirements of NSF P171 CL-R, ASTM F 876-08 or an equivalent or more stringent standard when used in continuously recirculating hot water systems where chlorinated water is supplied to the system and the PEX tubing is exposed to the hot water 100‰ of the time.
Asbestos-CementX1 ASTM C 296, AWWA C400 
BrassXXASTM B 43, ASTM B 135 
CopperXXASTM B 42, ASTM B 75, ASTM B 88, ASTM B 251, ASTM B 302, ASTM B 447ASTM B 16.15, ASME B16.18, ASME B16.22, ASME B16.26
CPVCXXASTM D 2846, ASTM F 441, ASTM F 442ASTM D 2846, ASTM F 437, ASTM F 438, ASTM F 439, ASTM F 1970
Ductile-IronXXAWWA C151ASME B16.4, AWWA C110, AWWA C153
Galvanized SteelXXASTM A 53 
Malleable IronXX ASME B16.3
PEX1 ASTM D 2239, ASTM D 2737, ASTM D 3035, AWWA C 901, CSA B137.1ASTM D 2609, ASTM D 2683, ASTM D 3261, ASTM F 1055, CSA B137.1
PE-AL-PEXXASTM F 1282, CSA B 137.9ASTM F 1282, ASTM F 1974, CSA B137.9
PEX3,4XXASTM F 876, ASTM F 877, CSA B137.5ASTM F 877, ASTM F 1807, ASTM F 1960, ASTM F 1961, ASTM F 2080, ASTM F 2159, CSA B137.5
PEX-AL-PEX2XXASTM F 1281, ASTM F 2262, CSA B137.10ASTM F 1281, ASTM F 1974, ASTM F 2434, CSA B137.10
PVCX1 ASTM D 1785, ASTM D 2241, AWWA C900ASTM D 2464, ASTM D 2466, ASTM D 2467, ASTM F 1970
Stainless SteelXXASTM A 269, ASTM A 312 

more stringent standard when used in continuously recirculating hot water systems where chlorinated water is supplied to the system and the PEX tubing is exposed to the hot water 100‰ of the time.

604.1.1 Local Authority to Approve CPVC Pipe Within Residential Buildings Under Specified Conditions.

[HCD 1 & HCD 2] The local responsible building official of any city, county, or city and county, shall authorize by permit the use of CPVC for hot and cold water distribution systems within the interior of residential buildings provided all of the following conditions are satisfied:

  1. Permit Conditions. Any building permit issued pursuant to Section 604.1.1 shall be conditioned on compliance with the mitigation measures set forth in this section.
  2. Approved Materials. Only CPVC plumbing material listed as an approved material and installed in accordance with this code may be used.
  3. Installation and Use. Any installation and use of CPVC plumbing material pursuant to this section shall comply with all applicable requirements of this code and Section 1.2 of Appendix I of this code, Installation Standard for CPVC Solvent Cemented Hot and Cold Water Distribution Systems, IAPMO IS 20-2006.
  4. Certification of Compliance. Prior to issuing a building permit pursuant to Section 604.1.1, the building official shall require as part of the permitting process that the contractor, or the appropriate plumbing subcontractors, provide written certification: (1) that is required in subdivision (e), and (2) that he or she will comply with the flushing procedures and worker safety measures set forth in Section 1.2 of Appendix I of this code, Installation Standard for CPVC Solvent Cemented Hot and Cold Water Distribution Systems, IAPMO IS 20-2006.
  5. Worker Safety. Any contractor applying for a building permit that includes the use of CPVC plumbing materials authorized pursuant to this section shall include in the permit application a signed written certification stating that:
    1. They are aware of the health and safety hazards associated with CPVC plumbing installations;142
    2. They have included in their Injury and Illness Prevention Plan the hazards associated with CPVC plumbing pipe installations; and
    3. The worker safety training elements of their Injury and Illness Prevention Plan meet the Department of Industrial Relation's guidelines.
  6. Findings of Compliance. The building official shall not give final permit approval of any CPVC plumbing materials installed pursuant to Section 604.1.1 unless he or she finds that the material has been installed in compliance with the requirements of this code and that the installer has complied with the requirements in Section 1.2.1 of Appendix 1 of this code, Installation Standards for CPVC Solvent Cemented Hot and Cold Water Distribution Systems, IAPMO IS 20-2006.
  7. Penalties. Any contractor or subcontractor found to have failed to comply with the flushing requirements of Section 1.2.1 of Appendix I of this code or the ventilation and glove requirements of Section 1.2.2 of Appendix I of this code, Installation Standards for CPVC Solvent Cemented Hot and Cold Water Distribution Systems, IAPMO IS 20-2006 shall be subject to the penalties in Health and Safety Code, Division 13, Part 1.5, Chapter 6 (Section 17995 et seq.). In addition, if during the conduct of any building inspection the building official finds that the ventilation and glove requirements of Section 1.2.2 of Appendix 1 of this code, “Special Requirements for CPVC Installation within Residential Buildings,” are being violated, such building officials shall cite the contractor or sub-contractor for that violation.

604.2 Copper tube for water piping shall have a weight of not less than Type L.

Exception: Type M copper tubing shall be permitted to be used for water piping when piping is above ground in, or on, a building or underground outside of structures.

604.3 Hard-drawn copper tubing for water supply and distribution in addition to the required incised marking, shall be marked in accordance with ASTM B 88 Seamless Copper Water Tube as referenced in Table 14-1. The colors shall be: Type K, green; Type L, blue; Type M, red.

604.4 Listed flexible copper water connectors shall be installed in readily accessible locations, unless otherwise listed.

604.5 Cast-iron fittings up to and including two (2) inches (51 mm) in size, when used in connection with potable water piping, shall be galvanized.

604.6 Malleable iron water fittings shall be galvanized.

604.7 Piping and tubing that has previously been used for any purpose other than for potable water systems shall not be used.

604.8 Approved plastic materials shall be permitted to be used in water service piping, provided that where metal water service piping is used for electrical grounding purposes, replacement piping therefore shall be of like materials.

Exception: Where a grounding system acceptable to the Authority Having Jurisdiction is installed, inspected, and approved, metallic pipe shall be permitted to be replaced with nonmetallic pipe. Plastic materials for water service piping outside underground shall have a blue insulated copper tracer wire or other approved conductor installed adjacent to the piping. Access shall be provided to the tracer wire or the tracer wire shall terminate above ground at each end of the nonmetallic piping. The tracer wire size shall be not less than 18 AWG and the insulation type shall be suitable for direct burial.

604.9 Solder shall conform to the requirements of Section 316.1.3.

604.10 Water pipe and fittings with a lead content which exceeds eight (8) percent shall be prohibited in piping systems used to convey potable water.

Note: On or after January 1, 2010, see Section 116875 of the Health and Safety Code for the lead content of pipes, pipe or plumbing fittings, or fixtures intended to convey or dispense water for human consumption.

604.11 PEX. Cross-linked polyethylene (PEX) tubing conforming to ASTM F 877, Standard for Crosslinked Polyethylene (PEX) Plastic Hot-and Cold-Water Distribution Systems, shall be marked with the appropriate standard designation(s) for the fittings specified for use with the tubing. Such marking shall not be required for PEX tubing conforming to only ASTM F 876, Crosslinked Polyethylene (PEX) Tubing. PEX tubing shall be installed in compliance with the provisions of this section. [OSHPD 1, 2, 3 & 4] Installation and use of PEX tubing shall be in accordance with manufacturer’s standards. PEX piping shall not be used for any application that would result in noncompliance with any provisions of the California Building Standards Code.

604.11.1 PEX Fittings. Fittings used with PEX tubing shall be manufactured to and marked in accordance with the standards for the fittings referenced in Table 14-1.[OSHPD 1, 2, 3 & 4] Installation and use of PEX tubing shall be in accordance with manufacturer’s standards. PEX piping shall not be used for any application that would result in noncompliance with any provisions of the California Building Standards Code.

604.11.2 Water Heater Connections. PEX tubing shall not be installed within the first eighteen (18) inches (457 mm) of piping connected to a water heater.

604.12 Flexible Corrugated Connectors. Flexible corrugated connectors or stainless steel shall be limited to the following connector lengths:

Water Heater Connectors- twenty-four (24) inches (610 mm).

Fixture Connectors - thirty (30) inches (762 mm).

Washing Machine Connectors - seventy-two (72) inches (1,829 mm).

Dishwasher and Icemaker Connectors - one-hundred and twenty (120) inches (3,048 mm).

604.13 PEX-AL-PEX and PE-AL-PE. Crosslinked polyethylene-aluminium-crosslinked polyethylene (PEX-AL-PEX) and polyethylene-aluminium-polyethylene (PE-AL-PE)

143

composite pipe shall be marked with the applicable standard referenced in Table 14-1 for which the piping has been listed or approved. PEX-AL-PEX and PE-AL-PE piping shall be installed in compliance with the provisions of this section.

[HCD 1 & HCD 2, BSC] PEX-AL-PEX is not adopted for use in potable water supply and distribution systems.

Exception: [OSHPD 1, 2, 3 & 4] Use of PEX-AL-PEX piping is not permitted for applications under the authority of the Office of Statewide Health Planning and Development.

604.13.1 PEX-AL-PEX and PE-AL-PE. Fittings used with PEX-AL-PEX and PE-AL-PE piping shall be manufactured to and marked in accordance with the standard for the fittings referenced in Table 14-1.

[HCD 1 & HCD 2, BSC] PEX-AL-PEX is not adopted for use in potable water supply and distribution systems.

Exception: [OSHPD 1, 2, 3 & 4] Use of PEX-AL-PEX piping is not permitted for applications under the authority of the Office of Statewide Health Planning and Development.

604.13.2 Water Heater Connections. PEX-AL-PEX or PE-AL-PE tubing shall not be installed within the first eighteen (18) inches (457 mm) of piping connected to a water heater.

[HCD 1 & HCD 2, BSC] PEX-AL-PEX is not adopted for use in potable water supply and distribution systems.

Exception: [OSHPD 1,2,3 & 4] Use of PEX-AL-PEX piping is not permitted for applications under the authority of the Office of Statewide Health Planning and Development.

604.14 Water Heater Connectors. Flexible metallic water heater connectors or reinforced flexible water heater connectors connecting water heating to the piping system shall be in compliance with the applicable standards referenced in Table 14-1.

605.0 Valves.

605.1 Valves up to and including two (2) inches (51 mm) in size shall be brass or other approved material. Sizes exceeding two (2) inches (51 mm) shall be permitted to have cast-iron or brass bodies. Each gate or ball valve shall be a fullway type with working parts of non-corrosive material. Valves carrying water used in potable water systems intended to supply drinking water shall meet the requirements of NSF 61, Standard for Drinking Water System Components, as referenced in Table 14-1.

605.2 A fullway valve controlling outlets shall be installed on the discharge side of each water meter and on each unmetered water supply. Water piping supplying more than one (1) building on any one (1) premises shall be equipped with a separate fullway valve to each building, so arranged that the water supply can be turned on or off to any individual or separate building provided; however, that supply piping to a single-family residence and building accessory thereto shall be permitted to be controlled on one (1) valve. Such shutoff valves shall be accessible at all times. A fullway valve shall be installed on the discharge piping from water supply tanks at or near the tank. A fullway valve shall be installed on the cold water supply pipe to each water heater at or near the water heater.

605.3 In multidwelling units, one (1) or more shutoff valves shall be provided in each dwelling unit so that the water supply to any plumbing fixture or group of fixtures in that dwelling unit can be shut off without stopping water supply to fixtures in other dwelling units. These valves shall be accessible in the dwelling unit that they control.

605.4 Valves used to control two (2) or more openings shall be fullway gate valves, ball valves, or other approved valves designed and approved for the service intended.

605.5 A control valve shall be installed immediately ahead of each water-supplied appliance and immediately ahead of each slip joint or appliance supply.

Parallel water distribution systems shall provide a control valve either immediately ahead of each fixture being supplied or installed at the manifold and shall be identifies with the fixture being supplied.

605.6 Required shutoff or control valves shall be accessible.

605.7 A single control valve shall be installed on a water supply line ahead of any automatic metering valve that supplies a battery of fixtures.

605.8 [OSHPD 1, 2, 3 & 4] Each riser or branch shall be provided with an accessible sectionalizing valve in hot-and cold-water systems to permit servicing or replacement of piping or equipment. Stop valves shall be provided at each fixture.

606.0 Joints and Connections.

606.1 Types of Joints.

606.1.1 Flared Joints. Flared joints for soft copper water tubing shall be made with fittings meeting approved standards. The tubing shall be reamed to the full bore, resized to round, and expanded with a proper flaring tool.

606.1.2 Mechanical Joints. Mechanical joints for cast-iron water pipe shall conform to nationally recognized standards.

606.1.3 Mechanically Formed Tee Fittings. Mechanically extracted collars shall be formed in a continuous operation consisting of drilling a pilot hole and drawing out the tube surface to form a collar having a height not less than three (3) times the thickness of the branch tube wall.

The branch tube shall be notched to conform with the inner curve of the run tube and shall have two (2) dimple/depth stops to ensure that penetration of the branch tube into the collar is of sufficient depth for brazing and that the branch tube does not obstruct the flow in the main line tube. Dimple/depth stops shall be in line with the run of the tube. The second dimple shall be one quarter ¼ inch (6.4 mm) above the first and shall serve as a visual point of inspection.

Joints shall be brazed in accordance with Section 316.1.7. Soldered joints shall not be allowed.

144

606.2 Use of Joints.

606.2.1 Copper Water Tube. Joints in copper tubing shall be made by the appropriate use of approved fittings properly soldered or brazed together as provided in Section 316.1.3. or 316.1.7. or by means of approved flared or compression fittings in Sections 606.1.1 or 316.1.5. Solder and soldering flux shall conform to the requirements of Section 316.1.3. Mechanically formed tee fittings shall be made by brazing only and shall conform to the requirements of Sections 316.1.7 and 606.1.3.

606.2.2 Plastic Fittings. Female PVC screwed fittings for water piping shall be used with plastic male fittings and plastic male threads only.

606.2.3 Slip Joints. In water piping, slip joints shall be permitted to be used only on the exposed fixture supply may be used only on the exposed fixture supply.

607.0 Gravity Supply Tanks.

Gravity tanks for potable water shall be tightly covered, and have not less than a sixteen (16) square inch (10,323 mm2) overflow screened with copper screen having not less than fourteen (14) nor exceeding eighteen (18) openings per linear inch (25.4 mm).

608.0 Water Pressure, Pressure Regulators, Pressure Relief Valves, and Vacuum Relief Valves.

608.1 Inadequate Water Pressure. Whenever the water pressure in the main or other source of supply will not provide a residual water pressure of not less than fifteen (15) pounds per square inch (103 kPa), after allowing for friction and other pressure losses, a tank and a pump or other means that will provide said fifteen (15) pound (103 kPa) pressure shall be installed. Whenever fixtures and/or fixture fittings are installed that require residual pressure exceeding fifteen (15) pounds per square inch (103 kPa), that minimum residual pressure shall be provided.

608.2 Excessive Water Pressure. Where static water pressure in the water supply piping is exceeding eighty (80) pounds per square inch (552 kPa), an approved-type pressure regulator preceded by an adequate strainer shall be installed and the static pressure reduced to eighty (80) pounds per square inch (552 kPa) or less. Pressure regulator(s) equal to or exceeding one and one-half (1½) inches (38 mm) shall not require a strainer. Such regulator(s) shall control the pressure to all water outlets in the building unless otherwise approved by the Authority Having Jurisdiction. Each such regulator and strainer shall be accessibly located above ground or in a vault equipped with a properly sized and sloped bore-sighted drain to daylight, shall be protected from freezing, and shall have the strainer readily accessible for cleaning without removing the regulator or strainer body or disconnecting the supply piping. Pipe size determinations shall be based on 80 percent of the reduced pressure when using Table 6-6. An approved expansion tank shall be installed in the cold water distribution piping downstream of each such regulator to prevent excessive pressure from developing due to thermal expansion and maintain the pressure setting of the regulator. The expansion tank shall be properly sized and installed in accordance with the manufacturer’s instructions and listing. Systems designed by registered engineers shall be permitted to use approved pressure relief valves in lieu of expansion tanks provided such relief valve have a maximum pressure relief setting of one hundred (100) pounds per square inch (689 kPa) or less.

608.3 Any water system provided with a check valve, backflow preventer, or any other normally closed device that prevents dissipation of building pressure back into the water main shall be provided with an approved, listed, and adequately sized expansion tank or other approved device having a similar function to control thermal expansion. Such expansion tank or other approved device shall be installed on the building side of the check valve, backflow preventer, or other device and shall be sized and installed in accordance with the manufacturer’s recommendation.

Any water system containing storage water heating equipment shall be provided with an approved, listed, adequately sized combination pressure and temperature relief valve, except for listed nonstorage instantaneous heaters having an inside diameter of not more than three (3) inches (80 mm). Each such approved combination temperature and pressure relief valve shall be installed on the water-heating device in an approved location based on its listing requirements and the manufacture′s instruction. Each such combination temperature and pressure relief valve shall be provided with a drain as required in Section 608.5.

608.4 Each pressure relief valve shall be an approved automatic type with drain, and each such relief valve shall be set at a pressure of not more than one-hundred and fifty (150) pounds per square inch (1,034 kPa). No shutoff valve shall be installed between the relief valve and the system or in the drain line.

608.5 Relief valves located inside a building shall be provided with a drain not smaller than the relief valve outlet of galvanized steel, hard-drawn copper piping and fittings, CPVC or listed relief valve drain tube with fittings that will not reduce the internal bore of the pipe or tubing (straight lengths as opposed to coils) and shall extend from the valve to the outside of the building, with the end of the pipe not more than two (2) feet (610 mm) nor less than six (6) inches (152 mm) above ground or the flood level of the area receiving the discharge and pointing downward. Such drains shall be permitted to terminate at other approved locations. Relief valve drains shall not terminate in a building’s crawl space. No part of such drain pipe shall be trapped or subject to freezing. The terminal end of the drain pipe shall not be threaded.

608.6 Any water-heating device connected to a separate storage tank and having valves between said heater and tank shall be provided with an approved water pressure relief valve.

608.7 Vacuum Relief Valves. Where a hot-water storage tank or an indirect water heater is located at an elevation above the fixture outlets in the hot-water system, a vacuum relief valve shall be installed on the storage tank or heater.

145

609.0 Installation, Testing, Unions, and Location.

609.1 Installation. Water piping shall be adequately supported in accordance with Section 314.0. Burred ends shall be reamed to the full bore of the pipe or tube. Changes in direction shall be made by the appropriate use of fittings, except that changes in direction in copper tubing may be made with bends, provided that such bends are made with bending equipment that does not deform or create a loss in the cross-sectional area of the tubing. Changes in direction are allowed with flexible pipe and tubing without fittings in accordance with the manufacturer's installation instructions. Provisions shall be made for expansion in hot-water piping. Piping, equipment, appurtenances, and devices shall be installed in a workmanlike manner in conformity with the provisions and intent of the code. Water service yard piping shall be not less than twelve (12) inches (305 mm) below the average local frost depth. The cover shall be not less than twelve (12) inches (305 mm) below finish grade.

609.2 Water pipes shall not be run or laid in the same trench as building sewer or drainage piping constructed of clay or materials that are not approved for use within a building unless both of the following conditions are met:

609.2.1 The bottom of the water pipe, at all points, shall be not less than twelve (12) inches (305 mm) above the top of the sewer or drain line.

609.2.2 The water pipe shall be placed on a solid shelf excavated at one (1) side of the common trench with a clear horizontal distance of not less than twelve (12) inches (305 mm) from the sewer or drain line.

Water pipes crossing sewer or drainage piping constructed of clay or materials that are not approved for use within a building shall be laid not less than twelve (12) inches (305 mm) above the sewer or drain pipe.

609.3 Water piping installed within a building and in or under a concrete floor slab resting on the ground shall be installed in accordance with the following requirements:

609.3.1 Ferrous piping shall have a protective coating of an approved type, machine applied and conforming to recognized standards. Field wrapping shall provide equivalent protection and shall be restricted to those short sections and fittings necessarily stripped for threading. Zinc coating (galvanizing) shall not be deemed adequate protection for piping or fittings. Approved nonferrous piping shall not be required to be wrapped.

609.3.2 Copper tubing shall be installed without joints where possible. where joints are permitted, they shall be brazed, and fittings shall be wrought copper.

Note: For the purpose of this section, “within the building” shall mean within the fixed limits of the building foundation.

609.4 Testing. Upon completion of a section or of the entire hot and cold water supply system, it shall be tested and proved tight under a water pressure not less than the working pressure under which it is to be used. The water used for tests shall be obtained from a potable source of supply. Except for plastic piping, a fifty (50) lb./in.2 (345 kPa) air pressure shall be permitted to be substituted for the water test. In either method of test, the piping shall withstand the test without leaking for a period of not less than fifteen (15) minutes.

609.5 Unions. Unions shall be installed in the water supply piping not more than twelve (12) inches (305 mm) of regulating equipment, water heating, conditioning tanks, and similar equipment that requires service by removal or replacement in a manner that will facilitate its ready removal.

609.6 Location. Except as provided in Section 609.7, no building supply shall be located in any lot other than the lot that is the site of the building or structure served by such building supply.

609.7 Nothing contained in this code shall be construed to prohibit the use of all or part of an abutting lot to:

609.7.1 Provide access to connect a building supply to an available public water service when proper cause and legal easement not in violation of other requirements have been first established to the satisfaction of the Authority Having Jurisdiction.

609.7.2 Provide additional space for a building supply when proper cause, transfer of ownership, or change of boundary not in violation of other requirements have been first established to the satisfaction of the Authority Having Jurisdiction. The instrument recording such action shall constitute an agreement with the Authority Having Jurisdiction, which shall clearly state and show that the areas so joined or used shall be maintained as a unit during the time they are so used. Such an agreement shall be recorded in the office of the County Recorder as a part of the conditions of ownership of said properties, and shall be binding on heirs, successors, and assigns to such properties. A copy of the instrument recording such proceedings shall be filed with the Authority Having Jurisdiction.

609.8 Low-Pressure Cutoff Required on Booster Pumps for Water Distribution Systems. When a booster pump (excluding a fire pump) is connected to a water service or underground water pipe, a low-pressure cutoff switch on the inlet side of the pump shall be installed not more than five (5) feet (1,524 mm) of the inlet. The cutoff switch shall be set for not less than ten (10) psi (69 kPa). A pressure gauge shall be installed between the shutoff valve and the pump.

609.9 Disinfection of Potable Water System. New or repaired potable water systems shall be disinfected prior to use whenever required by the Authority Having Jurisdiction. [OSHPD 1, 2, 3 & 4] Prior to utilization of newly constructed or altered potable water piping systems, all affected potable water piping shall be disinfected using procedures prescribed in California Plumbing Code Sections 609.9.1 through 609.9.4. The method to be followed shall be that prescribed by the Health Authority or, in case no method is prescribed by it, the following:

146

609.9.1 The pipe system shall be flushed with clean, potable water until only potable water appears at the points of outlet.

609.9.2 The system or parts thereof shall be filled with a water-chlorine solution containing not less than fifty (50) parts per million of chlorine, and the system or part thereof shall be valved-off and allowed to stand for twenty-four (24) hours; or, the system or part thereof shall be filled with a water-chlorine solution containing not less than two-hundred (200) parts per million of chlorine and allowed to stand for three (3) hours.

609.9.3 Following the allowed standing time, the system shall be flushed with clean, potable water until the chlorine residual in the water coming from the system does not exceed the chlorine residual in the flushing water.

609.9.4 The procedure shall be repeated if it is shown by bacteriological examination made by an approved agency that contamination persists in the system.

609.10 Water Hammer. [Not adopted by HCD] Building water supply systems where quick-acting valves are installed shall be provided with water hammer arrester(s) to absorb high pressures resulting from the quick closing of these valves. Water hammer arrestors shall be approved mechanical devices in accordance with the applicable standard(s) referenced in Table 14-1 and shall be installed as close as possible to quick-acting valves.

609.10.1 Mechanical Devices. When listed mechanical devices are used, the manufacturer's specifications as to location and method of installation shall be followed.

609.11 [OSHPD 1, 2 & 4] Refer to Title 24, Part 2 of the California Building Code for seismic anchorage and bracing requirements and accommodations for building displacements.

610.0 Size of Potable Water Piping.

610.1 The size of each water meter and each portable water supply pipe from the meter or other source of supply to the fixture supply branches, risers, fixtures, connections, outlets, or other uses shall be based on the total demand and shall be determined according to the methods and procedures outlined in this section. Water piping systems shall be designed to ensure that the maximum velocities allowed by the code and the applicable standard are not exceeded.

610.2 Whenever a water filter, water softener, backflow prevention device or similar device is installed in any water supply line, the pressure loss through such devices shall be included in the pressure loss calculations of the system, and the water supply pipe and meter shall be adequately sized to provide for any such pressure loss.

No water filter, water softener, backflow prevention device, or similar device regulated by this code shall be installed in any potable water supply piping when the installation of such device produces an excessive pressure drop in any such water supply piping. In the absence of specific pressure drop information, the diameter of the inlet or outlet of any such device or its connecting piping shall be not less than the diameter of such water distribution piping to the fixtures served by the device.

Such devices shall be of a type approved by the Authority Having Jurisdiction and shall be tested for flow rating and pressure loss by an approved laboratory or recognized testing agency to standards consistent with the intent of this chapter.

610.3 The quantity of water required to be supplied to every plumbing fixture shall be represented by fixture units, as shown in Table 6-5. Equivalent fixture values shown in Table 6-5 include both hot and cold water demand.

610.4 Systems within the range of Table 6-6 shall be permitted to be sized from that table or by the method set forth in Section 610.5.

Listed parallel water distribution systems shall be installed in accordance with their listing, but at no time shall any portion of the system exceed the maximum velocities allowed by the code.

610.5 Except as provided in Section 610.4, the size of each water piping system shall be determined in accordance with the procedure set forth in Appendix A. For alternate methods of sizing water supply systems, see Appendix L.

610.6 Except where the type of pipe used and the water characteristics are such that no decrease in capacity due to length of service (age of system) is expected, friction-loss data shall be obtained from the “Fairly Rough” or “Rough” charts in Appendix A of this code. Friction or pressure losses in water meter, valve, and fittings shall be obtained from the same sources. Pressure losses through water-treating equipment, backflow prevention devices, or other flow-restricting devices shall be computed as required by Section 610.2.

610.7 On any proposed water piping installation sized using Table 6-6, the following conditions shall be determined:

  1. Total number of fixture units as determined from Table 6-5, Equivalent Fixture Units, for the fixtures to be installed.
  2. Developed length of supply pipe from meter to most remote outlet.
  3. Difference in elevation between the meter or other source of supply and the highest fixture or outlet.
  4. Pressure in the street main or other source of supply at the locality where the installation is to be made.
  5. In localities where there is a fluctuation of pressure in the main throughout the day, the water piping system shall be designed on the basis of the minimum pressure available.

610.8 Size of Meter and Building Supply Pipe Using Table 6-6. The size of the meter and the building supply pipe shall be determined as follows:

  1. Determine the available pressure at the water or other source of supply.
  2. Subtract one-half (½) pound per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation between such source of supply and the highest water supply outlet in the building or on the premises.147
  3. Use the “pressure range” group within which this pressure will fall using Table 6-6.
  4. Select the “length” column that is equal to or longer than the required length.
  5. Follow down the column to a fixture unit value equal to or exceeding the total number of fixture units required by the installation.
  6. Having located the proper fixture unit value for the required length, sizes of meter and building supply pipe as found in the two (2) left-hand columns shall be applied.

No building supply pipe shall be less than three-quarters (¾) of an inch (20 mm) in diameter.

610.9 Size of Branches. When Table 6-6 is used, the minimum size of each branch shall be determined by the number of fixture units to be served by that branch, the total developed length of the system, and the meter and street service size as per Section 610.8. No branch piping is required to be larger in size than that required by Table 6-6 for the building supply pipe.

610.10 Sizing for Flushometer Valves. When using Table 6-6 to size water supply systems serving flushometer valves, the number of flushometer fixture units assigned to every section of pipe, whether branch or main, shall be determined by the number and category of flushometer valves served by that section of pipe, in accordance with Table 6-7. Piping supplying a flushometer valve shall be not less in size than the valve inlet.

When using Table 6-7 to size water piping, care must be exercised to assign flushometer fixture units based on the number and category of fixtures served.

SIZING METHOD EXAMPLE USING TABLE 6-7 PUBLIC USE FIXTURES

SIZING METHOD EXAMPLE USING TABLE 6-7 PUBLIC USE FIXTURES

In the example below, fixture units assigned to each section of pipe are computed as follows: Note: Each capital letter refers to the section of pipe above it, unless otherwise shown.

A: 1 WC = 40 F.U.

B: 2 WC = 70 F.U.

C: 2 WC (70) + 1 UR (20) = 90 F.U.

D: 2 WC (70) + 2 UR (35) = 105 F.U.

E: 2 WC (70) + 2 UR (35) + 1 LAV (1) = 106 F.U.

F: 2 WC (70) + 2 UR (35) + 2 LAV (2) = 107 F.U.

G: 1 LAV = 1 F.U.

H: 2 LAV = 2 F.U.

I: 2 LAV (2) + 1 UR (20) = 22 F.U.

J: 2 LAV (2) + 2 UR (35) = 37 F.U.

K: 2 LAV (2) + 2 UR (35) + 1 WC (40) = 77 F.U.

L: 2 LAV (2) + 2 UR (35) + 2 WC (70) = 107 F.U.

M: 4 WC (105) + 4 UR (53) + 4 LAV (4) = 162 F.U.

N: 1 WC = 40 F.U.

O: 1 WC (40) + 1 UR (20) = 60 F.U.

P: 1 WC (40) + 1 UR (20) + 1 LAV (1) = 61 F.U.

Q: 2 WC (70) + 1 UR (20) + 1 LAV (1) = 91 F.U.

R: 2 WC (70) + 2 UR (35) + 1 LAV (1) = 106 F.U.

S: 2 WC (70) + 2 UR (35) + 2 LAV (2) = 107 F.U.

T: 6 WC (125) + 6 UR (63) + 6 LAV (6) = 194 F.U.

610.11 Sizing Systems for Flushometer Tanks. The size of branches and mains serving flushometer tanks shall be consistent with the sizing procedures for flush tank water closets.

610.12 Sizing for Velocity. Water piping systems shall not exceed the maximum velocities listed in this section or Appendix A.

610.12.1 Copper Tube Systems. Maximum velocities in copper and copper alloy tube and fitting systems shall not exceed eight (8) feet per second (fps) (2.4 mps) in cold water and five (5) fps in hot water (1.5 mps).

610.12.2 Tubing Systems Using Copper Alloy Fittings. Maximum velocities through copper alloy fittings in tubing other than copper shall not exceed eight (8) feet per second (fps) (2.4 mps) in cold water and five (5) fps in hot water (1.5 mps).

610.13 Exceptions. The provisions of this section relative to size of water piping shall not apply to the following:

  1. Water supply piping systems designed in accordance with recognized engineering procedures acceptable to the Authority Having Jurisdiction.
  2. Alteration of or minor additions to existing installations, provided the Authority Having Jurisdiction finds that there will be an adequate supply of water to operate all fixtures.
  3. Replacement of existing fixtures or appliances.
  4. Piping that is part of fixture equipment.
  5. Unusual conditions where, in the judgment of the Authority Having Jurisdiction, an adequate supply of water is provided to operate fixtures and equipment.
  6. Non-potable waterlines as defined in Sections 601.2.2 and 601.2.4.

148

TABLE 6-5
WATER SUPPLY FIXTURE UNITS (WSFU) AND MINIMUM FIXTURE BRANCH PIPE SIZES3
Inch
½
¾
1
mm
15
20
25
 
APPLIANCES, APPURTENANCES OR FIXTURES2MINIMUM FIXTURE BRANCH PIPE SIZE1,4PRIVATEPUBLICASSEMBLY6
Notes:
1Size of the cold branch pipe, or both the hot and cold branch pipes.
2Appliances, Appurtenances or Fixtures not included in this Table may be sized by reference to fixtures having a similar flow rate and frequency of use.
3The listed fixture unit values represent their load on their cold water service. The separate cold water and hot water fixture unit value for fixtures having both hot and cold water connections may each be taken as three-quarter (¾) of the listed total value of the fixture.
4The listed minimum supply branch pipe sizes for individual fixtures are the nominal (I.D.) pipe size.
5For fixtures or supply connections likely to impose continuous flow demands, determine the required flow in gallons per minute (GPM), and add it separately to the demand (in GPM) for the distribution system or portions thereof.
6Assembly [Public Use (See Table 4-1)].
7When sizing flushometer systems, see Section 610.10.
8Reduced fixture unit loading for additional hose bibbs is to be used only when sizing total building demand and for pipe sizing when more than one (1) hose bibb is supplied by a segment of water-distributing pipe. The fixture branch to each hose bibb is supplied by a segment of water-distributing pipe. The fixture branch to each hose bibb shall be sized on the basis of two and one-half (2.5) fixture units.
9[HCD 2] For water supply fixture unit values related to mobilehome parks in all parts of the State of California, see California Code of Regulations, Title 25, Division 1, Chapter 2, Article 5, Section 1278. For water supply fixture unit values related to special occupancy parks in all parts of the State of California, see California Code of Regulations, Title 25, Division 1, Chapter 2.2, Article 5, Section 2278.
Bathtub or Combination Bath/Shower (fill)½4.04.0B
¾" Bathtub Fill Valve¾10.010.0 
Bidet½1.0  
Clothes washer½4.04.0 
Dental Unit, cuspidor½ 1.0 
Dishwasher, domestic½1.51.5 
Drinking Fountain or Water Cooler½0.50.50.75
Hose Bibb½2.52.5 
Hose Bibb, each additional8½1.01.0 
Lavatory½1.01.01.0
Lawn Sprinkler, each head5 1.01.0 
Mobile Home, each (minimum)9 12.0  
Sinks    
Bar½1.02.0 
Clinic Faucet½ 3.0 
Clinic Flushometer Valve with or without faucet1 8.0 
Kitchen, domestic½1.51.5 
Laundry½1.51.5 
Service or Mop Basin½1.53.0 
Washup, each set of faucets½ 2.0 
Shower, per head½2.02.0 
Urinal, 1.0 GPF Flushometer Valve¾See Footnote7 
Urinal, greater than 1.0 GPF Flushometer Valve¾See Footnote7 
Urinal, flush tank½2.02.03.0
Wash Fountain, circular spray¾ 4.0 
Water Closet, 1.6 GPF Gravity Tank½2.52.53.5
Water Closet, 1.6 GPF Flushometer Tank½2.52.53.5
Water Closet, 1.6 GPF Flushometer Valve1See Footnote7 
Water Closet, greater than 1.6 GPF Gravity Tank½3.05.57.0
Water Closet, greater than 1.6 GPF Flushometer Valve1See Footnote7 

149

TABLE 6-6
FIXTURE UNIT TABLE FOR DETERMINING WATER PIPE AND METER SIZES
 Inch
½
3/4
1


2
mm
15
20
25
32
40
50
65
METER AND STREET SERVICE, INCHESBUILDING SUPPLY AND BRANCHES, INCHESMAXIMUM ALLOWABLE LENGTH IN FEET (meters)
40 (12)60 (18)80 (24)100 (30)150 (46)200 (61)250 (76)300 (91)400 (122)500 (152)600 (183)700 (213)800 (244)900 (274)1000 (305)
**Available static pressure after head loss.
***Building supply, not less than three-quarter (¾) inch (20 mm) nominal size.
Pressure Range - 30 to 45 psi (207 to 310 kPa)**
¾½***654321110000000
¾¾1616141296554432221
¾1292523211715131210866666
113631272520171513121086666
¾363331282423211917161312121111
1544742383228252319171412121111
786857483832282521181512121111
1858479655648433832282622212020
150124105917057494536312623212020
21511291291108064534638322723212020
12858585858585828066615752494643
2220205190176155138127120104857061575451
22370327292265217185164147124967061575451
2445418390370330300280265240220198175158143133
Pressure Range - 46 to 60 psi (317 to 414 kPa)**
¾½***776543221110000
¾¾202019171411986544333
¾1393936332823211917141210988
11393939363025232018151210988
¾393939393939343227252219191716
1787876675244393630272420191716
787878786652443933292420191716
1858585858585806755494137343230
151151151151128105907862524238353230
2151151151151150117988467554238353230
12858585858585858585858585858380
237037034031827224022019817015013512311010294
2237037037037036831828025020516514212311010294
2654640610580535500470440400365335315285267250
Pressure Range - Over 60 psi (414 kPa)**
¾½***777654332111110
¾¾20202020171311108766544
¾1393939393530272421171413121211
11393939393832292622181413121211
¾393939393939393934282625232221
1787878787462534739312625232221
787878787874655443342625232221
1858585858585858581645148464340
15115115115115115113011388735151464340
215115115115115115114212298826451464340
12858585858585858585858585858585
2370370370370360335305282244212187172153141129
22370370370370370370370340288245204172153141129
2654654654654654650610570510460430404380356329
150
  1. The size and material of irrigation water piping installed outside of any building or structure and separated from the potable water supply by means of an approved airgap or backflow prevention device is not regulated by this code. The potable water piping system supplying each such irrigation system shall be adequately sized as required elsewhere in this chapter to deliver the full connected demand of both the domestic use and the irrigation systems.
TABLE 6-7
FLUSHOMETER FIXTURE UNITS FOR WATER SIZING USING TABLE 6-5
FIXTURE CATEGORY: WATER CLOSET W/ FLUSHOMETER VALVES
NUMBER OF FLUSHOMETER VALVESINDIVIDUAL FIXTURE UNITS ASSIGNED IN DECREASING VALUEFIXTURE UNITS ASSIGNED FOR WATER CLOSETS AND SIMILAR 10-UNIT FIXTURES IN ACCUMULATIVE VALUES
14040
23070
32090
415105
5 or more10 each115 plus 10 for each additional fixture in excess of 5
FIXTURE CATEGORY: URINALS W/ FLUSHOMETER VALVES
NUMBER OF FLUSHOMETER VALVESINDIVIDUAL FIXTURE UNITS ASSIGNED IN DECREASING VALUEFIXTURE UNITS ASSIGNED FOR WATER CLOSETS AND SIMILAR 5-UNIT FIXTURES IN ACCUMULATIVE VALUES
12020
21535
31045
4853
5 or more5 each58 plus 5 for each additional fixture in excess of 5
TABLE 6-8
SIZING OF RESIDENTIAL WATER SOFTENERS
REQUIRED SIZE OF SOFTENER CONNECTIONNUMBER OF BATHROOM GROUPS SERVED1
1Installation of a kitchen sink and dishwasher, laundry tray, and automatic clothes washer permitted without additional size increase.
2An additional water closet and lavatory permitted.
3Over four (4) bathroom groups, the softener size shall be engineered for the specific installation.
See also Appendix A, Recommended Rules for Sizing the Water Supply System, and Appendix L, Alternate Plumbing Systems, for alternate methods of sizing water supply systems.
¾ in.up to 22
1 in.up to 43

611.0 Drinking Water Treatment Units.

611.1 Compliance with Standard. Drinking water treatment units shall meet the requirements of the appropriate standard referenced in Table 14-1.

611.2 Airgap Discharge. Discharge from drinking water treatment units shall enter the drainage system through an airgap or an airgap device that meets the requirements of the appropriate standards referenced in Table 14-1.

611.3 Connection Tubing. The tubing to and from drinking water treatment units shall be of a size and material as recommended by the manufacturer. The tubing shall comply with the requirements of the appropriate standards referenced in Table 14-1.

611.4 Sizing of Residential Softeners. Residential-use water softeners shall be sized per Table 6-8.

612.0 [OSHPD 1, 2, 3 & 4] Domestic Hot-Water Distribution Systems for Health Facilities and Clinics.

612.1 The domestic water-heating equipment and distribution systems shall supply water at the temperature and amounts shown in Table 6-9. Where the system is designed by a mechanical engineer, appropriate diversity factors may be utilized.

ABLE 6-9
[OSHPD 1, 2, 3 & 4] HOT WATER USE
 CLINICALDIETARY1LAUNDRY2
1 Rinse water temperature at automatic dishwashing equipment and pot sinks shall be 180°F(82°C).
Exception: The rinse water supply to pot rinse sinks may be deleted if a method of chemical disinfection using a three-compartment sink is proposed.
2 The required temperature of 160°F (71°C) in the laundry is that measure in the washing machine and shall be supplied so that the temperature may be maintained over the entire wash and rinse period.
Exception: A lower water temperature of 140°F (60°C) may be utilized, provided linens are subsequently passed through a tumbler dryer at 180°F (82°C) or a flatwork ironer at 300°F (149°C).
Liter/Hour/Bed11.97.27.6
Gallons/Hour/Bed322
Temperature °C41-49.049.071.0
Temperature °F105-120.0120.0160.0

612.2 At least two pieces of hot-water-heating equipment shall be provided to supply hot water for dishwashing and minimum patient services such as handwashing and bathing. Booster heaters for 125°F to 180°F (52°C to 82°C) water are acceptable as a second piece of equipment for dishwashing. Where storage tanks are separate from the water heater, at least two independent storage tanks shall be provided.

612.3 Instantaneous heaters are permitted for supplying hot water to handwashing and bathing fixtures if a continuous mechanical recirculation system is also provided.

612.4 Water storage tanks shall be fabricated of corrosion-resistant materials or lined with corrosion-resistant materials.

612.5 Temperature control valves shall be provided to automatically regulate the temperature of hot water delivered to plumbing fixtures used by patients to a range of 105°F (41°C) minimum to 120°F (49°C) maximum. High temperature alarm set at 125°F (52°C) shall be provided. The audible/visual device for the high temperature alarm shall annunciate at a continuously occupied location.

612.6 Hot-water distribution system serving patient care areas shall be under constant mechanical recirculation to provide

151

continuous hot water at each hot water outlet. Non-recirculated fixture branch piping shall not exceed 25 feet (7.62 meters) in length. Dead-end piping (risers with no flow, branches with no fixture) shall not be installed. In renovation projects, dead-end piping shall be removed in the area of renovation. Empty risers, mains, and branches installed for future use shall be permitted.

612.7 At fixtures where water exceeding 125°F (52°C) is accessible to patients or personnel, warning signs in letters at least 2 inches (51 mm) high shall be posted above the fixtures.

612.8 Sectionalizing valves shall be provided as required by Section 605.8.

613.0 Dialysis Water-Distribution Systems.

613.1 [OSHPD 1, 2, 3 & 4] Dialysis water feedlines shall be PVC (polyvinyl chloride), glass, stainless steel, or PVDF (polyvinylidene fluoride) and sized to provide a minimum velocity of 1.5 feet per second (0.46 m/s). The piping shall be a singleloop system with or without recirculation. Branches to dialysis machines shall be ¼ inch (6.4 mm) inside dimension and take off from the bottom of the main feedline.

613.2 All piping for multistation or central dialysis units shall be rigid where possible. All piping and tubing shall be in a neat arrangement. The placement of piping or tubing on the floor is not permitted.

613.3 All valves shall be located in accessible locations.

613.4 Piping and valves shall be identified according to their function.

613.5 A means of preventing backwashing or flushing of the system when one or more stations are in operation shall be provided.

613.6 A continuous audible alarm shall sound at the nurses' station and remote equipment rooms when the minimum velocity is not maintained, or if backwashing or flushing is attempted while one or more stations are in operation.

613.7 Water used for dialysis treatment shall meet the latest edition of ANSI/American Association of Medical Instrumentations (AAMI) RD62, Water treatment equipment for hemodialysis applications.

613.8 A diagram of all piping as installed shall be posted at the nurses' station and equipment room of all multistation or central dialysis units.

614.0 Identification of Potable and Non-Potable Water Lines.

614.1 Uses Not Permitted.

614.1.1 [OSHPD 1, 2, 3 & 4] Non-potable water shall not be piped for drinking, washing or bathing, washing of clothing, cooking, washing of food, washing of cooking or eating utensils, washing of food preparation or processing premises, or other personal service rooms.

614.2 [OSHPD 1, 2, 3 & 4] Non-potable water systems or systems carrying any other non-potable substance shall be installed so as to prevent backflow or back-siphonage into a potable water system.

614.3 [OSHPD 1, 2, 3 & 4] Outlets for non-potable water, such as water for industrial or fire-fighting purposes, shall be posted in a manner understandable to all employees to indicate that the water is unsafe and shall not be used for drinking, washing, cooking, or other personal service purposes.

614.4 [OSHPD 1] Emergency Water Supply.

614.4.1 For acute care hospital facilities required to meet NPC-5, an on site water supply of 150 gallons (567.9 L) (based on 50 gallons/day/bed for 72 hours) of potable water per licensed bed shall be provided.

The emergency supply shall have fittings to allow for replenishment of the water supply from transportable water sources and a means to collect water in portable containers in the event that normal water supply becomes unavailable.

Exceptions:

  1. With the licensing agency approval of a water rationing plan, the emergency water storage capacity may be computed based on the approved water rationing plan to provide for 72 hours of operation.
  2. With the approval of the Office and the licensing agency, hook-ups that allow for the use of transportable sources of potable water may be provided in lieu of on-side storage.

614.4.2 The emergency supply of water shall be provided at adequate pressure using gravity, pressure tanks or booster pumps. Pumps used for this purpose shall be provided with electrical power from the on site emergency system.

152

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 7 – SANITARY DRAINAGE
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter      XX         
Adopt Entire Chapter as amended (amended sections listed below)X XX    XXXX  X  
Adopt only those sections that are listed below                 
Chapter/Section
701.1.2.1        XXXX     
701.1.2.2  XX             
Table 7-3   X             
705.1.7 Exception  XX             
705.1.9 Exception  XX             
705.2.5  XX             
710.3.3.1  XX             
713.4  XX             
717.1              X  
724.0              X  
725.0              X  
726.0              X  
727.0        X        

153

154

CHAPTER 7
SANITARY DRAINAGE

Part 1 – Drainage Systems.

701.0 Materials.

701.1 Materials for drainage piping shall be in accordance with one of the referenced standards in Table 7–1 except that:

701.1.1 No galvanized wrought-iron or galvanized steel pipe shall be used underground and shall be kept not less than six (6) inches (152 mm) above ground.

701.1.2 ABS and PVC DWV piping installations shall be installed in accordance with applicable standards referenced in Table 14-1. Except for individual single-family dwelling units, materials exposed within ducts or plenums shall have a flame-spread index of a maximum of twenty-five (25) and a smoke-developed index of a maximum fifty (50), when tested in accordance with the Test for Surface-Burning Characteristics of the Building Materials (See the Building Code standards based on ASTM E 84 and UL 723).

701.1.2.1 [OSHPD 1, 2, 3 & 4] ABS and PVC installations are not allowed.

701.1.2.2 [HCD 1 & HCD 2] ABS and PVC installations are limited to not more than two stories of areas of residential accommodation.

701.1.3 No vitrified clay pipe or fittings shall be used above ground or where pressurized by a pump or ejector. They shall be kept not less than twelve (12) inches (305 mm) belowground.

701.1.4 Copper tube for drainage and vent piping shall have a weight of not less than that of copper drainage tube type DWV.

701.1.5 Stainless steel 304 pipe and fittings shall not be installed underground and shall be kept not less than six (6) inches (152 mm) above ground.

701.1.6 Cast-iron soil pipe and fittings shall be listed and tested to comply with standards referenced in Table 14-1. Such pipe and fittings shall be marked with country of origin and identification of the original manufacturer in addition to any markings required by referenced standards.

701.2 Materials for drainage fittings shall be in accordance with the applicable standards referenced in Table 7-1 of the same diameter as the piping served, and such fittings shall be compatible with the type of pipe used.

701.2.1 Fittings on screwed pipe shall be of the recessed drainage type. Burred ends shall be reamed to the full bore of the pipe.

701.2.2 The threads of drainage fittings shall be tapped so as to allow one-fourth (¼) inch per foot (20.8 mm/m) grade.

701.2.3 Fittings used for drainage shall be of the drainage type, have a smooth interior water-way, and be constructed so as to allow one-fourth (¼) inch per foot (20.8 mm/m) grade.

701.3 Lead. See Table 14-1. Sheet lead shall be not less than the following:

For safe pans – not less than four (4) pounds per square foot (19.5 kg/m2) or one-sixteenth (1/16)inch (1.6 mm) thick.

For flashings or vent terminals – not less than three (3) pounds per square foot (14.6 kg/m2) or 0.0472 inches (1.2 mm) thick.

Lead bends and lead traps shall be not less than one-eighth (1/18) inch (3.2 mm) wall thickness.

701.4 Ferrules and Bushings.

701.4.1 Caulking ferrules shall be manufactured from bronze or copper and shall be in accordance with Table 7-2(a).

701.4.2 Soldering bushings shall be of bronze or copper in accordance with Table 7-2(b).

TABLE 7-2(a)
CAULKING FERRULES
PIPE SIZE (inches)INSIDE DIAMETER (inches)LENGTH (inches)MINIMUM WEIGHT EACH
lb.oz.
210
3112
428
CAULKING FERRULES (Metric)
PIPE SIZE (mm)INSIDE DIAMETER (mm)LENGTH(mm)MINIMUM WEIGHT EACH (kg)
50571140.454
80831140.790
1001081141.132
TABLE 7-2(b)
SOLDERING BUSHINGS
PIPE SIZE (inches)MINIMUM WEIGHT EACHPIPE SIZE (inches)MINIMUM WEIGHT EACH
lb.oz.lb.oz.
0616
08320
2014438
SOLDERING BUSHINGS (Metric)
PIPE SIZE (mm)MINIMUM WEIGHT EACH (kg)PIPE SIZE (mm)MINIMUM WEIGHT EACH (kg)
320.168650.622
400.224800.908
500.3921001.586

155

702.0 Fixture Unit Equivalents.

702.1 The unit equivalent of plumbing fixtures shown in Table 7-3 shall be based on the size of the trap required, and the unit equivalent of fixtures and devices not shown in Table 7-3 shall be based on the size of trap or trap arm.

Maximum drainage fixture units for a fixture trap and trap arm loadings for sizes up to four (4) inches (100 mm) are as follows:

SIZE OF TRAP AND
TRAP ARM
DRAINAGE FIXTURE
UNIT VALUES (DFU)
1¼in.(32 mm)1 unit
1½in.(40 mm)3 units
2 in.(50 mm)4 units
3 in.(80 mm)6 units
4 in.(100 mm)8 units
Exception: On self-service laundries.

702.2 Drainage fixture units for intermittent flow into the drainage system shall be computed on the rated discharge capacity in gpm (gallons per minute) (liters per second) in accordance with Table 7–4.

702.3 For a continuous flow into a drainage system, such as from a pump, sump ejector, air conditioning equipment, or similar device, two (2) fixture units shall be allowed for each gallon per minute (3.78 L/m) of flow.

TABLE 7-4
DISCHARGE CAPACITY IN GALLONS PER MINUTE (LITERS PER SECOND) FOR INTERMITTENT FLOW ONLY
GPM(L/sec)
Note: Discharge capacity exceeding 50 gallons per minute (3.15 L/sec.) shall be determined by the Authority Having Jurisdiction.
Up to 7½Up to 0.47Equals 1 Fixture Units
Greater than 7½ to 15(0.47 to 0.95)Equals 2 Fixture Units
Greater than 15 to 30(0.95 to 1.89)Equals 4 Fixture Units
Greater than 30 to 50(1.89 to 3.15)Equals 6 Fixture Units

703.0 Size of Drainage Piping.

703.1 The minimum sizes of vertical and/or horizontal drainage piping shall be determined from the total of fixture units connected thereto, and additionally, in the case of vertical drainage pipes, in accordance with their length.

TABLE 7-1
MATERIALS FOR DRAIN, WASTE, VENT PIPE, AND FITTINGS
MATERIALUNDERGROUND DRAIN, WASTE, VENT PIPE AND FITTINGSABOVE GROUND DRAIN, WASTE VENT PIPE AND FITTINGSBUILDING SEWER PIPE AND FITTINGSREFERENCED STANDARD(S) PIPEREFERENCED STANDARD(S) FITTINGS
1For Building Sewer applications.
ABS (Schedule 40)XXXASTM D 1527,
ASTM D 2661,
ASTM D 26801,
ASTM F 628
ASTM D 2661,
ASTM D 26801
Asbestos-Cement  XASTM C 4281,
ASTM C 141
 
Brass X ASTM B 43 
Cast-IronXXXASTM A 74,
ASTM A 888,
CISPI 301
ASME B 16.12,
ASTM A 74,
ASTM A 888,
CISPI 301
Co-Extruded ABS (Schedule 40)XXXASTM F 1488ASTM D 2661
ASTM D 26801
Co-Extruded PVC (Schedule 40)XXXASTM F 1488,
ASTM F 891
ASTM D 2665,
ASTM F 7941,
ASTM F 1866
Copper (Type DWV)XXXASTM B 75
ASTM B 251,
ASTM B 302,
ASTM B 306
ASME B 16.23,
ASME B 16.29
Galvanized Malleable Iron X  ASME B 16.3
Galvanized Steel X ASTM A 53 
PVC (Schedule 40)XXXASTM D 1785,
ASTM D 2665,
ASTM F 7941
ASTM D 2665,
ASTM F 7941,
ASTM F 1866
Stainless Steel 304 X ASME A 112.3.1ASME A 112.3.1
Stainless Steel 316LXXXASME A 112.3.1ASME A 112.3.1
Vitrified Clay (Extra strength)  XASTM C 700ASTM C 700

156

TABLE 7-3
DRAINAGE FIXTURE UNIT VALUES (DFU)
APPLIANCES, APPURTENANCES OR FIXTURES2MINIMUM FIXTURE
BRANCH PIPE SIZE1,4
PRIVATEPUBLICASSEMBLY6
1 Indirect waste receptors shall be sized based on the total drainage capacity of the fixtures that drain therein to, in accordance with Table 7-4.
2 Provide a two (2) inch (51 mm) minimum drain.
3 For refrigerators, coffee urns, water stations, and similar low demands.
4 For commercial sinks, dishwashers, and similar moderate of heavy demands.
5 Buildings having a clothes-washing area with clothes washers in a battery of three (3) or more clothes washers shall be rated at six (6) fixture units each for purposes of sizing common horizontal and vertical drainage piping.
6 Water closets shall be computed as six (6) fixture units when determining septic tank sizes based on Appendix K of this code.
7 Trap sizes shall not be increased to the point where the fixture discharge may be inadequate to maintain their self-scouring properties.
8 Assembly [Public Use (See Table 4-1)].
9 [HCD 2] For drainage fixture unit values related to mobilehome parks in all parts of the State of California, see California Code of Regulations, Title 25, Division 1, Chapter 2, Article 5, Section 1268. For drainage fixture unit values related to special occupancy parks in all parts of the State of California, see California Code of Regulations, Title 25, Division 1, Chapter 2.2, Article 5, Section 2268.
Bathtub or Combination Bath/Shower2.02.0 
Bidet1.0  
Bidet2.0  
Clothes Washer, domestic, standpipe5 3.03.03.0
Dental Unit, cuspidor 1.01.0
Dishwasher, domestic, with independent drain22.02.02.0
Drinking Fountain or Water Cooler0.50.51.0
Food-Waste-Grinder, commercial2 3.03.0
Floor Drain, emergency2 0.00.0
Floor Drain (for additional sizes see Section 702)22.02.02.0
Shower, single-head trap22.02.02.0
Multi-head, each additional21.01.01.0
Lavatory, single1.01.01.0
Lavatory, in sets of two or three2.02.02.0
Washfountain 2.02.0
Washfountain2 3.03.0
Mobile Home, trap9312.0  
Receptor, indirect waste1,3See footnote1,3
Receptor, indirect waste1,42See footnote1,4
Receptor, indirect waste13See footnote1
Sinks    
Bar1.0  
Bar2 2.02.0
Clinical3 6.06.0
Commercial with food waste2 3.03.0
Special Purpose22.03.03.0
Special Purpose23.04.04.0
Special Purpose3 6.06.0
Kitchen, domestic22.02.0 
(With or without food-waste grinder and/or dishwasher)    
Laundry22.02.02.0
(With or without discharge from a clothes washer)    
Service or Mop Basin2 3.03.0
Service or Mop Basin3 3.03.0
Service, flushing rim3 6.06.0
Wash, each set of faucets  2.02.0
Urinal, integral trap 1.0 GPF222.02.05.0
Urinal, integral trap greater than 1.0 GPF222.02.06.0
Urinal, exposed trap22.02.05.0
Water Closet, 1.6 GPF Gravity Tank633.04.06.0
Water Closet, 1.6 GPF Flushometer Tank633.04.06.0
Water Closet, 1.6 GPF Flushometer Valve633.04.06.0
Water Closet, greater than 1.6 GPF Gravity Tank634.06.08.0
Water Closet, greater than 1.6 GPF Flushometer Valve634.06.08.0

157

703.2 Table 7-5 shows the maximum number of fixture units allowed on any vertical or horizontal drainage pipe, building drain, or building sewer of a given size; the maximum number of fixture units allowed on any branch interval of a given size; and the maximum length (in feet and meters) of any vertical drainage pipe of a given size.

703.3 For alternate method of sizing drainage piping, see Appendix L.

704.0 Fixture Connections (Drainage).

704.1 Drainage piping shall be provided with approved inlet fittings for fixture connections, correctly located according to the size and type of fixture proposed to be connected.

704.2 Two (2) fixtures set back-to-back, or side-by-side, within the distance allowed between a trap and its vent shall be permitted to be served by a single vertical drainage pipe provided that each fixture wastes separately into an approved double-fixture fitting having inlet openings at the same level.

704.3 Pot sinks, scullery sinks, dishwashing sinks, silverware sinks, commercial dishwashing machines, silverware-washing machines, and other similar fixtures shall be connected directly to the drainage system. A floor drain shall be provided adjacent to the fixture, and the fixture shall be connected on the sewer side of the floor drain trap, provided that no other drainage line is connected between the floor drain waste connection and the fixture drain. The fixture and floor drain shall be trapped and vented as required by this code.

705.0 Joints and Connections.

705.1 Types of Joints.

705.1.1 Caulked Joints. Caulked joints for cast-iron bell-and-spigot soil pipe and other similar joints shall be firmly packed with oakum or hemp and filled with molten lead to a depth of not less than one (1) inch (25.4 mm). The lead shall be caulked thoroughly at the inside and outside edges of the joint. After caulking, the finished joint shall not exceed one-eighth (1/8) inch (3.2 mm) below the rim of the hub. No paint, varnish, or other coatings shall be permitted on the joining material until after the joint has been tested and approved. Caulked joints in cast-iron bell-and-spigot water piping shall be made with nontoxic materials.

705.1.2 Cement Mortar Joints. Except for repairs and connections to existing lines constructed with such joints, cement mortar joints shall be prohibited on building sewers.

705.1.3 Burned Lead Joints. Burned (welded) lead joints shall be lapped, and the lead shall be fused together to form a uniform weld not less than as thick as the lead being joined.

705.1.4 Asbestos Cement Sewer Pipe Joints. Joints in asbestos cement pipe shall be a sleeve coupling of the same composition as the pipe or of other approved materials, and sealed with rubber rings or joined by an approved-type compression coupling. Joints between asbestos cement pipe and other approved pipe shall be made by means of an approved adapter coupling.

TABLE 7-5
MAXIMUM UNIT LOADING AND MAXIMUM LENGTH OF DRAINAGE AND VENT PIPING
SIZE OF PIPE, inches (mm)
(32)

(40)
2
50

(65)
3
(80)
4
(100)
5
(125)
6
(150)
8
(200)
10
(250)
12
(300)
1 Excluding trap arm.
2 Except sinks, urinals, and dishwashers-exceeding one(1) fixture unit.
3 Except six-unit traps or water closets.
4 Only four(4) water closets or six-unit traps allowed on any vertical pipe or stack and not to exceed three (3) water closets or six-unit traps on any horizontal branch or drain.
5 Based on one-fourth(¼) inch per foot (20.8 mm/m) slope. For one-eighth (1/8) inch per foot (10.4 mm/m) slope, multiply horizontal fixture units by a factor of eight-tenths(0.8).

Note: The diameter of an individual vent shall be not less than one and one-fourth(1¼)inches (32 mm) not less than one-half (½) the diameter of the drain to which it is connected. Fixture unit load values for drainage and vent piping shall be computed from Table 7-3 and 7-4. Not to exceed one-third (1/3) of the total permitted length of any vent may be installed in a horizontal position. When vents are increased one (1) pipe size for their entire length, the maximum length limitations specified in this table do not apply. This table complies with the requirements of Section 901.2.

Maximum Units
Drainage Piping
Vertical1221633234842566001380360056008400
Horizontal1183143354216542857205264054680582005
Maximum Length 
Drainage Piping
Vertical, feet (m)456585148212300390510750
Horizontal (unlimited)(14)(20)(26)(45)(65)(91)(119)(155)(228)
Vent Piping
Horizontal and Vertical18324488425660013803600
Maximum Units4560120180212300390510750
Maximum Lengths, feet (m)(14)(14)(14)(14)(14)(14)(14)(14)(14)

158

705.1.5 Packing Additives Prohibited. The addition of leak-sealing additives to joint packing shall be prohibited.

705.1.6 Molded Rubber Coupling Joints. When pipe is joined by means of molded rubber coupling joints, such joints shall conform to approved standards and shall not be considered as slip joints. When required, appropriate rubber bushings shall be used to allow for any difference in piping material diameters.

705.1.7 Elastomeric Gasketed and Rubber-Ring Joints. Elastomeric gasketed and rubber-ring joints shall comply with the applicable standards referenced in Table 14-1.

Exception: [HCD 1 & HCD 2] Compliance with an approved nationally recognized installation standard complying with Section 310.4 of this code and approved by the Enforcing Agency is acceptable.

705.1.8 Shielded Coupling Joints. When piping systems are joined by means of shielded couplings, such couplings shall conform to approved standards and shall not be considered as slip joints.

705.1.9 Hubless Cast-Iron Pipe Joints. Joints for hubless cast-iron soil pipe and fittings shall conform to applicable standards referenced in Table 14-1 and shall not be considered as slip joints.

Exception: [HCD 1 & HCD 2] Compliance with an approved nationally recognized installation standard complying with Section 310.4 of this code and approved by the Enforcing Agency is acceptable.

705.2 Use of Joints.

705.2.1 Clay and Sewer Pipe. Joints in vitrified clay pipe or between such pipe and metal pipe shall be made as provided in Sections 316.1.5, 705.1.6, 705.1.7, or 705.1.8.

705.2.2 Cast-Iron Pipe. Joints in cast-iron pipe shall be made as provided in Sections 316.1.2, 316.1.5, 705.1.1, 705.1.8, or 705.1.9.

705.2.3 Screw Pipe to Cast-Iron. Joints between wrought iron, steel, brass, or copper pipe and cast-iron pipe shall be either caulked or threaded joints made as provided in Section 316.1.1 or 705.1.1, or shall be made with approved adapter fittings.

705.2.4 Lead to Cast-Iron, Wrought-Iron, or Steel. Joints between lead and cast-iron, wrought-iron, or steel pipe shall be made by means of wiped joints to a caulking ferrule, soldering nipple, or bushing as provided in Section 316.1.2.

705.2.5 ABS and PVC Pipe [HCD 1 & HCD 2] Joints in ABS and PVC pipe shall be made as provided in Section 316.1.6 of this code.

705.3 Special Joints.

705.3.1 Slip Joints. In fixture drains and traps, slip joints of approved materials shall be permitted to be used in accordance with their approvals.

705.3.2 Expansion Joints. Expansion joints shall be accessible, except when in vent piping or drainage stacks, and shall be permitted to be used where necessary to provide for expansion and contraction of the pipes.

705.3.3 Ground Joint, Flared, or Ferrule Connections. Brass or copper ground joint, flared, or ferrule type connections that allow adjustment of tubing, but provide a rigid joint when made up, shall not be considered as slip joints.

706.0 Changes in Direction of Drainage Flow.

706.1 Changes in direction of drainage piping shall be made by the appropriate use of approved fittings and shall be of the angles presented by a one-sixteenth (1/16) bend, one-eighth (1/8) bend, or one-sixth (1/6) bend, or other approved fittings of equivalent sweep.

706.2 Horizontal drainage lines, connecting with a vertical stack, shall enter through 45 degree (0.79 rad) wye branches, 60 degree (1.05 rad) wye branches, combination wye and one-eighth (1/8) bend branches, sanitary tee or sanitary tapped tee branches, or other approved fittings of equivalent sweep. No fitting having more than one (1) inlet at the same level shall be used unless such fitting is constructed so that the discharge from one (1) inlet cannot readily enter any other inlet. Double Sanitary tees shall be permitted to be used when the barrel of the fitting is not less than two (2) pipe sizes larger than the largest inlet, (pipe sizes recognized for this purpose are 2 in., 2½in., 3 in., 3½in, 4 in.,4½ 5 in., 6 in., etc.) (50, 65, 80, 90, 100, 115, 125, 150 mm, etc.).

706.3 Horizontal drainage lines connecting with other horizontal drainage lines shall enter through 45 degree (0.79 rad) wye branches, combination wye and one-eighth (1/8) bend branches, or other approved fittings of equivalent sweep.

706.4 Vertical drainage lines connecting with horizontal drainage lines shall enter through 45 degree (0.79 rad) wye branches, combination wye and one-eighth (1/8) bend branches, or other approved fittings of equivalent sweep. Branches of off-sets of 60 degrees (1.05 rad) shall be permitted to be used only when installed in a true vertical position.

707.0 Cleanouts.

707.1 Each cleanout fitting for cast-iron pipe shall consist of a cast-iron or brass body and an approved plug. Each cleanout for galvanized wrought-iron, of a galvanized steel, copper, or brass pipe shall consist of a brass plug as specified in Table 7-6, or a standard weight brass cap, or an approved ABS or PVC plastic plug, or an approved stainless steel cleanout or plug. Plugs shall have raised square heads or approved counter sunk rectangular slots.

707.2 Each cleanout fitting and each cleanout plug or cap shall be of an approved type.

707.3 Cleanouts shall be designed to be gas and water-right.

707.4 Each horizontal drainage pipe shall be provided with a cleanout at its upper terminal, and each run of piping that is more than one-hundred (100) feet (30,480 mm) in total developed length, shall be provided with a cleanout for each one-hundred (100) feet (30,480 mm), or fraction thereof, in length of such piping. An additional cleanout shall be provided in a drainage line for each aggregate horizontal change of direction exceeding 135 degrees (2.36 rad).

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Exceptions:

  1. Cleanouts shall be permitted to be omitted on a horizontal drain line less than five (5) feet (1.524 mm) in length unless such line is serving sinks or urinals.
  2. Cleanouts shall be permitted to be omitted on any horizontal drainage pipe installed on a slope of 72 degrees (1.26 rad) or less from the vertical angle (one-fifth (1/5) bend.)
  3. Excepting the building drain and its horizontal branches, a cleanout shall not be required on any pipe or piping that is above the floor level of the lowest floor of the building.
  4. An approved type of two-way cleanout fitting, installed inside the building wall near the connection between the building drain and the building sewer or installed outside of a building at the lower end of a shall be permitted to be substituted for an upper terminal cleanout.

707.5 Each cleanout shall be installed so that it opens to allow cleaning in the direction of flow of the soil or waste or at right angles thereto and, except in the case of wye branch and end-of-line cleanouts, shall be installed vertically above the flow line of the pipe.

707.6 Each cleanout extension shall be considered as drainage piping and each 90 degree (1.6 rad) cleanout extension shall be extended from a wye-type fitting or other approved fitting of equivalent sweep.

707.7 Each cleanout for an interceptor shall be outside of such interceptor.

707.8 Each cleanout, unless installed under an approved cover plate, shall be above grade, readily accessible, and so located as to serve the purpose for which it is intended. Cleanouts located under cover plates shall be so installed as to provide the clearances and accessibility required by this section.

707.9 Each cleanout in piping two (2) inches (50 mm) or less in size shall be so installed that there is a clearance of not less than twelve (12) inches (305 mm) in front of the cleanout. Cleanouts in piping exceeding two (2) inches (50 mm) shall have a clearance of not less than eighteen (18) inches (457 mm) in front of the cleanout. Clean outs in under-floor piping shall be extended to or above the finished floor or shall be extended outside the building when there is less than eighteen (18) inches (457 mm) vertical overall, allowing for obstructions such as ducts, beams, and piping, and thirty (30) inches (762 mm) horizontal clearance from the means of access to such cleanout. No under-floor cleanout shall be located exceeding twenty (20) feet (6.096 mm) from an access door, trap door, or crawl hole.

707.10 Cleanout fittings shall be not less in size than those given in Table 7-6.

707.11 Cleanouts shall be provided for pressure drainage systems as classified under Section 710.7.

707.12 Countersunk cleanout plugs shall be installed where raised heads cause a hazard.

707.13 When a hubless blind plug is used for a required cleanout, the complete coupling and plug shall be accessible for removal or replacement.

TABLE 7-6
CLEANOUTS
SIZE OF PIPE (inches)SIZE OF CLEANOUT (inches)THREADS (per inches)
11½
211½
8
38
4 & larger8
TABLE 7-6
CLEANOUTS (Metric)
SIZE OF PIPE (mm)SIZE OF CLEANOUT (mm)THREADS (per 25.4 mm)
404011½
504011½
65658
80658
100 & larger908

707.14 Cleanouts for trap arms shall be installed in accordance with Section 1002.3.

708.0 Grade of Horizontal Drainage Piping.

Horizontal drainage piping shall be run in practical alignment and a uniform slope of not less than one-fourth (¼) inch per foot (20.8 mm/m) or 2 percent toward the point of disposal provided that, where it is impractical due to the depth of the street sewer, to the structural features, or to the arrangement of any building or structure to obtain a slope of one-fourth (¼) of an inch per foot (20.8 mm/m) or 2 percent, any such pipe or piping four (4) inches (100 mm) or larger in diameter may have a slope of not less than one-eighth (1/8) of an inch per foot (10.4 mm/m) or 1 percent, when first approved by the Authority Having Jurisdiction.

709.0 Gravity Drainage Required.

Wherever practicable, plumbing fixtures shall be drained to the public sewer or private sewage disposal system by gravity.

710.0 Drainage of Fixtures Located Below the Next Up-stream Manhole or Below the Main Sewer Level.

710.1 Where a fixture is installed on a floor level that is lower than the next upstream manhole cover of the public or private sewer, serving such drainage piping, shall be protected from backflow of sewage by installing an approved type of backwater valve. Fixtures on floor levels above such elevation shall not discharge through the backwater valve. Cleanouts for drains that pass through a backwater valve shall be clearly identified with a permanent label stating “backwater valve downstream”.

710.2 Drainage piping serving fixtures that are located below the crown level of the main sewer shall discharge into an approved water-tight sump or receiving tank, so located as to receives the sewage or wastes by gravity. From such sump or

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receiving tank, the sewage or other liquid wastes shall be lifted and discharged into the building drain or building sewer by approved ejectors, pumps, or other equally efficient approved mechanical devices.

710.3 A sewage ejector or sewage pump receiving the discharge of water closets or urinals:

710.3.1 Shall have a discharge capacity of not less than 20 gallons per minute (75.7 L/m).

710.3.2 In single dwelling units, the ejector or pump shall be capable of passing a one and one-half (1½) inch (38 mm) diameter solid ball, and the discharge piping of each ejector or pump shall have a backwater valve and gate valve, and be not less than of two (2) inches (50 mm) in diameter.

710.3.3 In other than single-dwelling, units, the ejector or pump shall be capable of passing a two (2) inch (51 mm) diameter solid ball, and the discharge piping of each ejector or pump shall have a backwater valve and gate valve, and be not less than three (3) inches (80 mm) in diameter.

710.3.3.1 [HCD 1 & HCD 2] The minimum size of any pump or any discharge pipe from a sump having a water closed connected thereto shall be not less than (2) inches (51 mm).

710.4 The discharge line from such ejector, pump, or other mechanical device shall be provided with an accessible backwater or swing check valve and gate or ball valve. If the gravity drainage line to which such discharge line connects is horizontal, the method of connection shall be from the top through a wye branch fitting. The gate or ball valve shall be located on the discharge side of the back water or check valve.

Gate or ball valves, when installed in drainage piping, shall be fullway type with working parts of corrosion-resistant metal. Sizes four (4) inches (100 mm) or more in diameter shall have cast-iron bodies, and sizes less than four (4) inches. (100 mm). cast-iron or brass bodies.

710.5 Building drains or building sewers receiving discharge from any pump or ejector shall be adequately sized to prevent overloading. Two (2) fixture units shall be allowed for each gallon per minute (3.78 L/m) of flow.

710.6 Backwater valves, gate valves, fullway ball valves, unions, motors, compressors, air tanks, and other mechanical devices required by this section shall be located where they will be accessible for inspection and repair at all times and, unless continuously exposed, shall be enclosed in a masonry pit fitted with an adequately sized removable cover.

Backwater vales shall have bodies of cast-iron, plastic, brass, or other approved materials; shall have noncorrosive bearings, seats, and self-aligning doses; and shall be constructed so as to ensure a positive mechanical seal. Such backwater valves shall remain sufficiently open during periods of low flows to avoid screening of solids and shall not restrict capacities or cause excessive turbulence during peak loads. Unless otherwise listed, valve access covers shall be bolted type with gasket, and each valve shall bear the manufacturer's name cast into the body and the cover.

710.7 The drainage and venting systems, in connection with fixtures, sumps, receiving tanks, and mechanical waste-lifting devices, shall be installed under the same requirements as provided for in this code for gravity systems.

710.8 Sumps and receiving tanks shall be water-tight and shall be constructed of concrete, metal, or other approved materials. If constructed of poured concrete, the walls and bottom shall be adequately reinforced and designed to recognized acceptable standards. Metal sumps or tanks shall be of such thickness as to serve their intended purpose and shall be treated internally and externally to resist corrosion.

710.9 Such sumps and receiving tanks shall be automatically discharged and, when in any “public use” occupancy, shall be provided with dual pumps or ejectors arranged to function alternately in normal use and independently in case of overload or mechanical failure. The pumps shall have an audio and visual alarm, readily accessible, that signals pump failure or an overload condition. The lowest inlet shall have a clearance of not less than two (2) inches (51 mm) from the high-water or “starting” level of the sump.

710.10 Sumps and receiving tanks shall be provided with substantial covers having a bolt-and-gasket- type manhole or equivalent opening to permit access for inspection, repairs, and cleaning. The top shall be provided with a vent pipe that shall extend separately through the roof or, where permitted, be combined with other vent pipes. Such vent shall be large enough to maintain atmospheric pressure within the sump under normal operating conditions and, in no case, shall be less in size than that required by Table 7-5 for the number and type of fixtures discharging into the sump, nor less than one and one-half (1½) inches (40 mm) in diameter. When the foregoing requirements are met and the vent, after leaving the sump, is combined with vents from fixtures discharging into the sump, the size of the combined vent need not exceed that required for the total number of fixtures discharging into the sump. No vent from an air operating sewage ejector shall combine with other vents.

710.11 Air tanks shall be so proportioned as to be of equal cubical capacity to the ejectors connected therewith in which there shall be maintained an air pressure of not less than two (2) pounds for each foot (3 kg for each m) of height the sewage is to be raised. No water-operated ejectors shall be permitted.

710.12 Grinder Pump Ejector. Grinder pumps shall be permitted to be used.

710.12.1 Discharge Piping. The discharge piping shall be sized per the manufacturer's instructions and shall be not less than one and one-fourth (1¼) inches (32 mm) in diameter. A check valve and fullways-type shutoff valve shall be located within the discharge line.

710.13 Macerating Toilet Systems. Listed macerating toilet systems shall be permitted as an alternate to a sewage pump system when approved by the Authority Having Jurisdiction.

710.13.1 Sumps. The sump shall be water-and gas-tight.

710.13.2 Discharge Piping. The discharge piping shall be sized per manufacturer's instructions and shall be not less than three-quarter (¾) inches (20 mm) in diameter. The developed length of the discharge piping shall not exceed

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the manufacturer's recommendations. A check valve and fullway-type shutoff valve shall be located within the discharge line or internally within the device.

710.13.3 Venting. The plumbing fixtures that discharge into the macerating device shall be vented per this code. The sump shall be vented per manufacturer's instructions and such vent shall be permitted to connect to the fixture venting.

711.0 Suds Relief.

Drainage connections shall not be made into a drainage piping systems within eight (8) feet (2,438 mm) of any vertical to horizontal change of direction of a stack containing suds-producing fixtures. Bathtubs, laundries, washing machine standpipes, kitchen sinks, and dishwashers shall be considered suds-producing fixtures. Where parallel vent stacks are required, they shall connect to the drainage stack at a point eight (8) feet (2,438 mm) above the lowest point of the drainage stack.

Exceptions:

  1. Single-family residences.
  2. Stacks receiving the discharge from less than three (3) stories of plumbing fixtures.

712.0 Testing.

712.1 Media. The piping of the plumbing, drainage, and venting systems shall be tested with water or air except that plastic pipe shall not be tested with air. The Authority Having Jurisdiction shall be permitted to require the removal of any cleanouts. etc., to ascertain whether the pressure has reached all parts of the system. After the plumbing fixtures have been set and their traps filled with water, they shall be submitted to a final test.

712.2 Water Test. The water test shall be applied to the drainage and vent systems either in its entirety or in sections. If the test is applied to the entire system, openings in the piping shall be tightly closed, except the highest opening, and the system filled with water to point of overflow. If the system is tested in sections, each opening shall be tightly plugged, except the highest opening of the section under test, and each section shall be filled with water, but no section shall be tested with less than a ten (10) foot (3,048 mm) head of water. In testing successive sections, not less than the upper ten (10) feet (3,048 mm) of the next preceding section shall be tested, so that no joint or pipe in the building (except the uppermost ten (10) feet (3,048 mm) of the system) shall have been submitted to a test of less than a ten (10) foot (3,048 mm) head of water. The water shall be kept in the system, or in the portion under test, for not less than fifteen (15) minutes before inspection starts. The systems shall then be tight at points.

712.3 Air Test. The air test shall be made by attaching an air compressor testing apparatus to any suitable opening and, after closing all other inlets and outlets to the system, forcing air into the system until there is a uniform gauge pressure of five (5) pounds per square inch (34.5 kpa) or sufficient to balance a column of mercury ten (10) inches (254 mm) in height. The pressure shall be held without introduction of additional air for a period of not less than fifteen (15) minutes.

Part II–Building Sewers.

713.0 Sewer Required.

713.1 Every building in which plumbing fixtures are installed and every premises having drainage piping thereon shall have a connection to a public or private sewer, except as provided in Sections 101.4.1.3, 713.2, and 713.4.

713.2 When no public sewer intended to serve any lot or premises is available in any thoroughfare or right of way abutting such lot or premises, drainage piping from any building or works shall be connected to an approved private sewage disposal system.

713.3 Within the limits prescribed by Section 713.4 hereof, the rearrangement or subdivision into smaller parcels of a lot that abuts and is served by a public sewer shall not be deemed cause to permit the construction of a private sewage disposal system, and plumbing or drainage systems on any such smaller parcel or parcels shall connect to the public sewer.

713.4 The public sewer shall be permitted to be considered as not being available when such public sewer or any building or any exterior drainage facility connected thereto is located more than two-hundred (200) feet (61 m) from any proposed building or exterior drainage facility on any lot or premises that abuts and is served by such public sewer.

[HCD 1 & HCD 2] For residential occupancies, the public sewer may be considered as not being available by the Authority Having Jurisdiction.

713.5 No permit shall be issued for the installation, alteration, or repair of any private sewage disposal system, or part thereof, on any lot for which a connection with a public sewer is available.

713.6 On every lot or premises hereafter connected to a public sewer, all plumbing and drainage systems or parts thereof on such lot or premises shall be connected with such public sewer.

Exception: Single-family dwellings and buildings or structures accessory thereto, existing and connected to an approved private sewage disposal system prior to the time of connecting the premises to the public sewer shall be permitted, when no hazard, nuisance, or insanitary condition is evidenced and written permission has been obtained from the Authority Having Jurisdiction, remain connected to such properly maintained private sewage disposal system when there is insufficient grade or fall to permit drainage to the sewer by gravity.

714.0 Damage to Public Sewer or Private Sewage Disposal System.

714.1 It Shall be unlawful for any person to deposit, by any means whatsoever, into any plumbing fixture, floor drain, interceptor, sump, receptor, or device which is connected to any

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drainage system, public sewer, private sewer, septic tank, or cesspool, any ashes; cinders; solids; rags; flammable, poisonous, or explosive liquids or gases; oils; grease; and any other thing whatsoever that would or could cause damage to the public sewer, private sewer, or private sewage disposal system.

714.2 No rain, surface, or subsurface water shall be connected to or discharged into any drainage system, unless first approved by the Authority Having Jurisdiction.

714.3 No cesspool, septic tank, seepage pit, or drain field shall be connected to any public sewer or to any building sewer leading to such public sewer.

714.4 The Authority Having Jurisdiction shall review before approval, the installation of a commercial food waste grinder connecting to a private sewage disposal system.

714.5 An approved-type water-light sewage or wastewater holding tank, the contents of which, due to their character, must be periodically removed and disposed of at some approved off-site location, shall be installed only when required by the Authority Having Jurisdiction or the Health Officer to prevent anticipated surface or subsurface contamination or pollution, damage to the public sewer, or other hazardous or nuisance conditions.

715.0 Building Sewer Materials.

715.1 The building sewer, beginning two (2) feet (610 mm) from any building or structure, shall be of such materials as prescribed in this code.

715.2 Joining methods and materials shall be as prescribed in this code.

715.3 Replacement of existing building sewer and building storm sewers using trenchless methodology and materials shall be installed in accordance with IAPMO IS-26.

716.0 Markings.

Pipe, brick, block, prefabricated septic tanks, prefabricated septic tank or seepage pit covers, or other parts or appurtenances incidental to the installation of building sewers or private sewage disposal systems shall conform to the approval requirements of Chapter 3 of this code.

717.0 Size of Building Sewers.

The minimum size of any building sewer shall be determined on the basis of the total number of fixture units drained by such sewer, in accordance with Table 7-8. No building sewer shall be smaller than the building drain.

For alternate methods of sizing building sewers, see Appendix L.

717.1 [AGR] Meat and Poultry Processing Plants. The sewer system shall have the capacity to remove all waste from the various processing and cleaning operations and to minimize or prevent stoppage and surcharging at the system.

718.0 Grade, Support, and Protection of Building Sewers.

718.1 Building sewers shall be run in practical alignment and at a uniform slope of not less than one-fourth (¼) of an inch per foot (20.8 mm/m) toward the point of disposal.

Exception: When approved by the Authority Having Jurisdiction and where it is impractical, due to the depth of the street sewer or to the structural features or to the arrangement of any building or structure, to obtain a slope of one-fourth (¼) of an inches per foot (20.8 mm/m), any such pipe or piping four (4) inches (100 mm) through six (6) inches (150 mm) shall be permitted to have a slope of not less than one-eighth (1/8) inch per foot (10.4 mm m) and any such piping eight (8) inches (200 mm) and larger shall be permitted to have a slope of not less than one-sixteenth (1/16) of an inch per foot (5.2 mm/m).

718.2 Building sewer piping shall be laid on a firm bed throughout its entire length, and any such piping laid in a made of filled-in ground shall be laid on a bed of approved materials and shall be properly supported as required by the Authority Having Jurisdiction.

718.3 No building sewer or other drainage piping or part thereof, which is constructed of materials other than those approved for use under or within a building, shall be installed under or within two (2) feet (610 mm) of any building or structure, or part thereof, nor less than one (1) foot (305 mm) below the surface of the ground. The provisions of this subsection include structures such as porches and steps, whether covered or uncovered; breezeways; roofed porte cocheres; roofed patios; carports; covered walks; covered driveways; and similar structures or appurtenances.

719.0 Cleanouts.

719.1 Cleanouts shall be placed inside the building near the connection between the building drain and the building sewer or installed outside the building at the lower end of the building drain and extended to grade.

Additional building sewer cleanouts shall be installed at intervals not to exceed one-hundred (100) feet (30.480 mm) in straight runs and for each aggregate horizontal change in direction exceeding one-hundred and thirty-five (135) degrees (2.36 rad).

719.2 When a building sewer or a branch thereof does not exceed ten (10) feet (3,048 mm) in length and is a straight-line projection from a building drain that is provided with a cleanout, no cleanout will be required at its point of connection to the building drain.

719.3 Required building sewer cleanouts shall be extended to grade and shall comply with the appropriate sections of Cleanouts, Section 707.0, for sizing, construction, and materials. When building sewers are located under buildings, the cleanout requirements of Section 707.0 shall apply.

719.4 Each cleanout shall be installed so that it opens to allow cleaning in the direction of flow of the soil or waste or at right

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angles thereto and, except in the case of wye branch and end-of-line cleanouts, shall be installed vertically above the flow line of the pipe.

719.5 Cleanouts installed under concrete or asphalt paving shall be made accessible by yard boxes or by extending flush with paving with approved materials and shall be adequately protected.

719.6 Approved manholes shall be permitted to be installed in lieu of cleanout, when first approved by the Authority Having Jurisdiction. The maximum distance between manholes shall not exceed three-hundred (300) feet (91.4 m).

The inlet and outlet connections shall be made by the use of a flexible compression joint not less than twelve (12) inches (305 mm) and not exceeding three (3) feet (914 mm) from the manhole. No flexible compression joints shall be embedded in the manhole base.

720.0 Sewer and Water Pipes.

Building sewers or drainage piping of clay or materials that are not approved for use within a building shall not be run or laid in the same trench as the water pipes unless both of the following requirements are met:

  1. The bottom of the water pipe, at points, shall be not less than twelve (12) inches (305 mm) above the top of the sewer or drain line.
  2. The water pipe shall be placed on a solid shelf excavated at one (1) side of the common trench with a clear horizontal distance of not less than twelve (12) inches (305 mm) from the sewer or drain line.

Water pipes crossing sewer or drainage piping constructed of clay or materials that are not approved for use within a building shall be laid not less than twelve (12) inches (305 mm) above the sewer or drain pipe.

Note: For the purpose of this section, “within the building” shall mean within the fixed limits of the building foundation.

721.0 Location.

721.1 Except as provided in Section 721.2, no building sewer shall be located in any lot other than the lot that is the site of the building or structure served by such sewer not shall any building sewer be located at any point having less than the minimum distances indicated in Table 7-7.

721.2 Nothing contained in this code shall be construed to prohibit the use of all or part of an abutting lot to:

  1. Provide access to connect a building sewer to an available public sewer when proper cause and legal easement, not in violation of other requirements, has been first established to the satisfaction of the Authority Having Jurisdiction.
  2. Provide additional space for a building sewer when proper cause, transfer of ownership, or change of boundary, not in violation of other requirements, has been first established to the satisfaction of the Authority Having Jurisdiction. The instrument recording such action shall constitute an agreement with the Authority Having Jurisdiction and shall clearly state and show that the areas so joined or used shall be maintained as a unit during the time they are so used. Such an agreement shall be recorded in the office of the County Recorder as part of the conditions of ownership of said properties, and shall be binding on heirs, successors and assigns to such properties. A copy of the instrument recording such proceedings shall be filed with the Authority Having Jurisdiction.
TABLE 7-7
MINIMUM HORIZONTAL DISTANCE REQUIRED FROM BUILDING SEWER

Note:

1 Including porches and steps, whether covered or uncovered; breeze-ways; roofed portecocheres; roofed patios; carports; covered walks; covered driveways; and similar structures or appurtenances.
2 See also Section 313.3
3 Drainage piping shall clear domestic water supply wells by not less than fifty (50) feet (15,240 mm). This distance shall be permitted to be reduced to not less than twenty-five (25) feet (7,620 mm) when the drainage piping is constructed of materials approved for use within a building.
4 See Section 720.0.
5 For parallel construction.
6 For crossings, approval by the Health Department or Authority Having Jurisdiction shall be required.
Buildings or structures12 feet(610 mm)
Property line adjoining private propertyClear2 
Water supply wells50 feet3(15,240 mm)
Streams50 feet(15,240 mm)
On-site domestic water service line1 foot4(305 mm)
Public water main10 feet5.6(3,048 mm)
TABLE 7-8
MAXIMUM/MINIMUM FIXTURE UNIT LOADING ON BUILDING SEWER PIPING
SIZE OF PIPE,SLOPE, INCHES PER FOOT (mm/m)
Inches(mm)1/16; (5.2)1/8; (10.4)¼ (20.8)
See also Appendix K, Private Sewage Disposal Systems. For alternate methods of sizing drainage piping. see Appendix L.
6 and
smaller
(150)(As specified in Table 7-5/
No minimum loading)
8(200)1,950/1,5002,800/6253,900/275
10(250)3,400/1,6004,900/6756,800/300
12(300)5,600/1,7008,000/72511,200/325

722.0 Abandoned Sewers and Sewage Disposal Facilities.

722.1 Every abandoned building (house) sewer, or part thereof, shall be plugged or capped in an approved manner within five (5) feet (1,524 mm) of the property line.

722.2 Every cesspool, septic tank, and seepage pit that has been abandoned or has been discontinued otherwise from further use, or to which no waste or soil pipe from a plumbing fixture use, or to which no waste or soil pipe from a plumbing fixture is connected, shall have the sewage removed therefrom and be completely filled with earth, sand, gravel, concrete, or other approved material.

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722.3 The top cover or arch over the cesspool, septic tank, or seepage pit shall be removed before filling, and the filling shall not extend above the top of the vertical portions of the sidewalls or above the level of any outlet pipe until inspection has been called and the cesspool, septic tank, or seepage pit has been inspected, After such inspection, the cesspool, septic tank, or seepage pit shall be filled to the level of the top of the ground.

722.4 No person owning or controlling any cesspool, septic tank, or seepage pit on the premises of such person or in that portion of any public street, alley, or other public property abutting such premises, shall fail, refuse, or neglect to comply with the provisions of this section or upon receipt of notice so to comply from the Authority Having Jurisdiction.

722.5 Where disposal facilities are abandoned consequent to connecting any premises with the public sewer, the permittee making the connection shall fill abandoned facilities as required by the Authority Having Jurisdiction within thirty (30) days from the time of connecting to the public sewer.

723.0 Building Sewer Test.

Building sewers shall be tested by plugging the end of the building sewer at its points of connection with the public sewer or private sewage disposal system and completely filling the building sewer with water from the lowest to the highest point thereof, or by approved equivalent low-pressure air test. Plastic DWV piping systems shall not be tested by the air test method. The building sewer shall be water-tight at all points.

724.0 [AGR] Meat and Poultry Processing Plant Drainage.

724.1 The drainage and plumbing systems must permit the quick runoff of all water from plant buildings, and of surface water around the plant buildings, and of surface water around the plant and on the premises; and all such water shall be disposed of in such a manner as to prevent a nuisance or health hazard.

724.2 Toilet soil lines shall be separated from house drainage line to a point outside the building unless an automatic back-water check valve is installed to prevent backflow. Drainage from toilet bowls and urinals shall not be discharged into a grease catch basin, nor shall such drainage be permitted to enter the sewer lines at a point where there might be a possibility of such drainage backing up and flooding the floor of the building.

725.0 [AGR] Collection Center and Facilities Drainage.

Drainage and plumbing systems shall meet the requirements of Section 724.1.

726.0 [AGR] Drainage and Plumbing, General.

726.1 The outer premises of every official establishment, including docks, areas where cars and other vehicles are loaded, driveways, approaches, yards, pens, and alleys, shall be drained.

726.2 Toilet soil lines shall be separated from house drainage lines to a point outside the building, and drainage from toilet bowls and urinals shall not be discharged into a grease catch basin.

727.0 [OSHPD 1] Emergency Sanitary Drainage.

727.1 For acute care hospital facilities required to meet NPC-5, an on-site emergency holding tank(s) sufficient to store 150 gallons (567.9L) (based on 50 gallons/day/bed for 72 hours) of waste water per licensed bed shall be provided. The emergency holding tanks shall have fittings to allow for transfer of the waste to other disposable sources, such as tank trucks.

Exceptions:

  1. With the licensing agency approval of a water rationing plan, the emergency wasted water holding capacity may be computed based on the approved water rationing plan to provide for 72 hours of operation.
  2. With the approval of the Office of the licensing agency, hook-ups that allow for the use of transportable means of waste water disposal may be provided in lieu of on-site storage.

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166

CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 8 - INDIRECT WASTES
Adopting Agency BSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX  XX   XXXXXX      
Adopt Entire Chapter as
amended (amended sections
listed below)
                 
Adopt only those sections
that are listed below
                 
Chapter/Section

167

168

CHAPTER 8
INDIRECT WASTES

801.0 Indirect Wastes.

801.1 Airgap or Airbreak Required. Indirect waste piping shall discharge into the building drainage system through an airgap or airbreak as set forth in this code. Where a drainage airgap is required by this code, the minimum vertical distance as measured from the lowest point of the indirect waste pipe or the fixture outlet to the flood-level rim of the receptor shall be not less than one (1) inch (25.4 mm).

801.2 Food and Beverage Handling Establishments. Establishments engaged in the storage, preparation, selling, serving, processing, or other handling of food and beverage involving the following equipment that requires drainage shall provide indirect waste piping for refrigerators, refrigeration coils, freezers, walk-in coolers, iceboxes, ice-making machines, steam tables, egg boilers, coffee urns and brewers, hot-and-cold drink dispensers, and similar equipment.

801.2.1 Except for refrigeration coils and ice-making machines, the size of the indirect waste pipe shall not be smaller than the drain on the unit, but shall not be smaller than one (1) inch (25 mm), and the maximum developed length shall not exceed fifteen (15) feet (4,572 mm). Indirect waste pipe for ice-making machines shall be not less than the drain on the unit, and in no case less than three-quarters (¾ of an inch (20 mm).

801.2.2 For walk-in coolers, floor drains shall be permitted to be connected to a separate drainage line discharging into an outside receptor. The flood-level rim of the receptor shall be not less than six (6) inches (152 mm) lower than the lowest floor drain. Such floor drains shall be trapped and individually vented. Cleanouts shall be provided at every 90 degree (1.6 rad) turn and shall be accessibly located. Such waste shall discharge through an airgap or airbreak into a trapped and vented receptor, except that a full-size airgap is required where the indirect waste pipe is under vacuum.

801.2.3 Food-preparation sinks, steam kettles, potato peelers, ice cream dipper wells, and similar equipment shall be indirectly connected to the drainage system by means of an airgap. Bins, sinks, and other equipment having drainage connections and used for the storage of unpackaged ice used for human ingestion, or used in direct contact with ready-to-eat food, shall be indirectly connected to the drainage system by means of an airgap. Each indirect waste pipe from food-handling fixtures or equipment shall be separately piped to the indirect waste receptor and shall not combine with other indirect waste pipes. The piping from the equipment to the receptor shall be not less than the drain on the unit, and in no case less than one-half (½) of an inch (15 mm).

801.3 Bar and Fountain Sink Traps. Where the sink in a bar, soda fountain, or counter is so located that the trap serving the sink cannot be vented, the sink drain shall discharge through an airgap or airbreak (See Section 801.2.3) into an approved receptor that is vented. The developed length from the fixture outlet to the receptor shall not exceed five (5) feet (1,524 mm).

801.4 Connections from Water Distribution System. Indirect waste connections shall be provided for drains, overflows, or relief pipes from potable water pressure tanks, water heaters, boilers, and similar equipment that is connected to the potable water distribution system. Such indirect waste connections shall be made by means of a water-distribution airgap constructed in accordance with Table 6-3.

801.5 Sterilizers. Lines, devices, or apparatus such as stills, sterilizers, and similar equipment requiring waste connections and used for sterile materials shall be indirectly connected by means of an airgap. Each such indirect waste pipe shall be separately piped to the receptor and shall not exceed fifteen (15) feet (4,572 mm). Such receptors shall be located in the same room.

801.6 Drip or Drainage Outlets. Appliances, devices, or apparatus not regularly classified as plumbing fixtures, but which have drip or drainage outlets, shall be permitted to be drained by indirect waste pipes discharging into an open receptor through either an airgap or airbreak (See Section 801.2.1).

802.0 Approvals.

No plumbing fixtures served by indirect waste pipes or receiving discharge therefrom shall be installed until first approved by the Authority Having Jurisdiction.

803.0 Indirect Waste Piping.

Except as hereinafter provided, the size and construction of indirect waste piping shall be in accordance with other sections of this code applicable to drainage and vent piping. No vent from indirect waste piping shall combine with any sewer-connected vent, but shall extend separately to the outside air. Indirect waste pipes exceeding five (5) feet (1,524 mm), but less than fifteen (15) feet (4,572 mm) in length shall be directly trapped, but such traps need not be vented.

Indirect waste pipes less than fifteen (15) feet (4,572 mm) in length shall be not less than the diameter of the drain outlet or tailpiece of the fixture, appliance, or equipment served, and in no case less than one-half (½) of an inch (15 mm). Angles and changes of direction in such indirect waste pipes shall be provided with cleanouts so as to permit flushing and cleaning.

804.0 Indirect Waste Receptors.

804.1 Plumbing fixtures or other receptors receiving the discharge of indirect waste pipes shall be approved for the used proposed and shall be approved for the use proposed and shall be of such shape and capacity as to prevent

169

splashing or flooding and shall be located where they are readily accessible for inspection and cleaning. No standpipe receptor for any clothes washer shall extend more than thirty (30) inches (762 mm), or not less than eighteen (18) inches (457 mm) above its trap. No trap for any clothes washer standpipe receptor shall be installed below the floor, but shall be roughed in not less than six (6) inches (152 mm) and not more than eighteen (18) inches (457 mm) above the floor. No indirect waste receptor shall be installed in any toilet room, closet, cupboard, or storeroom, nor in any other portion of a building not in general use by the occupants thereof; except standpipes for clothes washers shall be permitted to be installed in toilet and bathroom areas when the clothes washer is installed in the same room.

804.2 Where water service connections are installed for a clothes washer, an approved method of waste disposal shall be provided.

805.0 Pressure Drainage Connections.

Indirect waste connections shall be provided for drains, overflows, or relief vents from the water supply system, and no piping or equipment carrying wastes or producing wastes or other discharges under pressure shall be directly connected to any part of the drainage system.

The foregoing shall not apply to any approved sump pump or to any approved pressure-wasting plumbing fixture or device when the Authority Having Jurisdiction has been satisfied that the drainage system is adequately sized to accommodate the anticipated discharge thereof.

806.0 Sterile Equipment.

Appliances, devices, or apparatus such as stills, sterilizers, and similar equipment requiring water and waste and used for sterile materials shall be drained through an airgap.

807.0 Appliances.

807.1 Appliances, devices, equipment, or other apparatus not regularly classed as plumbing fixtures, which are equipped with pumps, drips, or drainage outlets, shall be permitted to be drained by indirect waste pipes discharging into an approved type of open receptor.

807.2 When the condensate waste from air-conditioning coils discharges by direct connection to a lavatory tailpiece or to an approved accessible inlet on a bathtub overflow, the connection shall be located in the area controlled by the same person controlling the air-conditioned space.

807.3 When undiluted condensate waste from a fuel-burning condensing appliance is discharged into the drainage system, the material in the drainage system shall be cast-iron, galvanized iron, plastic, or other materials approved for this use.

Exceptions:

  1. When the above condensate is discharged to an exposed fixture tailpiece and trap, such tail-piece and trap shall be permitted to be brass.
  2. Any materials approved in Section 701.0 shall be permitted to be used when data is provided that the condensate waste is adequately diluted.

807.4 No domestic dishwashing machine shall be directly connected to a drainage system or food waste disposer without the use of an approved dishwasher airgap fitting on the discharge side of the dishwashing machine. Listed airgaps shall be installed with the flood-level (FL) marking at or above the flood level of the sink or drainboard, whichever is higher.

808.0 Cooling Water.

When permitted by the Authority Having Jurisdiction, clean running water used exclusively as a cooling medium in an appliance, device, or apparatus shall be permitted to discharge into the drainage system through the inlet side of a fixture trap in the event that a suitable fixture is not available to receive such discharge. Such trap connection shall be by means of a pipe connected to the inlet side of an approved fixture trap, the upper end terminating in a funnel-shaped receptacle set adjacent, and not less than six (6) inches (152 mm) above the overflow rim of the fixture.

809.0 Drinking Fountains.

Drinking fountains shall be permitted to be installed with indirect wastes.

810.0 Steam and Hot Water Drainage Condensers and Sumps.

810.1 No steam pipe shall be directly connected to any part of a plumbing or drainage system, nor shall any water having a temperature above 140°F (60°C) be discharged under pressure directly into any part of a drainage system. Pipes from boilers shall discharge by means of indirect waste piping, as determined by the Authority Having Jurisdiction or the boiler manufacturer's recommendations. Such pipes shall be permitted to be indirectly connected by discharging into an open or closed condenser or an intercepting sump of approved type that will prevent the entrance of steam or such water under pressure into the drainage system. Closed condensers or sumps shall be provided with a vent that shall be taken off the top and extended separately, full size above the roof. Condensers and sumps shall be properly trapped at the outlet with a deep seal trap extending to within six (6) inches (152 mm) of the bottom of the tank. The top of the deep seal trap shall have a three-fourths (¾) inch (19.1 mm) opening located at the highest point of the trap to serve as a siphon breaker. Outlets shall be taken off from the side in such a manner as to allow a waterline to be maintained that will permanently occupy not less than one-half (½) the capacity of the condenser or sump. Inlets shall enter above the waterline. Wearing plates or baffles shall be installed in the tank to protect the shell. The sizes of the blowoff line inlet, the water outlets, and the vent shall be as shown in Table 8-1. The contents of condensers receiving steam or hot water under pressure must pass through an open sump before entering the drainage system.

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TABLE 8-1
PIPE CONNECTIONS IN BLOWOFFCONDENSERS AND SUMPS
BOILER BLOWOFFWATER OUTLETVENT
*To be used only with boilers of one-hundred (100) square feet (9.29 m2) of heating surface or less.
¾in.*(20 mm)¾in.*(20 mm)2 in.(50 mm)
1 in.(25 mm)1 in.(25 mm)2½ in.(65 mm)
1¼ in.(32 mm)1¼ in.(32 mm)3 in.(80 mm)
1½ in.(40 mm)1½ in.(40 mm)4 in.(100 mm)
2 in.(50 mm)2 in.(50 mm)5 in.(125 mm)
2½ in.(65 mm)2½ in.(65 mm)6 in.(150 mm)

810.2 Sumps, condensers, or intercepting tanks that are constructed of concrete shall have walls and bottom not less than four (4) inches (102 mm) in thickness, and the inside shall be cement plastered not less than one-half (½)inch (12.7 mm) in thickness. Condensers constructed of metal shall be not less than No. 12 U.S. standard gauge (0.109 inch) (2.77 mm), and such metal condensers shall be protected from external corrosion by an approved bituminous coating.

810.3 Sumps and condensers shall be provided with suitable means of access for cleaning and shall contain a volume of not less than twice the volume of water removed from the boiler or boilers connected thereto when the normal water level of such boiler or boilers is reduced not less than four (4) inches (102 mm).

810.4 Strainers. Every indirect waste interceptor receiving discharge-containing particles that would clog the receptor drain shall have a readily removable beehive strainer.

811.0 Chemical Wastes.

811.1 Chemical or industrial liquid wastes that are likely to damage or increase maintenance costs on the sanitary sewer system, detrimentally affect sewage treatment, or contaminate surface or subsurface waters shall be pretreated to render them innocuous prior to discharge into a drainage system. Detailed plans and specifications of the pretreatment facilities shall be required by the Authority Having Jurisdiction.

Piping conveying industrial, chemical, or process wastes from their point of origin to sewer-connected pretreatment facilities shall be of such material and design as to adequately perform its intended function to the satisfaction of the Authority Having Jurisdiction. Drainage discharge piping from pretreatment facilities or interceptors shall conform to standard drainage installation procedures.

Copper tube shall not be used for chemical or industrial wastes as defined in this section.

811.2 Each waste pipe receiving or intended to receive the discharge of any fixture into which acid or corrosive chemical is placed, and each vent pipe connected thereto, shall be constructed of Chlorinated Poly (viny1-chloride) (CPVC), Polypropylene (PP), Polyvinylidene Fluoride (PVDF), chemical-resistant glass, high-silicon iron pipe, or lead pipe with a wall thickness of not less than one-eighth (1/8)inch (3.2 mm); an approved type of ceramic glazed or unglazed vitrified clay; or other approved corrosion-resistant materials.

811.3 Joining materials shall be of approved type and quality.

811.4 Wherever practicable, piping shall be readily accessible and installed with the maximum of clearance from other services.

811.5 The owner shall make and keep a permanent record of the location of piping and venting carrying chemical waste.

811.6 No chemical vent shall intersect vents for other services.

811.7 Chemical wastes shall be discharged in a manner approved by the Authority Having Jurisdiction.

811.8 The provisions in this section relative to materials and methods of construction shall not apply to installations such as photographic or X-ray dark rooms or research or control laboratories where minor amounts of adequately diluted chemicals are discharged.

812.0 Clear Water Wastes.

Water lifts, expansion tanks, cooling jackets, sprinkler systems, drip or overflow pans, or similar devices that discharge clear wastewater into the building drainage system shall discharge through an indirect waste.

813.0 Swimming Pools.

Pipes carrying wastewater from swimming or wading pools, including pool drainage and backwash from filters, shall be installed as an indirect waste. Where a pump is used to discharge waste pool water to the drainage system, the pump discharge shall be installed as and indirect waste.

814.0 Condensate Wastes and Control.

814.1 Condensate Disposal. Condensate from air washers, air-cooling coils, fuel-burning condensing appliances, the overflow from evaporative coolers, and similar water-supplied equipment or similar air-conditioning equipment shall be collected and discharged to an approved plumbing fixture or disposal area. If discharged into the drainage system, equipment shall drain by means of an indirect waste pipe. The waste pipe shall have a slope of not less than one-eighth (1/8) inch per foot (10.4 mm/m) or 1 percent slope and shall be of approved corrosion-resistant material not smaller than the outlet size as required in Table 8-2 for air-cooling coils or condensing fuel-burning appliances, respectively. Condensate or wastewater shall not drain over a public way.

TABLE 8-2
MINIMUM CONDENSATE PIPE SIZE
EQUIPMENT CAPACITY IN TONS OF REFRIGERATION (kw)MINIMUM CONDENSATE PIPE DIAMETER IN INCHES (mm)
Up to 20(Up to 70.34)¾(20)
21-40(73.85-140.67)1(25)
41-90(144.19-316.5)(32)
91-125(320.03-439.6)(40)
126-250(443.12-879.2)2(50)

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814.2. Size. Air-conditioning condensate waste pipes shall be independent of any drainage and waste system and shall be not less than the minimum size shown in Table 8-2.

The size of condensate waste pipes is for one (1) unit or a combination of units, or as recommended by the manufacturer. The capacity of waste pipes assumes a one-eighth (1/8) inch per foot (10.4 mm/m) or 1 percent slope, with the following pipe conditions:

Outside Air— 20%Room Air —80%
DBWBDBWB
90°F73°F75°F62.5°F
(32°C)(23°C)(24°C)(17°)

Condensate drain sizing for other slopes or other conditions shall be approved by the Authority Having Jurisdiction.

Air-conditioning waste pipes shall be constructed of materials specified in Chapter 7.

814.3 Point of Discharge. Air-conditioning condensate waste pipes shall connect indirectly to the drainage system through an airgap or airbreak to a properly trapped and vented receptors dry wells, leach pits, or the tailpiece of plumbing fixtures.

Condensate waste shall not drain over a public way.

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CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 9 - VENTS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter      XX         
Adopt Entire Chapter as amended (amended sections listed below)X XX    XXXX     
Adopt only those sections that are listed below                 
Chapter/Section
903.1.2.1        XXXX     
903.1.3  XX             
903.1.4  XX             
906.2.1        XXXX     

173

174

CHAPTER 9
VENTS

901.0 General.

901.1 Vents Required.

Each plumbing fixture trap, except as otherwise provided in this code, shall be protected against siphonage and back-pressure, and air circulation shall be ensured throughout all parts of the drainage system by means of vent pipes installed in accordance with the requirements of this chapter and as otherwise required by this code.

901.2 Trap Seal Protection. The vent system shall be designed to prevent a trap seal from being exposed to a pressure differential that exceeds one (1) inch of a water column (249 Pa) on the outlet side of the trap.

902.0 Vents Not Required.

902.1 Vent piping shall be permitted to be omitted on an interceptor when such interceptor acts as a primary settling tank and discharges through a horizontal indirect waste pipe into a secondary interceptor. The second interceptor shall be properly trapped and vented.

902.2 Traps serving sinks that are part of the equipment of bars, soda fountains, and counters need not be vented when the location and construction of such bars, soda fountains, and counters is such as to make it impossible to do so. When such conditions exist, said sinks shall discharge by means of approved indirect waste pipes into a floor sink or other approved type of receptor.

903.0 Materials.

903.1 Vent pipe and fittings shall be in accordance with the applicable standards referenced in Table 7-1, except that:

903.1.1 No galvanized steel or 304 stainless steel pipe shall be installed underground and shall be not less than six (6) inches (152 mm) above ground.

903.1.2 ABS and PVC DWV piping installations shall be in accordance with the applicable standards referenced in Table 14-1. Except for individual single-family dwelling units, materials exposed within ducts of plenums shall have a flame-spread index of a maximum of twenty-five (25) and a smoke-developed index of not more than fifty (50) when tested in accordance with the Test for Surface Burning Characteristics of the Building Materials (see the Building Code standards based on ASTM E 84 and UL 723).

903.1.2.1 [OSHPD 1, 2, 3 ' 4] ABS and PVC installations are not allowed.

903.1.3 [HCD 1 ' HCD 2] ABS or PVC installations are limited to not more than two stories of areas of residential accommodation.

903.1.4 [HCD 1 ' HCD 2] All malleable iron vents shall be galvanized.

903.2 Use of Copper Tubing.

903.2.1 Copper tube for underground drainage and vent piping shall have a weight of not less than that of copper drainage tube type DWV.

903.2.2 Copper tube for above ground drainage and vent piping shall have a weight of not less than that of copper drainage tube type DWV.

903.2.3 Copper tube shall not be used for chemical or industrial wastes as defined in Section 811.0.

903.2.4 Hard-drawn copper tubing, in addition to the required incised marking, shall be marked in accordance with either ASTM B 306, Standard for Copper Drainage Tube (DWV), or ASTM B 88, Standard for Seamless Copper Water Tube as listed in Table 14-1. The colors shall be: Type K, green; Type L, blue; Type M, red; Type DWV, yellow.

903.3 Changes in direction of vent piping shall be made by the appropriate use of approved fittings, and no such pipe shall be strained or bent. Burred ends shall be reamed to the full bore of the pipe.

904.0 Size of Vents.

904.1 The size of vent piping shall be determined from its length and the total number of fixture units connected thereto, as set forth in Table 7-5. The diameter of an individual vent shall be not less than one and one-fourth (1¼) inches (32 mm) nor less than one-half (½) the diameter of the drain to which it is connected. In addition, the drainage piping of each building and each connection to a public sewer or a private sewage disposal system shall be vented by means of one (1) or more vent pipes, the aggregate cross-sectional area of which shall be not less than that of the largest required building sewer, as determined from Table 7-5. Vent pipes from fixtures located upstream from pumps, ejectors, backwater valves, or other devices that in any way obstruct the free flow of air and other gases between the building sewer and the outside atmosphere shall not be used for meeting the cross-sectional area venting requirements of this section.

Exception: When connected to a common building sewer, the drainage piping of two (2) or more buildings located on the same lot and under one (1) ownership shall be permitted to be vented by means of piping sized in accordance with Table 7-5, provided the aggregate cross-sectional area of vents is not less than that of the largest required common building sewer.

904.2 No more than one-third (1/3;) of the total permitted length, per Table 7-5, of any minimum-sized vent shall be installed in a horizontal position.

Exception: When a minimum-sized vent is increased one (1) pipe size for its entire length, the maximum length limitation does not apply.

175

905.0 Vent Pipe Grades and Connections.

905.1 Vent and branch vent pipes shall be free from drops or sags, and each such vent shall be level or shall be so graded and connected as to drip back by gravity to the drainage pipe it serves.

905.2 Where vents connect to a horizontal drainage pipe, each vent pipe shall have its invert taken off above the drainage centerline of such pipe downstream of the trap being served.

905.3 Unless prohibited by structural conditions, each vent shall rise vertically to a point not less than six (6) inches (152 mm) above the flood-level rim of the fixture served before off-setting horizontally, and whenever two (2) or more vent pipes converge, each such vent pipe shall rise to a point not less than six (6) inches (152 mm) in height above the flood-level rim of the plumbing fixture it serves before being connected to any other vent. Vents less than six (6) inches (152 mm) above the flood-level rim of the fixture shall be installed with approved drainage fittings, material, and grade to the drain.

905.4 Vent pipes shall extend undiminished in size above the roof, or shall be reconnected with a soil or waste vent of proper size.

905.5 The vent pipe opening from a soil or waste pipe, except for water closets and similar fixtures, shall not be below the weir of the trap.

905.6 Two (2) fixtures shall be permitted to be served by a common vertical pipe when each such fixture wastes separately into an approved double fitting having inlet openings at the same level.

906.0 Vent Termination.

906.1 Each vent pipe or stack shall extend through its flashing and shall terminate vertically not less than six (6) inches (152 mm) above the roof nor less than one (1) foot (305 mm) from any vertical surface.

906.2 Each vent shall terminate not less than ten (10) feet (3,048 mm) from, or not less than three (3) feet (914 mm) above, any openable window, door, opening, air intake, or vent shaft, or not less than three (3) feet (914 mm) in every direction from any lot line, alley and street excepted.

906.2.1 [OSHPD 1, 2, 3 & 4] Each vent pipe shall terminate not less than twenty-five (25) feet (7620 mm) from any air intake or vent shaft.

906.3 Vent pipes shall be extended separately or combined, of full required size, not less than six (6) inches (152 mm) above the roof or fire wall. Flagpoling of vents shall be prohibited except where the roof is used for purposes other than weather protection. Vents within ten (10) feet (3,048 mm) of any part of the roof that is used for such other purposes shall extend not less than seven (7) feet (2,134 mm) above such roof and shall be securely stayed.

906.4 Vent pipes for outdoor installations shall extend not less than ten (10) feet (3,048 mm) above the surrounding ground and shall be securely supported.

906.5 Joints at the roof around vent pipes shall be made watertight by the use of approved flashings or flashing material.

906.6 Lead. See Table 14-1. Sheet lead shall be not less than the following:

For safe pans — not less than four (4) pounds per square foot (19.5 kg/m2) or one-sixteenth (1/16;) inch (1.6 mm) thick.

For flashings or vent terminals — not less than three (30 pounds per square foot (14.6 kg/m2).

Lead bends and lead traps shall be not less than one-eighth (1/8) inch (3.2 mm) wall thickness.

906.7 Frost or Snow Closure. Where frost or snow closure is likely to occur in locations having minimum design temperature below 0°F (-17.8°C), vent terminals shall be not less than two (2) inches (50 mm) in diameter, but in no event smaller than the required vent pipe. The change in diameter shall be made inside the building not less than one (1) foot (305 mm) below the roof in an insulated space and terminate not less than ten (10) inches (254 mm) above the roof, or as required by the Authority Having Jurisdiction.

907.0 Vent Stacks and Relief Vents.

907.1 Each drainage stack that extends ten (10) or more stories above the building drain or other horizontal drain, shall be served by a parallel vent stack, which shall extend undiminished in size from its upper terminal and connect to the drainage stack at or immediately below the lowest fixture drain. Each such vent stack shall also be connected to the drainage stack at each fifth floor, counting down from the uppermost fixture drain, by means of a yoke vent, the size of which shall be not less in diameter than either the drainage or the vent stack, whichever is smaller.

907.2 The yoke vent connection to the vent stack shall be placed not less than forty-two (42) inches (1,067 mm) above the floor level, and the yoke vent connection to the drainage stack shall be by means of a wye-branch fitting placed below the lowest drainage branch connection serving that floor.

908.0 Wet Venting.

908.1 Vertical Wet Venting.

908.1.1 Where Permitted. Wet venting is limited to vertical drainage piping receiving the discharge from the trap arm of one (1) and two (2) fixture unit fixtures that also serves as a vent not exceeding four (4) fixtures. Wet-vented fixtures shall be within the same story; provided, further, that fixtures with a continuous vent discharging into a wet vent shall be within the same story as the wet-vented fixtures. No wet vent shall exceed six (6) feet (1,829 mm) in developed length.

908.1.2 Size. The vertical piping between any two (2) consecutive inlet levels shall be considered a wet-vented section. Each wet-vented section shall be not less than one (1) pipe size exceeding the required minimum waste pipe size of the upper fixture or shall be one (1) pipe size exceeding the required minimum pipe size for the sum of the fixture units served by such wet-vented section, whichever is larger, but in no case less than two (2) inches (51 mm).

908.1.3 Vent Connection. Common vent sizing shall be the sum of the fixture units served but, in no case, smaller

176

than the minimum vent pipe size required for any fixture served, or by Section 904.0.

908.2 Horizontal Wet Venting for Bathroom Groups.

908.2.1 Where Permitted. Water closets, bathtubs, showers and floor drains within one (1) or two (2) bathroom groups located on the same floor level and for private use shall be permitted to be vented by a wet vent. The wet vent shall be considered the vent for the fixtures and shall extend from the connection of the dry vent along the direction of the flow in the drain pipe to the most downstream fixture drain or trap arm connection to the horizontal branch drain. Each wet-vented fixture drain or trap arm shall connect horizontally to the wet-vented horizontal branch drain. Each individual fixture drain or trap arm shall connect horizontally to the wet-vented horizontal branch drain or shall be provided with a dry vent. The trap to vent distance shall be in accordance with Table 10-1. Only the fixtures within the bathroom groups shall connect to the wet-vented horizontal branch drain. The water closet fixture drain or trap arm connection to the wet vent shall be downstream of any fixture drain or trap arm connections. Any additional fixtures shall discharge downstream of the wet vent system and be conventionally vented.

908.2.2 Vent Connection. The dry vent connection to the wet vent shall be an individual vent or common vent for the lavatory, urinal, bidet, shower, or bathtub. Only one (1) wet-vented fixture drain or trap arm shall discharge upstream of the dry-vented fixture drain connection.

908.2.3 Size. The wet vent shall be sized based on the fixture unit discharge into the wet vent. The wet vent shall be not less than two (2) inches (50 mm) in diameter for four (4) dfu or less, and not less than three (3) inches (80 mm) in diameter for five (5) dfu or more. The dry vent shall be sized in accordance with Tables 7-3 and 7-5 based on the total fixtures units discharging into the wet vent.

909.0 Special Venting for Island Fixtures.

Traps for island sinks and similar equipment shall be roughed in above the floor and shall be permitted to be vented by extending the vent as high as possible, but not less than the drainboard height and then returning it downward and connecting it to the horizontal sink drain immediately downstream from the vertical fixture drain. The return vent shall be connected to the horizontal drain through a wye-branch fitting and shall, in addition, be provided with a foot vent taken off the vertical fixture vent by means of a wye branch immediately below the floor and extending to the nearest partition and then through the roof to the open air, or shall be permitted to be connected to other vents at a point not less than six (6) inches (152 mm) above the floodlevel rim of the fixtures served. Drainage fittings shall be used on all parts of the vent below the floor level, and a slope of not less than one-fourth (¼) inch per foot (20.8 mm/m) back to the drain shall be maintained. The return bend used under the drain-board shall be a one (1) piece fitting or an assembly of a 45 degree (0.79 rad), a 90 degree (1.6 rad), and a 45 degree (0.79 rad) elbow in the order named. Pipe sizing shall be as elsewhere required in this code. The island sink drain, upstream of the returned vent, shall serve no other fixtures. An accessible cleanout shall be installed in the vertical portion of the foot vent.

910.0 Combination Waste and Vent Systems.

910.1 Combination waste and vent systems shall be permitted only where structural conditions preclude the installation of conventional systems as otherwise prescribed by this code.

910.2 Plans and specifications for each combination waste and vent system shall first be approved by the Authority Having Jurisdiction before any portion of any such system is installed.

910.3 Each combination waste and vent system, as defined in Chapter 2, shall be provided with a vent or vents adequate to ensure free circulation of air. Any branch exceeding fifteen (15) feet (4,572 mm) in length shall be separately vented in an approved manner. The area of any vent installed in a combination waste and vent system shall be not less than one-half (½) the inside cross-sectional area of the drain pipe served. The vent connection shall be downstream of the uppermost fixture.

910.4 Each waste pipe and each trap in any such system shall be not less than two (2) pipe sizes exceeding the sizes required by Chapter 7 of this code, and not less than two (2) pipe sizes exceeding any fixture tailpiece or connection.

910.5 No vertical waste pipe shall be used in any such system, except the tailpiece or connection between the outlet of a plumbing fixture and the trap. Such tailpieces or connections shall be as short as possible, and in no case shall exceed two (2) feet (610 mm).

Exception: Branch lines shall be permitted to have 45 degree (0.79 rad) vertical offsets.

910.6 An accessible cleanout shall be installed in each vent for the combination waste and vent system. Cleanouts shall not be required on any wet-vented branch serving a single trap when the fixture tailpiece or connection is not less than two (2) inches (50 mm) in diameter and provides ready access for cleaning through the trap.

910.7 No water closet or urinal shall be installed on any such system. Other one (1), two (2), or three (3) unit fixtures remotely located from the sanitary system and adjacent to a combination waste and vent system shall be permitted to be connected to such system in the conventional manner by means of waste and vent pipes of regular sizes, providing that the two (2) pipe size increase required in Section 910.4 is based on the total fixture unit load connected to the system.

Note: See Appendix B of this code for explanatory notes on the design of combination waste and vent systems.

911.0 Engineered Vent System.

911.1 General. The design and sizing of a vent system shall be permitted to be determined by accepted engineering practice. The system shall be designed by a registered design professional and approved in accordance with Section 301.4.

911.2 Minimum Requirements. An engineered vent system shall provide protection of the trap seal in accordance with Section 901.2.

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CALIFORNIA PLUMBING CODE—MATRIX ADOPTION TABLE CHAPTER 10 - TRAPS AND INTERCEPTORS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX     XX         
Adopt Entire Chapter as amended (amended sections listed below)  XX    XXXX  X  
Adopt only those sections that are listed below                 
Chapter/Section
1003.1 Exception 2  XX             
1010.1              X  
1010.2              X  
1010.3              X  
1010.4              X  
1014.1A        XXXX     
1014.1B        XXXX     
1014.1C        XXXX     
1015.6        XXXX     
1015.7        XXXX     

179

180

CHAPTER 10
TRAPS AND INTERCEPTORS

1001.0 Traps Required.

1001.1 Each plumbing fixture, excepting those having integral traps or as permitted in Section 1001.2, shall be separately trapped by an approved type of water seal trap. Not more than one (1) trap shall be permitted on a trap arm.

1001.2 One (1) trap shall be permitted to serve a set of not more than three (3) single compartment sinks or laundry tubs of the same depth or three (3) lavatories immediately adjacent to each other and in the same room if the waste outlets are not more than thirty (30) inches (762 mm) apart and the trap is centrally located when three (3) compartments are installed.

1001.3 No food waste disposal unit shall be installed with any set of restaurant, commercial, or industrial sinks served by a single trap; each such food waste disposal unit shall be connected to a separate trap. Each domestic clothes washer and each laundry tub shall be connected to a separate and independent trap, except that a trap serving a laundry tub shall be permitted to also receive the waste from a clothes washer set adjacent thereto. No clothes washer or laundry tub shall be connected to any trap for a kitchen sink.

1001.4 The vertical distance between a fixture outlet and the trap weir shall be as short as practicable, but in no case shall the tailpiece from any fixture exceed twenty-four (24) inches (610 mm) in length.

1002.0 Traps Protected by Vent Pipes.

1002.1 Each plumbing fixture trap, except as otherwise provided in this code, shall be protected against siphonage, backpressure, and air circulation shall be assured throughout all parts of the drainage system by means of a vent pipe installed in accordance with the requirements of this code.

1002.2 Each fixture trap shall have a protecting vent so located that the developed length of the trap arm from the trap weir to the inner edge of the vent shall be within the distance given in Table 10-1, but in no case less than two (2) times the diameter of the trap arm.

1002.3 A trap arm shall be permitted to change direction with out the use of a cleanout when such change of direction does not exceed 90 degrees (1.6 rad). All horizontal changes in direction of trap arms shall comply with Section 706.3.

Exception: For trap arms three (3) inches (80 mm) in diameter and larger, the change of direction shall not exceed 135 degrees (2.36 rad) without the use of a cleanout.

1002.4 The vent pipe opening from a soil or waste pipe, except for water closets and similar fixtures, shall not be below the weir of the trap.

1003.0 Traps — Described.

1003.1 Each trap, except for traps within an interceptor or similar device shall be self-cleaning. Traps for bathtubs, showers, lavatories, sinks, laundry tubs, floor drains, urinals, drinking fountains, dental units, and similar fixtures shall be of standard design, weight and shall be of ABS, cast brass, cast iron, lead, PP, PVC, or other approved material. An exposed and readily accessible drawn-brass tubing trap, not less than 17 B ' S Gauge (0.045 inch) (1.1 mm), shall be permitted to be used on fixtures discharging domestic sewage.

Exceptions:

  1. Drawn-brass tubing traps shall not be used for urinals. Each trap shall have the manufacturer's name stamped legibly in the metal of the trap, and each tubing trap shall have the gauge of the tubing in addition to the manufacturer's name. Every trap shall have a smooth and uniform interior waterway.
  2. [HCD 1 & HCD 2] Non-water supplied urinals conforming to ASME A112.19.19-2006, Standard for Vitreous China Nonwater Urinals, or reference standards in Table 14-1 for non-vitreous ceramic or plastic urinal fixtures.

1003.2 A maximum of one (1) approved slip join fitting shall be permitted to be used on the outlet side of a trap, and no

TABLE 10-1
HORIZONTAL LENGTHS OF TRAP ARMS (EXCEPT FOR WATER CLOSETS AND SIMILAR FIXTURES)*
TRAP ARM PIPE
DIAMETER
DISTANCE TRAP TO
VENT MINIMUM
LENGTH MAXIMUMTRAP ARM PIPE
DIAMETER
DISTANCE TRAP TO
VENT MINIMUM
LENGTH MAXIMUM
Maintain one-fourth (¼) inch per foot slope (20.8 mm/m)
*The developed length between the trap of a water closet or similar fixture (measured from the top of the closet, flange to the inner edge of the vent) and it's vent shall not exceed six (6) feet (1,829 mm)
1¼”2½”30” (2”-6”)32 mm64 mm762 mm
1½”3”42” (3’-6”)40 mm76 mm1,067 mm
2”4”60” (5”-0”)50 mm102 mm1,524 mm
3”6”72” (6”-0”)80 mm152 mm1,829 mm
4”8”120” (10’-0”)100 mm203 mm3,048 mm
Exceeding 4”2× Diameter120” (10”-0”)Exceeding 100 mm2× Diameter3,048 mm

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tubing trap shall be installed without a listed tubing trap adapter. Listed plastic trap adapters shall be permitted to be used to connect listed metal tubing traps.

1003.3 The size (nominal diameter) of a trap for a given fixture shall be sufficient to drain the fixture rapidly, but in no case less than nor more than one (1) pipe size larger than given in Table 7-3. The trap shall be the same size as the trap arm to which it is connected.

1004.0 Traps —Prohibited.

No form of trap that depends for its seal upon the action of movable parts shall be used. No trap that has concealed interior partitions, except those of plastic, glass, or similar corrosion-resisting material, shall be used. "S" traps, bell traps, and crown-vented traps shall be prohibited. No fixture shall be double trapped. Drum and bottle traps shall be installed only for special conditions. No trap shall be installed without a vent, except as otherwise provided in this code.

1004.1 Bladders, check valves or any other type of devices with moveable parts shall be prohibited to serve as a trap.

1005.0 Trap Seals.

Each fixture trap shall have a liquid seal of not less than two (2) inches (51 mm) and not more than four (4) inches (102 mm), except where a deeper seal is found necessary by the Authority Having Jurisdiction. Traps shall be set true with respect to their liquid seals and, where necessary, they shall be protected from freezing.

1006.0 Floor Drain Traps.

Floor drains shall connect into a trap so constructed that it can be readily cleaned and of a size to serve efficiently the purpose for which it is intended. The drain inlet shall be so located that it is at all times in full view. When subject to reverse flow of sewage or liquid waste, such drains shall be equipped with an approved backwater valve.

1007.0 Trap Seal Protection.

Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer, except where not deemed necessary for safety or sanitation by the Authority Having Jurisdiction. Trap seal primers shall be accessible for maintenance.

1008.0 Building Traps.

Building traps shall not be installed except where required by the Authority Having Jurisdiction. Each building trap when installed shall be provided with a cleanout and with a relieving vent or fresh-air intake on the inlet side of the trap, which need not be larger than one-half the diameter of the drain to which it connects. Such relieving vent or fresh-air intake shall be carried above grade and terminate in a screened outlet located outside the building.

1009.0 Industrial Interceptors (Clarifiers) and Separators.

1009.1 When Required. Interceptors (clarifiers) (including grease, oil, sand interceptors [clarifiers], etc.) shall be required by the Authority Having Jurisdiction when they are necessary for the proper handling of liquid wastes containing grease, flammable wastes, sand, solids, acid or alkaline substances, or other ingredients harmful to the building drainage system, the public or private sewer, or to public or private sewage disposal.

1009.2 Approval. The size, type, and location of each interceptor (clarifier) or separator shall be approved by the Authority Having Jurisdiction. Except where otherwise specifically permitted, no wastes other than those requiring treatment or separation shall be discharged into any interceptor (clarifier).

1009.3 Design. Interceptors (clarifiers) for sand and similar heavy solids shall be so designed and located as to be readily accessible for cleaning and shall have a water seal of not less than six (6) inches (152 mm).

1009.4 Relief Vent. Interceptors (clarifiers) shall be so designed that they will not become air-bound if closed covers are used. Each interceptor (clarifier) shall be properly vented.

1009.5 Location. Each interceptor (clarifier) cover shall be readily accessible for servicing and maintaining the interceptor (clarifier) in working and operating condition. The use of ladders or the removal of bulky equipment in order to service interceptors (clarifiers) shall constitute a violation of accessibility. Location of all interceptors (clarifiers) shall be shown on the approved building plan.

1009.6 Maintenance of Interceptors. Interceptors shall be maintained in efficient operating condition by periodic removal of accumulated grease, scum, oil, or other floating substances and solids deposited in the interceptor.

1009.7 Discharge. The waste pipe from oil and sand interceptors shall discharge as approved by the Authority Having Jurisdiction.

1010.0 Slaughterhouses, Packing Establishments, etc.

Every fish, fowl, and animal slaughterhouse or establishment; every fish, fowl, and meat packing or curing establishment; every soap factory, tallow-rendering, fat-rendering, and hidecuring establishment shall be connected to and shall drain or discharge into an approved grease interceptor (clarifier).

1010.1 [AGR] Meat and Poultry Processing Plants.

1010.1.1 Drainage and Plumbing Systems. Drainage and plumbing systems shall meet the requirements of Section 724.0.

1010.1.1.1 Each floor drain shall be equipped with a deep-seal trap.

1010.1.2 The plumbing shall be installed so as to prevent sewage from backing up and flooding the floor.

Exception: Floor drains in areas not regularly washed down will be acceptable with deep-seal traps, provided

182

that such drains are connected to secondary drainage systems discharging into a safe sink or basin (air gap) that is properly trapped and vented, and that such drains accomplish the objectives and intent of this section.

1010.1.3 Interceptor traps which are connected with the sewer system shall not be near any edible products department or in any area where products are unloaded from or loaded into vehicles. To facilitate cleaning, such traps shall have inclined bottoms and be provided with suitable covers.

1010.2 [AGR] Collection Centers and Facilities. All drains shall be properly installed with adequate deep-sealed traps of the conventional “P,” “U” or “S” type and vents.

1010.3 [AGR] Horse Meat and Pet Food Establishments. There shall be an efficient drainage and plumbing system for the establishment and premises. All drainage and gutters shall be installed with traps and vents approved by the Department.

1010.4 [AGR] Draining and Plumbing. There shall be an efficient drainage and plumbing system for the plant and premises.

1010.4.1 Drainage and Gutters. All drains and gutters shall be properly installed with approved traps and vents. The drainage and plumbing system must permit the quick runoff of all water from plant buildings, and of surface water around the plant on the premises, and all such water shall be disposed of in such a manner as to prevent a nuisance or health hazard.

1010.4.2 Sewage and Plant Waste. The sewer system have adequate slope and capacity to remove readily all waste from the various processing operations and to minimize, or if possible, prevent stoppage and surcharging of the system. When the sewage disposal system is a private system which is required to be approved by a state or local health authority, the applicant shall furnish the administrator a letter from the proper health authority indicating that the sewage disposal system is acceptable to such authority.

1011.0 Minimum Requirements for Auto Wash Racks.

Every private or public wash rack and/or floor or slab used for cleaning machinery or machine parts shall be adequately protected against storm or surface water and shall drain or discharge into an approved interceptor (clarifier).

1012.0 Commercial and Industrial Laundries.

Laundry equipment in commercial and industrial buildings that does not have integral strainers shall discharge into an interceptor having a wire basket or similar device that is removable for cleaning and that will prevent passage into the drainage system of solids one-half (½) inch (12.7 mm) or larger in maximum dimension, such as string, rags, buttons, or other solid materials detrimental to the public sewerage system.

1013.0 Bottling Establishments.

Bottling plants shall discharge their process wastes into an interceptor that will provide for the separation of broken glass or other solids, before discharging liquid wastes into the drainage system.

1014.0 Grease Interceptors.

1014.1 Where it is determined by the Authority Having Jurisdiction that waste pretreatment is required, an approved type of grease interceptor(s) complying with the provisions of this section shall be correctly sized and properly installed in grease waste line(s) leading from sinks and drains, such as floor drains, floor sinks and other fixtures or equipment in serving establishments such as restaurants, cafes, lunch counters, cafeterias, bars and clubs, hotels, hospitals, sanitariums, factory or school kitchens, or other establishments where grease is introduced into the drainage or sewage system in quantities that can effect line stoppage or hinder sewage treatment or private sewage disposal. Any combination of hydro-mechanical, gravity grease interceptors and engineered systems shall be allowed in order to meet this code and other applicable requirements of the Authority Having Jurisdiction when space or existing physical constraints of existing buildings necessitate such installations. A grease interceptor shall not be required for individual dwelling units or for any private living quarters. Water closets, urinals, and other plumbing fixtures conveying human waste shall not drain into or through the grease interceptor.

1014.1A [OSHPD 1, 2, 3 & 4] The Authority Having Jurisdiction the individual official, board, department or agency authorized to administer and enforce the sewage treatment system in the area of the location of the health facility.

1014.1B [OSHPD 1, 2, 3 & 4] Grease traps shall not be installed in food preparation area of the kitchens.

1014.1C [OSHPD 1, 2, 3 & 4] Grease interceptors shall be installed outside of the kitchen area in location affording ease of maintenance and servicing.

1014.1.1 Each fixture discharging into a grease interceptor shall be individually trapped and vented in an approved manner.

1014.1.2 All grease interceptors shall be maintained in efficient operating condition by periodic removal of the accumulated grease and latent material. No such collected grease shall be introduced into any drainage piping or public or private sewer. If the Authority Having Jurisdiction determines that a grease interceptor is not being properly cleaned or maintained, the Authority Having Jurisdiction shall have the authority to mandate the installation of additional equipment or devices and to mandate a maintenance program.

1014.1.3 Food Waste Disposal Units and Dishwashers. Unless specifically required or permitted by the Authority Having Jurisdiction, no food waste disposal unit or dishwasher shall be connected to or discharge into any grease interceptor. Commercial food waste disposers shall be permitted to discharge directly into the building's drainage system.

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1014.2 Hydromechanical Grease Interceptors.

1014.2.1 Plumbing fixtures or equipment connected to a Type A and B hydromechanical grease interceptor shall discharge through an approved type of vented flow control installed in a readily accessible and visible location. Flow control devices shall be designed and installed so that the total flow through such device or devices shall at no time be greater than the rated flow of the connected grease interceptor. No flow control device having adjustable or removable parts shall be approved. The vented flow control device shall be located such that no system vent shall be between the flow control and the grease interceptor inlet. The vent or air inlet of the flow control device shall connect with the sanitary drainage vent system, as elsewhere required by this code, or shall terminate through the roof of the building, and shall not terminate to the free atmosphere inside the building.

Exception: Listed grease interceptors with integral flow controls or restricting devices shall be installed in an accessible location in accordance with the manufacturers' instructions.

1014.2.2 The total capacity in gallons (L) of fixtures discharging into any hydromechanical grease interceptor shall not exceed two and one-half (2½) times the certified GPM (L/m) flow rate of the interceptor as per Table 10-2.

For the purpose of this section, the term “fixture” shall mean and include each plumbing fixture, appliance, apparatus, or other equipment required to be connected to or discharged into a grease interceptor by any provision of this section.

1014.2.3 A vent shall be installed downstream of hydromechanical grease interceptors in accordance with the requirements of this code.

1014.3 Gravity Grease Interceptors. Required gravity grease interceptors shall comply with the provisions of Sections 1014.3.1 through 1014.3.7.

1014.3.1 General. The provisions of this section shall apply to the design, construction, installation, and testing of commercial kitchen gravity grease interceptors.

1014.3.2 Waste Discharge Requirements.

1014.3.2.1 Waste discharge in establishments from fixtures and equipment which contain grease, including but not limited to, scullery sinks, pot and pan sinks, dishwashers, soup kettles, and floor drains located in areas where grease-containing materials exits, shall be permitted to be drained into the sanitary waste through the interceptor when approved by the Authority Having Jurisdiction.

1014.3.2.2 Toilets, urinals, and other similar fixtures shall not drain through the interceptor.

1014.3.2.3 All waste shall enter the interceptor through the inlet pipe only.

1014.3.3 Design.

1014.3.3.1 Gravity Interceptors shall be constructed in accordance with the applicable standard in Table 14-1 or the design approved by the Authority Having Jurisdiction.

TABLE 10-2
HYDROMECHANICAL INTERCEPTOR SIZING USING GRAVITY FLOW RATES1
 SIZE OF GREASE INTERCEPTOR
DIAMETER OF GREASE
WASTE PIPE
MAXIMUM FULL PIPE
FLOW (GPM)2
ONE-MINUTE DRAINAGE
PERIOD (GPM)
TWO-MINUTE DRAINAGE
PERIOD (GPM)
1 For interceptor sizing by fixture capacity see the example below.
2 ½” (.240) slope per foot based on Manning’s formula with friction factor N=0.012
2”202010
3”607535
4”12515075
5”230250125
6”375500250

EXAMPLE FOR SIZING HYDROMECHANICAL INTERCEPTOR(S) USING FIXTURE CAPACITY

Step 1: Determine the flow rate from each fixture.

[Length] X [Width] X [Depth] / [231] = Gallons X [.75 fill factor] / [Drain Period (1 min or 2 min)]

Step 2: Calculate the total load from all fixtures that discharge into the interceptor.

FIXTURESCOMPARTMENTSLOAD (gallons)SIZE OF GREASE INTERCEPTOR ONE-
MINUTE DRAINAGE PERIOD (gpm)
TWO-MINUTE DRAINAGE PE-
RIOD (gpm)
Compartment size    
24" × 24" × 12"244.9  
Hydrant 3  
Rated Appliance 2  
  49.95025

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1014.3.4 Location.

1014.3.4.1 Each grease interceptor shall be so installed and connected that it shall be at all times easily accessible for inspection, cleaning, and removal of the intercepted grease. A gravity grease interceptor complying with IAPMO Z1001, Standard for Prefabricated Gravity Grease Interceptors, shall not be installed in any part of a building where food is handled. Location of the grease interceptor shall meet the approval of the Authority Having Jurisdiction.

1014.3.4.2 Interceptors shall be placed as close as practical to the fixtures they serve.

1014.3.4.3 Each business establishment for which a gravity grease interceptor is required shall have an interceptor which shall serve only that establishment unless otherwise approved by the Authority Having Jurisdiction.

1014.3.4.4 Each gravity grease interceptor shall be located so as to be readily accessible to the equipment required for maintenance.

1014.3.5 Construction Requirements.

1014.3.5.1 Purpose. Gravity grease interceptors shall be designed to remove grease from effluent and shall be sized in accordance with this section. Gravity grease interceptors shall also be designed to retain grease until accumulations can be removed by pumping the interceptor. It is recommended that a sample box be located at the outlet end of all gravity grease interceptors so that the Authority Having Jurisdiction can periodically sample effluent quality.

1014.3.6 Sizing Criteria.

1014.3.6.1 Sizing. The volume of the interceptor shall be determined by using Table 10-3. If drainage fixture units (DFUs) are not known, the interceptor shall be sized based on the maximum DFUs allowed for the pipe size connected to the inlet of the interceptor. Refer to Table 7-5, Drainage Piping, Horizontal.

1014.3.7 Abandoned Gravity Grease Interceptors. Abandoned grease interceptors shall be pumped and filled as required for abandoned sewers and sewage disposal facilities in Section 722.0.

1015.0 FOG (Fats, Oils, and Greases) Disposal System.

1015.1 Purpose. The purpose of this section is to provide the necessary criteria for the sizing, application, and installation of FOG disposal systems designated as a pretreatment or discharge water quality compliance strategy.

1015.2 Scope. FOG disposal systems shall be considered engineered systems and shall comply with the requirements of Section 301.4 of this code.

1015.3 Components, Materials, and Equipment. FOG disposal systems, including all components, materials, and equipment necessary for the proper function of the system, shall comply with Sections 301.1.3 or 301.2 of this code.

1015.4 Sizing Application and Installation. FOG disposal systems shall be engineered, sized, and installed in accordance with the manufacturers’ specifications and as specified in ASME A 112.14.6, Standard for FOG (Fats, Oils, and Greases) Disposal Systems, as listed in Chapter 14, Table 14-1 of this code.

TABLE 10-3
GRAVITY GREASE INTERCEPTOR SIZING
DFUS1,3INTERCEPTOR VOLUME2
1 The maximum allowable DFUs plumbed to the kitchen drain lines that will be connected to the grease interceptor.
2 This size is based on: DFUs, the pipe size from this code; Table 7-5; Useful Tables for flow in half-full pipes (ref: Mohinder Nayyar Piping Handbook, 3rd Edition, 1992). Based on 30-minute retention time (ref: George Tehobanoglous and Metcalf ' Eddy. Wastewater Engineering Treatment, Disposal and Reuse, 3rd Ed. 1991 ' Ronald Crites and George Techobanoglous. Small and Decentralized Wastewater Management Systems, 1998). Rounded up to nominal interceptor volume.
3 When the flow rate of directly connected fixture(s) or appliance(s) have no assigned DFU values, the additional grease interceptor volume shall be based on the known flow rate (gpm) multiplied by 30 minutes.
8500 gallons
21750 gallons
351,000 gallons
901,250 gallons
1721,500 gallons
2162,000 gallons
3072,500 gallons
3423,000 gallons
4284,000 gallons
5765,000 gallons
7207,500 gallons
211210,000 gallons
264015,000 gallons

1015.5 Performance. FOG disposal systems shall be tested and certified as listed in Chapter 14, Table 14-1 of this code, and other national consensus standards applicable to FOG disposal systems as discharging a maximum of 100 mg/L FOG.

1015.6 [OSHPD 1, 2, 3 & 4] Grease traps shall not be installed in food preparation area of the kitchens.

1015.7 [OSHPD 1, 2, 3 & 4] Grease Interceptors shall be installed outside of the kitchen area in location affording ease of maintenance and servicing.

Gravity Grease Interceptor Sizing Example:

Given: A restaurant with the following fixtures and equipment.

One food preparation sink; three floor drains - one in the food prep area, one in the grill area, and one receiving the indirect waste from the ice machine and a mop sink.

Kitchen Drain Line DFU Count (from Table 7-3):

3 floor drains @ 2 DFUs each =6 DFUs
Mop sink @ 3 DFUs each =3 DFUs
Food prep sink @ 3 DFUs each =3 DFUs
Total12 DFUs

Using Table 10-3, the grease interceptor will be sized at 750 gallons.

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1016.0 Sand Interceptors.

1016.1 Where Required.

1016.1.1 Whenever the discharge of a fixture or drain contain solids or semi-solids heavier than water that would be harmful to a drainage system or cause a stoppage within the system, the discharge shall be through a sand interceptor. Multiple floor drains shall be permitted to discharge into one sand interceptor.

1016.1.2 Sand interceptors are required when-ever the Authority Having Jurisdiction deems it advisable to have a sand interceptor to protect the drainage system.

1016.2 Construction and Size. Sand interceptors shall be built of brick or concrete, prefabricated coated steel, or other watertight material. The interceptor shall have an interior baffle for full separation of the interceptor into two (2) sections. The outlet pipe shall be the same size as the inlet pipe of the sand interceptor, the minimum being three (3) inches (80 mm), and the baffle shall have two (2) openings of the same diameter as the outlet pipe and at the same invert as the outlet pipe. These openings shall be staggered so that there cannot be a straight line flow between any inlet pipe and the outlet pipe. The invert of the inlet pipe shall be no lower than the invert of the outlet pipe.

The sand interceptor shall have a minimum dimension of two (2) feet square (0.19 m2) for the net free opening of the inlet section and a minimum depth under the invert of the outlet pipe of two (2) feet (610 mm).

For each five (5) gallons (18.9 L) per minute flow or fraction thereof over twenty (20) gallons (75.7 L) per minute, the area of the sand interceptor inlet section is to be increased by one (1) square foot (0.09 m2). The outlet section shall at all times have a minimum area of fifty (50) percent of the inlet section.

The outlet section shall be covered by a solid removable cover, set flush with the finished floor, and the inlet section shall have an open grating, set flush with the finished floor and suitable for the traffic in the area in which it is located.

1016.3 Separate Use. Sand and similar interceptors for every solid shall be so designed and located as to be readily accessible for cleaning, shall have a water seal of not less than six (6) inches (152 mm), and shall be vented.

1017.0 Oil and Flammable Liquid Interceptors.

1017.1 Interceptors Required. All repair garages and gasoline stations with grease racks or grease pits, and all factories that have oily, flammable, or both types of wastes as a result of manufacturing, storage, maintenance, repair, or testing processes, shall be provided with an oil or flammable liquid interceptor that shall be connected to all necessary floor drains. The separation or vapor compartment shall be independently vented to the outer air. If two (2) or more separation or vapor compartments are used, each shall be vented to the outer air or shall be permitted to connect to a header that is installed at a minimum of six (6) inches (152 mm) above the spill line of the lowest floor drain and vented independently to the outer air. The minimum size of a flammable vapor vent shall be not less than two (2) inches (50 mm), and, when vented through a sidewall, the vent shall be not less than ten (10) feet (3,048 mm) above the adjacent level at an approved location. The interceptor shall be vented on the sewer side and shall not connect to a flammable vapor vent. All oil and flammable interceptors shall be provided with gastight cleanout covers that shall be readily accessible. The waste line shall be not less than three (3) inches (80 mm) in diameter with a full-size cleanout to grade. When an interceptor is provided with an overflow, it shall be provided with an overflow line (not less than two (2) inches (50 mm) in diameter) to an approved waste oil tank having a minimum capacity of five-hundred fifty (550) gallons (2,082 L) and meeting the requirements of the Authority Having Jurisdiction. The waste oil from the separator shall flow by gravity or shall be pumped to a higher elevation by an automatic pump. Pumps shall be adequately sized and accessible. Waste oil tanks shall have a two (2) inch (50 mm) minimum pump-out connection at grade and a one and one-half (1½) inch (40 mm) minimum vent to atmosphere at an approved location not less than ten (10) feet (3,048 mm) above grade.

1017.2 Design of Interceptors. Each manufactured interceptor that is rated shall be stamped or labeled by the manufacturer with an indication of its full discharge rate in gpm (L/m). The full discharge rate to such an interceptor shall be determined at full flow. Each interceptor shall be rated equal to or greater than the incoming flow and shall be provided with an overflow line to an underground tank.

Interceptors not rated by the manufacturer shall have a depth of not less than two (2) feet (610 mm) below the invert of the discharge drain. The outlet opening shall have not less than an eighteen (18) inch (457 mm) water seal and shall have a minimum capacity as follows: Where not more than three (3) motor vehicles are serviced and/or stored, interceptors shall have a minimum capacity of six (6) cubic feet (0.17 m3), and one (1) cubic foot (0.03 m3) of capacity shall be added for each vehicle up to ten (10) vehicles. Above ten (10) vehicles, the Authority Having Jurisdiction shall determine the size of the interceptor required. Where vehicles are serviced only and not stored, interceptor capacity shall be based on a net capacity of one (1) cubic foot (0.03 m3) for each one-hundred (100) square feet (9.29 m2) of surface to be drained into the interceptor, with a minimum of six (6) cubic feet (0.17 m3).

186

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 11 - STORM DRAINAGE
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter      XX         
Adopt Entire Chapter as amended (amended sections listed below)X XX    XXXX     
Adopt only those sections that are listed below                 
Chapter/Section
1101.3X XX             
1101.3.1        XXXX     
1101.5.1 Exception  XX             
1102.1.2  XX             
1102.1.2.1        XXXX     

187

188

CHAPTER 11
STORM DRAINAGE

1101.0 General.

1101.1 Where Required. Roofs, paved areas, yards, courts, and courtyards shall be drained into a separate storm sewer system, or into a combined sewer system where a separate storm sewer system is not available, or to some other place of disposal satisfactory to the Authority Having Jurisdiction. In the case of one- and two-family dwellings, storm water shall be permitted to be discharged on flat areas, such as streets or lawns, so long as the storm water shall flow away from the building and away from adjoining property, and shall not create a nuisance.

1101.2 Storm Water Drainage to Sanitary Sewer Prohibited. Storm water shall not be drained into sewers intended for sanitary drainage only.

1101.3 Material Uses. Rainwater piping placed within the interior of a building or run within a vent or shaft shall be of cast-iron, galvanized steel, wrought iron, brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV, stainless steel 304 or 316L (stainless steel 304 pipe and fittings shall not be installed underground and shall be kept not less than six (6) inches (152 mm) above ground), or other approved materials, and changes in direction shall conform to the requirements of Section 706.0. ABS and PVC DWV piping installations shall be installed in accordance with IS 5 and IS 9. Except for individual single-family dwelling units, materials exposed within ducts or plenums shall have a flame-spread index of a maximum of twenty-five (25) and a smoke-developed index of a maximum of fifty (50), when tested in accordance with the Test for Surface-Burning Characteristics of the Building Materials (see the Building Code standards based on ASTM E 84 and UL 723.).

[HCD 1 & HCD 2] ABS or PVC installations are limited to not more than two stories of areas of residential accommodation.

1101.3.1 [OSHPD 1, 2, 3 & 4] ABS and PVC installations are not allowed.

1101.4 Expansion Joints Required. Expansion joints or sleeves shall be provided where warranted by temperature variations or physical conditions.

1101.5 Subsoil Drains.

1101.5.1 Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, crawlspaces or floors below grade. Such subsoil drains shall be permitted to be positioned inside or outside of the footing, shall be of perforated or open-jointed approved drain tile or pipe, not less than three (3) inches (80 mm) in diameter, and shall be laid in gravel, slag, crushed rock, approved three-quarter (¾) inch (19.1 mm) crushed, recycled glass aggregate, or other approved porous material with not less than four (4) inches (102 mm) surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping.

Exception: [HCD 1 & HCD 2] Subsoil drains are mandatory only when required by the Authority Having Jurisdiction due to geological conditions.

1101.5.2 Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, to an alley, or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater in encountered, subsoil drains shall be piped to a storm drain or an approved water course.

1101.5.3 Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump provided with an approved automatic electric pump. The sump shall be not less than fifteen (15) inches (381 mm) in diameter, eighteen (18) inches (457 mm) in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall be not less than fifteen (15) gpm (56.8 L/m). The discharge piping from the sump pump shall be not less than of one and one-half (1½) inches (40 mm) in diameter and have a union or other approved quick-disconnect assembly to make the pump accessible for servicing.

1101.5.4 For separate dwellings not serving continuously flowing springs or groundwater, the sump discharge pipe shall be permitted to discharge onto a concrete splash block with a minimum length of twenty-four (24) inches (610 mm). This pipe shall be within four (4) inches (102 mm) of the splash block and positioned to direct the flow parallel to the recessed line of the splash block.

1101.5.5 Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance.

1101.5.6 Nothing in Section 1101.5 shall prevent drains that serve either subsoil drains or areaways of a detached building from discharging to a properly graded open area, provided that:

  1. They do not serve continuously flowing springs or groundwater;
  2. The point of discharge is not less than ten (10) feet (3,048 mm) from any property line; and
  3. It is impracticable to discharge such drains to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley.

1101.6 Building Subdrains. Building subdrains located below the public sewer level shall discharge into a sump or receiving tank, the contents of which shall be automatically lifted and discharged into the drainage system as required for building sumps.

189

1101.7 Areaway Drains. Open subsurface space adjacent to a building, serving as an entrance to the basement or cellar of a building, shall be provided with a drain or drains. Such areaway drains shall be not less than two (2) inches (50 mm) in diameter for areaways at a maximum of one-hundred (100) square feet (9.3 m2) in area, and shall be discharged in the manner provided for subsoil drains not serving continuously flowing springs or groundwater (See Section 1101.5.2). Areaways in excess of one-hundred (100) square feet (9.3 m2) shall not drain into subsoil drains. Areaway drains for areaways exceeding one-hundred (100) square feet (9.3 m2) shall be sized according to Table 11-2.

1101.8 Window Areaway Drains. Window areaways at a maximum of ten (10) square feet (0.9 m2) in area shall be permitted to discharge to the subsoil drains through a two (2) inch (50 mm) pipe. However, window areaways exceeding ten (10) square feet (0.9 m2) in area shall be handled in the manner provided for entrance areaways (See Section 1101.7).

1101.9 Filling Stations and Motor Vehicle Washing Establishments. Public filling stations and motor vehicle washing establishments shall have the paved area sloped toward sumps or gratings within the property lines. Curbs not less than six (6) inches (152 mm) high shall be placed where required to direct water to gratings or sumps.

1101.10 Paved Areas. Where the occupant creates surface water drainage, the sumps, gratings, or floor drains shall be piped to a storm drain or an approved water course.

1101.11 Roof Drainage.

1101.11.1 Primary Roof Drainage. Roof areas of a building shall be drained by roof drains or gutters. The location and sizing of drains and gutters shall be coordinated with the structural design and pitch of the roof. Unless otherwise required by the Authority Having Jurisdiction, roof drains, gutters, vertical conductors or leaders, and horizontal storm drains for primary drainage shall be sized based on a storm of sixty (60) minutes duration and one-hundred (100) year return period. Refer to Table D-1 (in Appendix D) for one-hundred (100) year, sixty (60) minute storms at various locations.

1101.11.2 Secondary drainage. Secondary (emergency) roof drainage shall be provided by one (1) of the methods specified in Section 1101.11.2.1 or 1101.11.2.2.

1101.11.2.1 Roof Scuppers or Open Side. Secondary roof drainage shall be provided by an opensided roof or scuppers where the roof perimeter construction extends above the roof in such a manner that water will be entrapped. An open-sided roof or scuppers shall be sized to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.11.1. Scupper openings shall be not less than of four (4) inches (102 mm) high and have a width equal to the circumference of the roof drain required for the area served, sized by Table 11-1.

1101.11.2.2 Secondary Roof Drain. Secondary roof drains shall be provided. The secondary roof drains shall be located not less than two (2) inches (51 mm) above the roof surface. The maximum height of the roof drains shall be a height to prevent the depth of ponding water from exceeding that for which the roof was designed as determined by Section 1101.11.1. The secondary roof drains shall connect to a piping system conforming to Section 1101.11.2.2.1 or 1101.11.2.2.2.

1101.11.2.2.1 Separate Piping System. The secondary roof drainage system shall be a separate system of piping, independent of the primary roof drainage system. The discharge shall be above grade, in a location observable by the building occupants or maintenance personnel. Secondary roof drain systems shall be sized in accordance with Section 1101.11.1 based on the rainfall rate for which the primary system is sized.

1101.11.2.2.2 Combined System. The secondary roof drains shall connect to the vertical piping of the primary storm drainage conductor downstream of any horizontal offset below the roof. The primary storm drainage system shall connect to the building storm water that connects to an underground public storm sewer. The combined secondary and primary roof drain systems shall be sized in accordance with Section 1106.0 based on double the rainfall rate for the local area.

1101.12 Cleanouts.

1101.12.1 Cleanouts for building storm drains shall comply with the requirements of Section 719.0 of this code.

1101.12.2 Rain leaders and conductors connected to a building storm sewer shall have a cleanout installed at the base of the outside leader or outside conductor before it connects to the horizontal drain.

1101.13 Rainwater sumps serving “public use” occupancy buildings shall be provided with dual pumps arranged to function alternately in case of overload or mechanical failure.

1102.0 Materials.

1102.1 Conductors.

1102.1.1 Conductors installed above ground in buildings shall be in accordance with the applicable standards referenced in Table 7-1 for above ground drain, waste and vent pipe.

1102.1.2 The inside of conductors installed above ground level shall be of seamless copper water tube, Type K, L, or M; Schedule 40 copper pipe or Schedule 40 copper alloy pipe; Type DWV copper drainage tube; service weight cast-iron soil pipe or hubless cast-iron soil pipe; standard weight galvanized steel pipe; stainless steel 304 or 316L (stainless steel 304 pipe and fittings shall not be installed underground and shall be kept not less than (6) inches (152 mm) above ground); or Schedule 40 ABS or Schedule 40 PVC plastic pipe.

[HCD 1 & HCD 2] ABS or PVC installations are limited to not more than two stories of areas of residential accommodation.

1102.1.2.1 [OSHPD 1, 2, 3 & 4] ABS and PVC installations are not allowed.

190

1102.2 Leaders.

1102.2.1 Leaders installed outside shall be in accordance with the applicable standards referenced in Table 7-1 for above ground drain, waste and vent pipe; aluminum sheet metal; galvanized steel sheet metal; or copper sheet metal.

1102.3 Underground Building Storm Drains. Underground building storm drains shall be in accordance with the applicable standards referenced in Table 7-1 for underground drain, waste and vent pipe.

1102.4 Building Strom Sewers. Building storm sewers shall be in accordance with the applicable standards referenced in Table 7-1 for building sewer pipe.

1102.5 Subsoil Drains.

1102.5.1 Subsoil drains shall be constructed of materials specified in Table 14-1.

1102.5.2 Subsoil drains shall be open-jointed or of perforated pipe, vitrified clay, plastic, cast-iron, or porous concrete.

1103.0 Traps on Strom Drains and Leaders.

1103.1 Where Required. Leaders and storm drains, when connected to a combined sewer, shall be trapped. Floor and area drains connected to a storm drain shall be trapped.

Exception: Traps shall not be required where roof drains, rain leaders, and other inlets are at locations allowed under Section 906.0, Vent Termination.

1103.2 Where Not Required. No trap shall be required for leaders or conductors that are connected to a sewer carrying storm water exclusively.

1103.3 Trap Size. Traps, when installed for individual conductors, shall be the same size as the horizontal drain to which they are connected.

1103.4 Method of Installation of Combined Sewer. Individual storm-water traps shall be installed on the storm-water drain branch serving each storm-water inlet, or a single trap shall be installed in the main storm drain just before its connection with the combined building sewer. Such traps shall be provided with an accessible cleanout on the outlet side of the trap.

1104.0 Leaders, Conductors, and Connections.

1104.1 Improper Use. Leaders or conductors shall not be used as soil, waste, or vent pipes not shall soil, waste, or vent pipes be used as leaders or conductors.

1104.2 Protection of Leaders. Leaders installed along alleyways, driveways, or other locations where exposed to damage shall be protected by metal guards, recessed into the wall, or constructed from ferrous pipe.

1104.3 Combining Storm with Sanitary Drainage. The sanitary and storm drainage system of a buildings shall be entirely separate, except where a combined sewer is used, in which case the building storm drain shall be connected in the same horizontal plane through single wye fittings to the combined building sewer not less than ten (10) feet (3,048 mm) downstream from any soil stack.

1105.0 Roof Drains.

1105.1 Material.

1105.1.1 Roof drains shall be constructed materials specified in Table 14-1.

1105.1.2 Roof drains shall be of cast-iron, copper or copper alloy, lead, or plastic.

1105.2 Dome or Strainer for General Use. Roof drains and overflow drains, except those draining to hanging gutters, shall be equipped with strainers extending not less than four (4) inches (102 mm) above the surface of the roof immediately adjacent to the drain. Strainers shall have a minimum inlet area above the roof level not less than one and one-half (1½) times the area of the conductor or leader to which the drain is connected.

1105.3 Strainers for Flat Decks. Roof drain strainers for use on sun decks, parking decks, and similar areas that are normally serviced and maintained, shall be permitted to be of the flat surface type. Such roof drain strainers shall be level with the deck and shall have an available inlet area of not less than two (2) times the area of the conductor or leader to which the drain is connected.

1105.4 Roof Drain Flashings. Connection between the roof and roof drains that pass through the roof and into the interior of the building shall be made water tight by use of proper flashing material.

1105.4.1 Where lead flashing material is used, it shall be not less than four (4) pounds per square foot (19.5 kg/m2)

1105.4.2 Where copper flashing material is used, it shall be not less than twelve (12) ounces per square foot (3.7 kg/m2).

1106.0 Size of Leaders, Conductors, and Strom Drains.

1106.1 Vertical Conductors and Leaders. Vertical conductors and leaders shall be sized on the basis of the maximum projected roof area and Table 11-1.

1106.2 Size of Horizontal Storm Drains and Sewers. The size of building storm drains or building storm sewers or any of their horizontal branches shall be based upon the maximum projected roof or paved area to be handled and Table 11-2.

1106.3 Size of Roof Gutters. The size of semi-circular gutters shall be based on the maximum projected roof area and Table 11-3.

1106.4 Side Walls Draining onto a Roof. Where vertical walls project above a roof so as to permit storm water to drain to the roof area below, the adjacent roof area shall be permitted to be computed from Table 11-1 as follows:

  1. For one (1) wall – add 50 percent of the wall area to the roof area figures.
  2. For two (2) adjacent walls of equal height – add 35 percent of the total wall areas.
  3. For two (2) adjacent walls of unequal height – add 35 percent of the total common height and add 50 percent of the remaining height of the highest wall.
  4. Two (2) opposite walls of same height – add no additional area.191
  5. Two (2) opposite walls of differing heights – add 50 percent of the wall area above the top of lower wall.
  6. Walls on three (3) sides – add 50 percent of the area of the inner wall below the top of the lowest wall, plus allowance for the area of the wall above the top of the lowest wall, per (3) and (5) above.
  7. Walls on four (4) sides – no allowance for wall areas below the top of the lowest wall – and for above the top of the lowest wall per (1), (3), (5), and (6) above.

1107.0 Values for Continuous Flow.

Where there is a continuous or semi-continuous discharge into the building storm drain or building storm sewer, as from a pump, ejector, air-conditioning plant, or similar device, one (1) gpm (3.8 L/min.) of such discharge shall be computed as being equivalent to twenty-four (24) square feet (2.2 m2) of roof area, based upon a rate of rainfall of four (4) inches (102 mm) per hour.

1108.0 Controlled-Flow Roof Drainage.

1108.1 Application. In lieu of sizing the storm drainage system in accordance with Section 1106.0, the roof drainage shall be permitted to be sized on the basis of controlled flow and storage of the storm water on the roof, provided the following conditions are met:

  1. The water from a twenty-five (25) year-frequency storm shall not be stored on the roof exceeding twenty-four (24) hours.
  2. During the storm, the water depth on the roof shall not exceed the depths specified in Table 11-4.
    TABLE 11-4
    CONTROLLED-FLOW MAXIMUM ROOF WATER DEPTH
    ROOF RISE*MAX WATER DEPTH AT DRAIN
    Inches(mm)Inches(mm)
    *Vertical measurement from the roof surface at the drain to the highest point of the roof surface served by the drain, ignoring any local depression immediately adjacent to the drain.
    Flat(Flat)3(76)
    2(51)4(102)
    4(102)5(127)
    6(152)6(152)
  3. No less than two (2) drains shall be installed in roof areas of ten thousand (10,000) square feet (929.0 m2) or less, and no less than one (1) additional drain shall be installed for each ten thousand (10,000) square feet (929.0 m2) of roof area exceeding ten thousand (10,000) square feet (929.0 m2).
  4. Each roof drain shall have precalibrated, fixed (nonadjustable), and proportional weir (notched) in a standing water collar inside the strainer. No mechanical devices or valves shall be allowed.
  5. Pipe sizing shall be based on the pre-calibrated rate of flow (gpm) of the pre-calibrated weir for the maximum allowable water depth, and Tables 11-1 and 11-2.
  6. The height of stones or other granular material above the waterproofed surface shall not be considered in water depth measurement, and the roof surface in the vicinity of the drain shall not be recessed to create a reservoir.
  7. Roof design, where controlled-flow roof drainage is used, shall be such that the design roof live load is not less than thirty (30) pounds per square foot (146.5 kg/m2) to provide a safety factor exceeding the fifteen (15) pounds per square foot (73.2 kg/m2) represented by the depth of water stored on the roof as indicated in Table 11-4.
  8. Scuppers shall be provided in parapet walls. The distance of scupper bottoms above the roof level at the drains shall not exceed the maximum distances specified in Table 11-5.
    TABLE 11-5
    DISTANCE OF SCUPPER BOTTOMS ABOVE ROOF
    ROOF RISE*ABOVE ROOF LEVEL AT DRAIN
    Inches(mm)Inches(mm)
    *Vertical measurement from the roof surface at the drain to the highest point of the roof surface served by the drain, ignoring any local depression immediately adjacent to the drain.
    Flat(Flat)3(76)
    2(51)4(102)
    4(102)5(127)
    6(152)6(152)
  9. Scupper openings shall be not less than four (4) inches high and have a width equal to the circumference of the roof drain required for the area served, sized by Table 11-1.
  10. Flashings shall extend above the top of the scuppers.
  11. At any wall or parapet, 45 degree (0.79 rad) cants shall be installed.
  12. Separate storm and sanitary drainage systems shall be provided within the building.
  13. Calculations for the roof drainage system shall be submitted along with the plans to the Authority Having Jurisdiction for approval.

1108.2 Setback Roofs. Drains on setback roofs shall be permitted to be connected to the controlled-flow drainage systems provided:

  1. The setback is designed for storing water, or
  2. The square footage of the setback drainage area is converted as outlined in Section 1108.0 to gpm, and the stormwater pipe sizes in the controlled-flow system are based on the sum of the loads.
  3. The branch from each of the roof drains that are not provided with controlled flow shall be sized in accordance with Table 11-1.

1109.0 Testing.

1109.1 Testing Required. New building storm drainage systems and parts of existing systems that have been altered, extended, or repaired shall be tested as described in Section 1109.2.1 or 1109.2.2 to disclose leaks and defects.

192

1109.2 Methods of Testing Strom Drainage Systems. Except for outside leaders and perforated or open-jointed drain tile, the piping of storm drain systems shall be tested upon completion of the rough piping installation by water or air, except that plastic pipe shall not be tested with air, and proved tight. The Authority Having Jurisdiction shall be permitted to require the removal of any cleanout plugs to ascertain whether the pressure has reached parts of the system. One (1) of the following test methods shall be used:

1109.2.1 Water Test. After piping has been installed, the water test shall be applied to the drainage system, either to the entire system or to sections. If the test is applied to the entire system, all openings in the piping shall be tightly closed except for the highest opening, and the system shall be filled with water to the point of overflow. If the system is tested in sections, each opening shall be tightly plugged except for the highest opening of the section under test, and each section shall be filled with water, but no section shall be tested with less than a ten (10) foot (3,048 mm) head of water. In testing successive sections, not less than the upper ten (10) feet (3,048 mm) of the next preceding section shall be tested so that no joint of pipe in the building (except the uppermost ten (10) feet (3,048 mm) of a roof drainage system, which shall be filled with water to the flood level of the upper most roof drain) shall have been submitted to a test of less than a ten (10) foot (3,048 mm) head of water. The water shall be kept in the system or in the portion under test for not less than fifteen (15) minutes before inspections starts; the system shall than be tight at all points.

1109.2.2 Air Test. The air test shall be made by attaching an air compressor testing apparatus to any suitable opening after closing other inlets and outlets to the system, forcing air into the system until there is a uniform gauge pressure of five (5) psi (34.5 kPa) or sufficient pressure to balance a column of mercury ten (10) inches (254 mm) in height. This pressure shall be held without introduction of additional air for a period of not less than fifteen (15) minutes.

1109.2.3 Exceptions. When circumstances exist that make air and water tests described in Sections 1109.2.1 and 1109.2.2 above impractical, see Section 103.5.3.3.

TABLE 11-1
SIZING ROOF DRAINS, LEADERS, AND VERTICAL RAINWATER PIPING2,3
SIZE OF DRAIN, LEADER, OR PIPE, FLOWMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE FEET AT VARIOUS RAINFALL RATES
Inchesgpm11 in./h2 in./h3 in./h4 in./h5 in./h6 in./h7 in./h8 in./h9 in./h10 in./h11 in./h12 in./h
2302,8801,440960720575480410360320290260240
3928,8004,4002,9302,2001,7601,4701,2601,100980880800730
419218,4009,2006,1304,6003,6803,0702,6302,3002,0451,8401,6751,530
536034,60017,30011,5308,6506,9205,7654,9454,3253,8453,4603,1452,880
656354,00027,00017,99513,50010,8009,0007,7156,7506,0005,4004,9104,500
81,208116,00058,00038,66029,00023,20019,31516,57014,50012,89011,60010,5459,600
TABLE 11-1 (Metric)
SIZING ROOF DRAINS, LEADERS, AND VERTICAL RAINWATER PIPING2,3
SIZE OF DRAIN, LEADER PIPE, FLOWMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS OR SQUARE METERS AT VARIOUS RAINFALL RATES
mmL/s125 mm/h50 mm/h75 mm/h100 mm/h125 mm/h150 mm/h175 mm/h200 mm/h225 mm/h250 mm/h275 mm/h300 mm/h
Notes:
  1. Maximum discharge capacity, gpm (L/s) with approximately 1¾ inch (44 mm) head of water at the drain.
  2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the 1-inch/hour (25 mm/hour) column by the desired rainfall rate.
  3. Vertical piping may be round, square, or rectangular. Square pipe shall be sized to enclosed its equivalent roundpipe. Rectangular pipe shall have not less than the same cross-sectional area as its equivalent round pipe, except that the ratio of its side dimensions shall not exceed 3 to 1.
501.2267.6133.889.266.953.444.638.133.429.726.924.222.3
805.8817.5408.8272.2204.4163.5136.6117.1102.291.081.874.367.8
10012.11,709.4854.7569.5427.3341.8285.2244.3213.7190.0170.9155.6142.1
12522.73,214.31,607.21,071.1803.6642.9535.6459.4401.8357.2321.4292.2267.6
15035.55,016.62,508.31,671.71,254.21,003.3836.1716.7627.1557.4501.7456.1418.1
20076.210,776.45,388.23,591.52,694.12,155.31,794.41,539.41,347.11,197.51,077.69,79.6897.4

193

TABLE 11-2
SIZING OF HORIZONTAL RAINWATER PIPING1,2
SIZE OF PIPE, InchesFLOW AT 1/8 in./ft. SLOPE, gpmMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE FEET AT VARIOUS RAINFALL RATES
1 in./h2 in./h3 in./h4 in./h5 in./h6 in./h
3343,2881,6441,096822657548
4787,5203,7602,5061,8801,5041,253
513913,3606,6804,4533,3402,6722,227
622221,40010,7007,1335,3504,2803,566
847846,00023,00015,33011,5009,2007,670
1086082,80041,40027,60020,70016,58013,800
121,384133,20066,60044,40033,30026,65022,200
152,473238,000119,00079,33359,50047,60039,650
SIZE OF PIPE, InchesFLOW AT ¼ in./ft SLOPE, gpmMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE FEET AT VARIOUS RAINFALL RATES
1 in./h2 in./h3 in./h4 in./h5 in./h6 in./h
3484,6402,3201,5461,160928773
411010,6005,3003,5332,6502,1201,766
519618,8809,4406,2934,7203,7763,146
631430,20015,10010,0667,5506,0405,033
867765,20032,60021,73316,30013,04010,866
101,214116,80058,40038,95029,20023,35019,450
121,953188,00094,00062,60047,00037,60031,350
153,491336,000168,000112,00084,00067,25056,000
SIZE OF PIPE, InchesFLOW AT ½ in./ft/ SLOPE, gpmMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE FEET AT VARIOUS RAINFALL RATES
1 in./h2 in./h3 in./h4 in./h5 in./h6 in./h
Notes:
  1. The sizing data for horizontal piping are based on the pipes flowing full.
  2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the one (1) inch/hour (25 mm/hour) column by the desired rainfall rate.
3686,5763,2882,1921,6441,3101,096
415615,0407,5205,0103,7603,0102,500
527826,72013,3608,9006,6805,3204,450
644542,80021,40014,26710,7008,5807,140
895692,00046,00030,65023,00018,40015,320
101,721165,60082,80055,20041,40033,15027,600
122,768266,400133,20088,80066,60053,20044,400
154,946476,000238,000158,700119,00095,20079,300

194

TABLE 11-2 (Metric)
SIZING OF HORIZONTAL RAINWATER PIPING1,2
SIZE OF PIPE, mmFLOW AT 10 mm/m SLOPE, L/sMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE METERS AT VARIOUS RAINFALL RATES
25mm/h50mm/h75mm/h100mm/h125 mm/h150 mm/h
802.1305153102766151
1004.9700350233175140116
1258.81,241621414310248207
15014.01,988994663497398331
20030.24,2732,1371,4241,068855713
25054.37,6923,8462,5641,9231,5401,282
30087.312,3756,1874,1253,0942,4762,062
375156.022,11011,0557,3705,5284,4223,683
SIZE OF PIPE, mmFLOR AT 20 mm/m SLOPE, L/sMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE METERS AT VARIOUS RAINFALL RATES
25mm/h50 mm/h75 mm/h100 mm/h125 mm/h150 mm/h
803.04312161441808672
1006.9985492328246197164
12512.41,754877585438351292
15019.82,8061,403935701561468
20042.76,0573,0292,0191,5141,2111,009
25076.0610,8515,4253,6182,7132,1691,807
300123.217,4658,7335,8164,3663,4932,912
375220.231,21415,60710,4057,8046,2485,202
SIZE OF PIPE, mmFLOW AT 40 mm/m SLOPE, L/sMAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREAS SQUARE METERS AT VARIOUS RAINFALL RATES
25 mm/h75 mm/h100 mm/h125 mm/h150 mm/h 
Notes:
  1. The sizing data for horizontal piping are based on the pipes flowing full.
  2. For rainfall rates other than those listed, determine the allowable roof area by dividing the area given in the one (1) inch/hour (25 mm hour) column by the desired rainfall rate.
804.3611305204153122102
1009.81,400700465350280232
12517.52,4821,241827621494413
15028.13,9761,9881,325994797663
20060.38,5474,2732,8472,1371,7091,423
250108.615,3907,6955,1283,8463,0802,564
300174.624,74912,3748,2506,1874,9424,125
375312.044,22022,11014,75311,0558,8537,7367

195

TABLE 11-3
SIZE OF GUTTERS
DIAMETER OF GUTTER IN INCHES 1/16 In./ft. SLOPEMAXIMUM RAINFALL IN INCHES PER HOUR
23456
3340226170136113
4720480360288240
51,250834625500416
61,9201,280960768640
72,7601,8401,3801,100918
83,9802,6551,9901,5901,325
107,2004,8003,6002,8802,400
DIAMETER OF GUTTER IN INCHES 1/8 in./ft. SLOPEMAXIMUM RAINFALL IN INCHES PER HOUR
23456
3480320240192160
41,020681510408340
51,7601,172880704587
62,7201,8151,3601,085905
73,9002,6001,9501,5601,300
85,6003,7402,8002,2401,870
1010,2006,8005,1004,0803,400
DIAMETER OF GUTTER IN INCHES ¼ in./ft. SLOPEMAXIMUM RAINFALL IN INCHES PER HOUR
23456
3680454340272226
41,440960720576480
52,5001,6681,2501,000834
63,8402,5601,9201,5361,280
75,5203,6802,7602,2051,840
87,9605,3103,9803,1802,655
1014,4009,6007,2005,7504,800
DIAMETER OF GUTTER IN INCHES ½ in./ft. SLOPEMAXIMUM RAINFALL IN INCHES PER HOUR
23456
3960640480384320
42,0401,3601,020816680
53,5402,3601,7701,4151,180
65,5403,6952,7702,2201,850
77,8005,2003,9003,1202,600
811,2007,4605,6004,4803,730
1020,00013,33010,0008,0006,660

196

TABLE 11-3 (Metric)
SIZE OF GUTTERS
DIAMETER OF GUTTER IN (mm) 5.2 mm/m SLOPEMAXIMUM RAINFALL IN MILLIMETERS PER HOUR
50.876.2101.6127.0152.4
8031.621.015.812.610.5
10066.944.633.426.822.3
125116.177.558.146.538.7
150178.4119.189.271.459.5
175256.4170.9128.2102.285.3
200369.7246.7184.9147.7123.1
250668.9445.9334.4267.6223.0
DIAMETER OF GUTTER IN (mm) 10.4 mm/m SLOPEMAXIMUM RAINFALL IN MILLIMETERS PER HOUR
50.876.2101.6127.0152.4
8044.629.722.317.814.9
10094.863.347.437.931.6
125163.5108.981.865.454.5
150252.7168.6126.3100.884.1
175362.3241.5181.2144.9120.8
200520.2347.5260.1208.1173.7
250947.6631.7473.8379315.9
DIAMETER OF GUTTER IN (mm) 20.8 mm/m SLOPEMAXIMUM RAINFALL IN MILLIMETERS PER HOUR
50.876.2101.6127.0152.4
8063.242.231.625.321.0
100133.889.266.953.544.6
125232.3155.0116.192.977.5
150356.7237.8178.4142.7118.9
175512.8341.9256.4204.9170.9
200739.5493.3369.7295.4246.7
250133.8891.8668.9534.2445.9
DIAMETER OF GUTTER IN (mm) 41.7 mm/m SLOPEMAXIMUM RAINFALL IN MILLIMETERS PER HOUR
50.876.2101.6127.0152.4
8089.259.544.635.729.7
100189.5126.394.875.863.2
125328.9219.2164.4131.5109.6
150514.7343.3257.3206.2171.9
175724.6483.1362.3289.9241.4
2001,040.5693.0520.2416.2346.5
2501,858.01,238.4929.0743.2618.7

197

198

CALIFORNIA PLUMBING CODE-MATRIX ADOPTION TABLE
CHAPTER 12-FUEL PIPING
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterXXXX  XXXXXX     
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed belowX                
Chapter/Section

199

200

CHAPTER 12
FUEL PIPING

1201.0 Scope of Gas Piping.

  1. Coverage of piping systems shall extend from the point of delivery to the connections with each gas utilization device. For other than undiluted liquefied petroleum gas systems, the point of delivery shall be considered the outlet of the service meter assembly, or the outlet of the service regulator or service shutoff valve where no meter is provided. For undiluted liquefied petroleum gas systems, the point of delivery shall be considered the outlet of the final pressure regulator, exclusive of the line gas regulators, in the system. [NFPA 54:1.1.1.1(A)]
  2. Piping systems requirements shall include design, materials, components, fabrications, assembly, installation, testing, inspection, operation, and maintenance. [NFPA 54:1.1.1.1(C)]
  3. This code shall not apply to the following (reference standards for some of which appear in Chapter 14 [NFPA 54:1.1.1.2]):
    1. Portable LP-Gas appliances of all types that are not connected to a fixed fuel piping system.
    2. Installation of farm equipment such as brooders, dehydrators, dryers, and irrigation equipment.
    3. Raw material (feedstock) applications, except for piping to special atmosphere generators.
    4. Oxygen-fuel gas cutting and welding systems.
    5. Industrial gas applications using gases such as acetylene and acetylenic compounds, hydrogen, ammonia, carbon monoxide, oxygen, and nitrogen.
    6. Petroleum refineries, pipeline compressor or pumping stations, loading terminals, compounding plants, refinery tank farms, and natural gas processing plants.
    7. Large integrated chemical plants or portions of such plants where flammable or combustible liquids or gases are produced by chemical reactions or used in chemical reactions.
    8. LP-Gas installations at utility gas plants.
    9. Liquefied natural gas (LNG) installations.
    10. Fuel gas piping in electric utility power plants. [NFPA 54-09:1.1.1.2(10)]
    11. Proprietary items of equipment, apparatus, or instruments such as gas-generating sets, compressors, and calorimeters.
    12. LP-Gas appliances for vaporization, gas mixing, and gas manufacturing.
    13. LP-Gas piping for buildings under construction or renovations that are not to become part of the permanent building piping system—that is, temporary fixed piping for building heat.
    14. Installation of LP-Gas systems for railroad switch heating.
    15. Installation of LP-Gas and compressed natural gas systems on vehicles.
    16. Gas piping, meters, gas-pressure regulators, and other appurtenances used by the serving gas supplier in distribution of gas, other than undiluted LP-Gas.

1202.0 General.

The regulations of this chapter shall govern the installation of fuel gas piping in or in connection with any building, structure or within the property lines of any premises up to five (5) psi (34.5 kPa), other than service pipe. Fuel oil piping systems shall be installed in accordance with NFPA 31, Standard for Installation of Oil-Burning Equipment.

1203.0 Definitions.

For the purposes of this code, these definitions shall apply to this chapter. Certain terms, phrases, words, and their derivatives shall be interpreted as set forth in this section, provided, however, that whenever the words “gas meters” appear, they shall be construed to also mean valves and those devices required for the regulation of pressure and the measurement of natural gas being dispensed for any building, structure, or premises.

1203.1 Appliance Fuel Connector. An assembly of listed semi-rigid or flexible tubing and fittings to carry fuel between a fuel-piping outlet and a fuel-burning appliance.

1203.2 Bonding Jumper. A reliable conductor to ensure the required electrical conductivity between metal parts required to be electrically connected. [NFPA 70:100.1]

1203.3 Fuel Gas. Natural, manufactured, liquefied petroleum, or a mixture of these.

1203.4 Gas Piping. Any installation of pipe, valves, or fittings that is used to convey fuel gas, installed on any premises or in any building, but shall not include:

  1. Any portion of the service piping.
  2. Any approved piping connection six (6) feet (1,829 mm) or less in length between an existing gas outlet and a gas appliance in the same room with the outlet.

1203.5 Gas-Piping System. Any arrangement of gas piping or regulators after the point of delivery and each arrangement of gas piping serving a building, structure, or premises, whether individually metered or not.

1203.6 Grounding Electrode. A device that establishes an electrical connection to the earth.

1203.7 Liquefied Petroleum Gas (LPG) Facilities. Liquefied petroleum gas (LPG) facilities means tanks, containers, container valves, regulating equipment, meters, and/or appurtenances for the storage and supply of liquefied petroleum gas for any building, structure, or premises.

201

1203.8 Provision for Location of Point of Delivery. The location of the point of delivery shall be acceptable to the serving gas supplier. [NFPA 54:5.2]

1203.9 Quick-Disconnect Device. A hand-operated device that provides a means for connecting and disconnecting an appliance or an appliance connector to a gas supply and that is equipped with an automatic means to shut off the gas supply when the device is disconnected.

1203.10 Service Piping. The piping and equipment between the street gas main and the gas piping system inlet that is installed by, and is under the control and maintenance of, the serving gas supplier.

1203.11 Transition Gas Riser. Any listed or approved section or sections of pipe and fittings used to convey fuel gas and in stalled in a gas piping system for the purpose of providing a transition from below ground to above ground.

1204.0 Inspection.

1204.1 Upon completion of the installation, alteration, or repair of any gas piping, and prior to the use thereof, the Authority Having Jurisdiction shall be notified that such gas piping is ready for inspection.

1204.2 All excavations required for the installation of underground piping shall be kept open until such time as the piping has been inspected and approved. If any such piping is covered or concealed before such approval, it shall be exposed upon the direction of the Authority Having Jurisdiction.

1204.3 The Authority Having Jurisdiction shall make the following inspections and either shall approved that portion of the work as completed or shall notify the permit holder wherein the same fails to comply with this code.

1204.3.1 Rough Piping Inspection. This inspection shall be made after all gas piping authorized by the permit has been installed and before any such piping has been covered or concealed or any fixture or appliance has been attached thereto. This inspection shall include a determination that the gas-piping size, material, and installation meet the requirements of this code.

1204.3.2 Final Piping Inspection. This inspection shall be made after all piping authorized by the permit has been installed and after all portions thereof that are to be covered or concealed are so concealed and before any fixtures, appliance, or shutoff valve has been attached thereto. This inspection shall be in accordance with Section 1214.1. Test gauges used in conducting tests shall comply with Section 319.0, Test Gauges.

1204.4 In cases where the work authorized by the permit consists of a minor installation of additional piping to piping already connected to a gas meter, the foregoing inspections shall be permitted to be waived at the discretion of the Authority Having Jurisdiction. In this event, the Authority Having Jurisdiction shall make such inspection as deemed advisable in order to be assured that the work has been performed in accordance with the intent of this code.

1205.0 Certificate of Inspection.

1205.1 If, upon final piping inspection, the installation is found to comply with the provisions of this code, a certificate of inspection shall be permitted to be issued by the Authority Having Jurisdiction.

1205.2 A copy of the certificate of such final piping inspection shall be issued to the serving gas supplier supplying gas to the premises.

1205.3 It shall be unlawful for any serving gas supplier, or person furnishing gas, to turn on or cause to be turned on, any fuel gas or any gas meter or meters, until such certificate of final inspection, as herein provided, has been issued.

1206.0 Authority to Render Gas Service.

1206.1 It shall be unlawful for any person, firm, or corporation, excepting an authorized agent or employee of a person, firm, or corporation engaged in the business of furnishing or supplying gas and whose service pipes supply or connect with the particular premises, to turn on or reconnect gas service in or on any premises where and when gas service is, at the time, not being rendered.

1206.2 It shall be unlawful to turn on or connect gas in or on any premises unless all outlets are properly and securely connected to gas appliances or capped or plugged with screw joint fittings.

1207.0 Authority to Disconnect.

1207.1 The Authority Having Jurisdiction or the serving gas supplier is hereby authorized to disconnect any gas piping or appliance or both that shall be found not to conform to the requirements of this code or that are found defective and in such condition as to endanger life or property.

1207.2 Where such disconnection has been made, a notice shall be attached to such gas piping or appliance or both that shall state the same has been disconnected, together with the reasons thereof.

1207.3 It shall be unlawful to remove or disconnect any gas piping or gas appliance without capping or plugging with a screw joint fitting, the outlet from which said pipe or appliance was removed. Outlets to which gas appliances are not connected shall be left capped, gas-tight on any piping system that has been installed, altered, or repaired.

Exception: When an approved listed quick-disconnect device is used.

1208.0 Temporary Use of Gas.

Where temporary use of gas is desired and the Authority Having Jurisdiction deems the use necessary, a permit shall be permitted to be issued for such use for a period of time not to exceed that designated by the Authority Having Jurisdiction, provided that such gas-piping system otherwise conforms to the requirements of this code regarding material, sizing, and safety.

202

1209.0 Gas-Piping System Design, Materials, and Components.

1209.1 Piping Plan.

1209.1.1 Installation of Piping System. Where required by the Authority Having Jurisdiction, a piping sketch or plan shall be prepared before proceeding with the installation. This plan shall show the proposed location of piping, the size of different branches, the various load demands, and the location of the point of delivery. [NFPA 54:5.1.1]

1209.1.2 Addition to Existing System. When an additional gas utilization appliance is being connected to a gas-piping system, the existing piping shall be checked to determine whether it has adequate capacity (See Section 1209.4.3). If inadequate, the existing system shall be enlarged as required, or separate gas piping of adequate capacity shall be provided. [NFPA 54:5.1.2]

1209.2 Provision for Location of Point of Delivery. The location of the point of delivery shall be acceptable to the serving gas supplier. [NFPA 54:5.2]

1209.3 Interconnections Between Gas-Piping Systems. [NFPA 54:5.3]

1209.3.1 Interconnections Supplying Separate Users. Where two (2) or more meters, or two (2) or more service regulators where meters are not provided, are located on the same premises and supply separate users, the gas piping systems shall not be interconnected on the outlet side of the meters or service regulators. [NFPA 54:5.3.1]

1209.3.2 Interconnections for Standby Fuels. Where a supplementary gas for standby use is connected downstream from a meter or a service regulator where a meter is not provided, a device to prevent backflow shall be installed. A three-way value installed to admit the standby supply and, at the same time, shut off the regular supply, shall be permitted to be used for this purpose. [NFPA 54:5.3.2]

1209.4 Sizing of Gas-Piping Systems. [NFPA 54:5.4]

1209.4.1 General Considerations. Gas-piping systems shall be of such size and so installed as to provide a supply of gas sufficient to meet the maximum demand and supply gas to each appliance inlet at not less than the minimum supply pressure required by the appliance. [NFPA 54-09:5.4.1]

1209.4.2 Maximum Gas Demand. The volume of gas to be provided (in cubic feet per hour) shall be determined directly from the manufacturer's input ratings of the gas utilization appliance served. Where the input rating is not indicated, the gas supplier, appliance manufacturer, or a qualified agency shall be contacted or the rating from Table 12-1 shall be used for estimating the volume of gas to be supplied. The total connected hourly load shall be used as the basis for piping sizing, assuming the appliance is operating at full capacity simultaneously. [NFPA 54:5.4.2]

Exception: Sizing shall be permitted to be based upon established load diversity factors. [NFPA 54:5.4.2.2]

1209.4.3 Sizing Methods. Gas piping shall be sized in accordance with one of the following:

  1. Pipe sizing tables or sizing equations in this chapter.
  2. Other approved engineering methods acceptable to the Authority Having Jurisdiction.
  3. Sizing tables included in a listed piping system manufacturer's installation instructions. [NFPA 54:5.4.3]
TABLE 12-1
APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES [NFPA 54: TABLE 5.4.2.1]
APPLIANCEINPUT Btu/h. (Approx.)
For SI units: 1 Btu per hour = 0.293 W
Space Heating Units 
Warm air furnace 
Single family100,000
Multifamily, per unit60,000
Hydronic boiler 
Single family100,000
Multifamily, per unit60,000
Space-and Water-Heating Units 
Hydronic boiler 
Single family120,000
Multifamily, per unit75,000
Water-Heating Appliances 
Water heater, automatic
storage 30 to 40 gal. tank
35,000
Water heater, automatic
storage 50 gal. tank
50,000
Water heater, automatic instantaneous 
Capacity at 2 gal./minute142,800
Capacity at 4 gal./minute285,000
Capacity at 6 gal./minute428,400
Water heater, domestic, circulating or side-arm35,000
Cooking Appliances 
Range, freestanding, domestic65,000
Built-in oven or broiler unit, domestic25,000
Built-in top unit, domestic40,000
Other Appliances 
Refrigerator3,000
Clothes dryer, Type 1 (domestic)35,000
Gas fireplace direct vent40,000
Gas log80,000
Barbecue40,000
Gaslight2,500

203

1209.4.4 Allowable Pressure Drop. The design pressure loss in any piping system under maximum probable flow conditions, from the point of delivery to the inlet connection of the appliance, shall be such that the supply pressure at the appliance exceeds or is equal to the minimum pressure required by the appliance. [NFPA 54-09:5.4.4]

1209.5 Acceptable Piping Materials and Joining Methods.

1209.5.1 General

1209.5.1.1 Acceptable Materials. Materials used for piping systems shall comply with the requirements of this chapter or shall be acceptable to the Authority Having Jurisdiction. [NFPA 54:5.6.1.1]

1209.5.1.2 Used Materials. Pipe, fittings, valves, or other materials shall not be used again unless they are free of foreign materials and have been ascertained to be adequate for the service intended. [NFPA 54:5.6.1.2]

1209.5.1.3 Other Materials. Material not covered by the standards specifications listed herein shall be investigated and tested to determine that it is safe and suitable for the proposed service and, in addition, shall be recommended for that service by the manufacturer and shall be acceptable to the Authority Having Jurisdiction. [NFPA 54:5.6.1.3]

1209.5.2 Metallic Pipe.

1209.5.2.1 Cast-iron pipe shall not be used. [NFPA 54:5.6.2.1]

1209.5.2.2 Steel and wrought-iron pipe shall be not less than standard weight (Schedule 40) and shall comply with one of the following standards:

  1. ASME B36.10, Welded and Seamless Wrought-Steel Pipe
  2. ASTM A 53, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless
  3. ASTM A 106, Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service [NFPA 54:5.6.2.2]

1209.5.2.3 Copper and brass pipe shall not be used if the gas contains more than an average of 0.3 grains of hydrogen sulfide per one-hundred (100) scf of gas (0.7 mg/100 L). [NFPA 54:5.6.2.3]

Threaded copper, brass, or aluminum alloy pipe shall not be used with gases corrosive to such material. [NFPA 54:5.6.2.4]

1209.5.2.4 Aluminum alloy pipe shall comply with ASTM B 241, Standard Specification for Aluminum-Alloy Seamless Pipe and Seamless Extruded Tube (except that the use of alloy 5456 is prohibited) and shall be marked at each end of length indicating compliance. Aluminum alloy pipe shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation or is subject to repeated wettings by such liquids as water, detergents, or sewage. [NFPA 54:5.6.2.5] Aluminum alloy pipe shall not be used in exterior locations or underground. [NFPA 54:5.6.2.6]

1209.5.3 Metallic Tubing. Seamless copper, aluminum alloy, or steel tubing shall not be used with gases corrosive to such material. [NFPA 54:5.6.3]

1209.5.3.1 Steel tubing shall comply with ASTM A 254, Standard Specification for Copper Brazed Steel Tubing. [NFPA 54-09:5.6.3.1]

1209.5.3.2 Copper and brass tubing shall not be used if the gas contains more than an average of 0.3 grains of hydrogen sulfide per one-hundred (100) scf of gas (0.7 mg/100 L). Copper tubing shall comply with standard Type K or L of ASTM B 88, Standard Specification for Seamless Copper Water Tube, or ASTM B 280, Specification for Seamless Copper Tube for Air-Conditioning and Refrigeration Field Service. [NFPA 54:5.6.3.2]

1209.5.3.3 Aluminum alloy tubing shall comply with ASTM B 210, Standard Specification for Aluminum Alloy Drawn Seamless Tubes, or ASTM B 241, Standard Specification for Aluminum Alloy Seamless Pipe and Seamless Extruded Tube. Aluminum alloy tubing shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation or is subject to repeated wettings by liquids such as water, detergent, or sewage. Aluminum alloy tubing shall not be used in exterior locations or underground. [NFPA 54:5.6.3.3]

1209.5.3.4 Corrugated stainless steel tubing shall be tested and listed in compliance with the construction, installation, and performance requirements of CSA LC-1, Standard for Fuel Gas Piping Systems Using Corrugated Stainless Steel Tubing. [NFPA 54:5.6.3.4]

1209.5.4 Plastic Pipe, Tubing, and Fittings. Plastic pipe, tubing, and fittings used to supply fuel gas shall conform with ASTM D 2513, Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing, and Fittings. Pipe to be used shall be marked "gas"and "ASTM D 2513.” [NFPA 54:5.6.4.1]

Anodeless risers shall comply with the following [NFPA 54:5.6.4.3]:

1209.5.4.1 Regulator Vent Piping. Plastic pipe, tubing, and fittings used to connect regulator vents to remote vent terminations shall be PVC conforming to UL 651, Schedule 40 and 80 Rigid PVC Conduit and Fittings. PVC vent piping shall not be installed indoors. [NFPA 54-09:5.6.4.2]

1209.5.4.2 Factory-assembled anodeless risers shall be recommended by the manufacturer for the gas used and shall be leak-tested by the manufacturer in accordance with written procedures. [NFPA 54:5.6.4.3(1)]

204

1209.5.4.3 Service head adapters and field-assembled anodeless risers incorporating service head adapters shall be recommended by the manufacturer for the gas used by the manufacturer and shall be design-certified to meet the requirements of Category I of ASTM D 2513, Standard Specification for Thermostatic Gas Pressure Pipe, Tubing, and Fittings and the code of Federal Regulations, Title 49, Part 192.281(e). The manufacturer shall provide the user with qualified installation instructions as prescribed by the code of Federal Regulations, Title 49, Part 192.283(b). [NFPA 54:5.6.4.3(2)]

1209.5.4.4 The use of plastic pipe, tubing, and fittings in undiluted liquefied petroleum gas-piping systems shall be in accordance with NFPA 58, Liquefied Petroleum Gas Code. [NFPA 54:5.6.4.3(3)]

1209.5.5 Workmanship and Defects. Gas pipe or tubing and fittings shall be clear and free from cutting burrs and defects in structure or threading, and shall be thoroughly brushed and chip and scale blown. Defects in pipe, tubing, and fittings shall not be repaired. Defective pipe, tubing, and fittings shall be replaced. [NFPA 54:5.6.5]

1209.5.6 Protective Coating. Where in contact with material or atmosphere exerting a corrosive action, metallic piping and fittings coated with a corrosion-resistant material shall be used. External or internal coatings or linings used on piping or components shall not be considered as adding strength. [NFPA 54:5.6.6]

1209.5.7 Metallic Pipe Threads.

  1. Specifications for Pipe Threads. Metallic pipe and fitting threads shall be taper pipe threads and shall comply with ASME B1.20.1, Standard for Pipe Threads, General Purpose (Inch). [NFPA 54:5.6.7.1]
  2. Damaged Threads. Pipe with threads that are stripped, chipped, corroded, or otherwise damaged shall not be used. Where a weld opens during the operation of cutting or threading, that portion of the pipe shall not be used. [NFPA 54:5.6.7.2]
  3. Number of Threads. Field threading of metallic pipe shall be in accordance with Table 12-2. [NFPA 54:5.6.7.3]
  4. Thread Compounds. Thread (joint) compounds (pipe dope) shall be resistant to the action of liquefied petroleum gas or to any other chemical constituents of the gases to be conducted through the piping. [NFPA 54:5.6.7.4]

1209.5.8 Metallic Piping Joints and Fittings. The type of piping joint used shall be suitable for the pressure-temperature conditions and shall be selected giving consideration to joint tightness and mechanical strength under the service conditions. The joint shall be able to sustain the maximum end force due to the internal pressure and any additional forces due to temperature expansion or contraction, vibration, fatigue, or to the weight of the pipe and its contents. [NFPA 54:5.6.8]

TABLE 12-2
SPECIFICATIONS FOR THREADING METALLIC PIPE [NFPA 54: TABLE 5.6.7.3]
IRON PIPE SIZE (in.)APPROXIMATE LENGTH OF THREADED PORTION (in.)APPROXIMATE NO. OF THREADS TO BE CUT
For SI units, 1 in. = 25.4 mm.
½¾10
¾¾10
17/810
111
111
2111
12
312
41 5/813

1209.5.8.1 Pipe Joints. Pipe joints shall be threaded, flanged, brazed, or welded. Where nonferrous pipe is brazed, the brazing materials shall have a melting point in excess of 1,000°F (538°C). Brazing alloys shall not contain more than 0.05 percent phosphorus. [NFPA 54:5.6.8.1]

1209.5.8.2 Tubing Joints. Tubing joints shall either be made with approved gas tubing fittings, be brazed with a material having a melting point in excess of 1,000°F (538°C), or made by press-connect fittings complying with CSA LC-4, Standard for Press-connect Copper and Copper Alloy Fittings for Use in Fuel Gas Distribution Systems. Brazing alloys shall not contain more than 0.05 percent phosphorus. [NFPA 54:5.6.8.2]

1209.5.8.3 Flared Joints. Flared joints shall be used only in systems constructed from nonferrous pipe and tubing where experience or tests have demonstrated that the joint is suitable for the conditions and where provisions are made in the design to prevent separation of the joints. [NFPA 54:5.6.8.3]

1209.5.8.4 Metallic Fittings (Including Valves, Strainers, Filters).

  1. Threaded fittings in sizes exceeding four (4) inches (100 mm) shall not be used unless acceptable to the Authority Having Jurisdiction.
  2. Fittings used with steel or wrought-iron pipe shall be steel, brass, bronze, malleable iron, or cast-iron.
  3. Fittings used with copper or brass pipe shall be copper, brass, or bronze.
  4. Fittings used with aluminum alloy pipe shall be of aluminum alloy.
  5. Cast-Iron Fittings.
    1. Flanges shall be permitted.
    2. Bushings shall not be used.
    3. Fittings shall not be used in systems containing flammable gas-air mixtures.205
    4. Fittings in sizes four (4) inches (100 mm) and larger shall not be used indoors unless approved by the Authority Having Jurisdiction.
    5. Fittings in sizes six (6) inches (150 mm) and larger shall not be used unless approved by the Authority Having Jurisdiction.
  6. Aluminum Alloy Fittings. Threads shall not form the joint seal.
  7. Zinc-Aluminum Alloy Fittings. Fittings shall not be used in systems containing flammable gas-air mixtures.
  8. Special Fittings. Fittings such as couplings; proprietary-type joints; saddle tees; gland-type compression fittings; and flared, flareless, or compression-type tubing fittings shall be (1) used within the fitting manufacturers” pressure-temperature recommendations; (2) used within the service conditions anticipated with respect to vibration, fatigue, thermal expansion, or contraction; (3) installed or braced to prevent separation of the joint by gas pressure or external physical damage; and (4) acceptable to the Authority Having Jurisdiction. [NFPA 54:5.6.8.4]

1209.5.9 Plastic Piping, Joints, and Fittings. Plastic pipe, tubing, and fittings shall be joined in accordance with the manufacturers” instructions. The following shall be observed when making such joints [NFPA 54:5.6.9]:

  1. The joint shall be designed and installed so that the longitudinal pullout resistance of the joint shall be equal to the tensile strength of the plastic piping material. [NFPA 54:5.6.9(1)]
  2. Heat-fusion joints shall be made in accordance with AWS B2.4 Specification for Welding Procedure and Performance Qualification for Thermoplastics. Joints shall be made with the joining method recommended by the pipe manufacturer. Heat-fusion fittings shall be marked “ASTM D 2513.“ [NFPA 54:5.6.9(2)]
  3. Where compression-type mechanical joints are used, the gasket material in the fitting shall be compatible with the plastic piping and with the gas distributed by the system. An internal tubular rigid stiffener shall be used in conjunction with the fitting. The stiffener shall be flush with the end of the pipe or tubing, shall extend not less than the outside end of the pipe or tubing and shall extend not less than to the outside end of the compression fitting when installed. The stiffener shall be free of rough or sharp edges and shall not be a forced fit in the plastic. Split tubular stiffeners shall not be used. [NFPA 54:5.6.9(3)]
  4. Plastic piping joints and fittings for use in liquefied petroleum gas-piping systems shall be in accordance with NFPA 58, Liquefied Petroleum Gas Code [NFPA 54:5.6.9(4)]

1209.5.10 Flanges. Flanges shall comply with ASME B16.1, Standard for Cast-Iron Pipe Flanges and Flanged Fittings; ASME B16.20, Standard for Ring-Joint Gaskets and Grooves for Steel Pipe Flanges; or MSS SP-6, Standard Finishes for Contact Faces of Pipe Flanges and Connecting-End Flanges of Valves and Fittings. The pressure-temperature ratings shall equal or exceed that required by the application. [NFPA 54:5.6.10]

  1. Flange Facings. Standard facings shall be permitted for use under this code. Where one-hundred and fifty (150) psi (1,090 kPa) steel flanges are bolted to Class 125 cast-iron flanges, the raised face on the steel flange shall be removed. [NFPA 54:5.6.10.1]
  2. Lapped Flanges. Lapped flanges shall be used only above ground or in exposed locations accessible for inspection. [NFPA 54:5.6.10.2]

1209.5.11 Flange Gaskets. The material for gaskets shall be capable of withstanding the design temperature and pressure of the piping system and the chemical constituents of the gas being conducted without change to its chemical and physical properties. The effects of fire exposure to the joint shall be considered in choosing the material. [NFPA 54:5.6.11]

  1. Acceptable materials include the following [NFPA 54:5.6.11.1]:
    1. Metal or metal-jacketed asbestos (plain or corrugated)
    2. Asbestos
    3. Aluminum “O” rings and spiral-wound metal gaskets
  2. When a flanged joint is opened, the gasket shall be replaced. [NFPA 54:5.6.11.2]
  3. Full-face gaskets shall be used with all bronze and cast-iron flanges. [NFPA 54:5.6.11.3]

1209.6 Gas Meters.

1209.6.1 Capacity. Gas meters shall be selected for the maximum expected pressure and permissible pressure drop. [NFPA 54:5.7.1]

1209.6.2 Location.

  1. Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance. [NFPA 54:5.7.2.1]
  2. Gas meters shall not be placed where they will be subjected to damage, such as adjacent to a driveway; under a fire escape; in public passages, halls, or coalbins; or where they will be subject to excessive corrosion or vibration. [NFPA 54:5.7.2.2]
  3. Gas meters shall not be located where they will be subjected to extreme temperatures or sudden extreme changes in temperature. Meters shall not be located in areas where they are subjected to temperatures beyond those recommended by the manufacturer. [NFPA 54:5.7.2.4]

1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert a strain on the

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meters. Where flexible connectors are used to connect a gas meter to downstream piping at mobile homes in mobile home parks, the meter shall be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. [NFPA 54:5.7.3]

1209.6.4 Meter Protection. Meters shall be protected against overpressure, back-pressure, and vacuum where such conditions are anticipated. [NFPA 54:5.7.4]

1209.6.5 Identification. Gas piping at multiple meter installations shall be marked by a metal tag or other permanent means attached by the installing agency, designating the building or the part of the building being supplied. [NFPA 54:5.7.5]

1209.7 Gas Pressure Regulators.

1209.7.1 Where Required. A line gas pressure regulator or gas appliance pressure regulator, as applicable, shall be installed where the gas supply pressure exceeds that at which the branch supply line or gas utilization appliance is designed to operate or varies beyond design pressure limits. [NFPA 54:5.8.1]

1209.7.2 Listing. The line gas pressure regulator shall be listed in accordance with CSA Z21.80, Standard for Line Pressure Regulators. [NFPA 54:5.8.2]

1209.7.3 Location. The gas pressure regulator shall be accessible for servicing. [NFPA 54:5.8.3]

1209.7.4 Regulator Protection. Pressure regulators shall be protected against physical damage. [NFPA 54:5.8.4]

1209.7.5 Venting.

  1. Line Gas Pressure Regulators.
    1. An independent vent to the outside of the building, sized in accordance with the regulator manufacturer's instructions, shall be provided where the location of a regulator is such that a ruptured diaphragm will cause a hazard. Where there is more than one (1) regulator at a location, each regulator shall have a separate vent to the outside or, if approved by the Authority Having Jurisdiction, the vent lines shall be permitted to be manifolded in accordance with accepted engineering practices to minimize back-pressure in the event of diaphragm failure (See NFPA 54:5.9.7 for information on properly locating the vent.). Materials for vent piping shall be in accordance with Section 1209.5.

      Exception: A regulator and vent limiting means combination listed as complying with CSA Z21.80, Standard for Line Pressure Regulators, shall be permitted to be used without a vent to the outdoors.

    2. The vent shall be designed to prevent the entry of water, insects, or other foreign materials that could cause blockage.
    3. At locations where regulators might be submerged during floods, a special antiflood-type breather vent fitting shall be installed, or the vent line shall be extended above the height of the expected flood waters.
    4. A regulator shall not be vented to the gas appliance flue or exhaust system. [NFPA 54:5.8.5.1]
  2. Venting of Gas Appliance Pressure Regulators. Venting of gas appliance pressure regulators shall comply with the following requirements:
    1. Gas appliance pressure regulators requiring access to the atmosphere for successful operation shall be equipped with vent piping leading outdoors or, if the regulator vent is an integral part of the appliance, into the combustion chamber adjacent to a continuous pilot, unless constructed or equipped with a vent-limiting means to limit the escape of gas from the vent opening in the event of diaphragm failure.
    2. Vent-limiting means shall be employed on listed gas appliance pressure regulators only.
    3. In the case of vents leading outdoors, means shall be employed to prevent water from entering this piping and also to prevent blockage of vents by insects and foreign matter.
    4. Under no circumstances shall a regulator be vented to the gas utilization appliance flue or exhaust system.
    5. In the case of vents entering the combustion chamber, the vent shall be located so the escaping gas will be readily ignited by the pilot and the heat liberated thereby will not adversely affect the normal operation of the safety shutoff system. The terminus of the vent shall be securely held in a fixed position relative to the pilot. For manufactured gas, the need for a flame arrester in the vent piping shall be determined.
    6. Vent lines from a gas appliance pressure regulator and bleed lines from a diaphragm-type valve shall not be connected to a common manifold terminating in a combustion chamber.
      Vent lines shall not terminate in positive-pressure-type combustion chambers. [NFPA 54:9.1.19]
  3. Discharge of Vents.
    1. The discharge stacks, vents, or outlet parts of all pressure-relieving and pressure-limiting devices shall be located so that gas is safely discharged into the outside atmosphere.
    2. Discharge stacks or vents shall be designed to prevent the entry of water, insects, or any other foreign material that could cause blockage. The discharge stack or vent line shall be not less than the same size as the outlet of the pressure relieving device. [NFPA 54:5.9.7]

1209.7.6 Bypass Piping. Valved and regulated bypasses shall be permitted to be placed around gas line pressure regulators where continuity of service is imperative. [NFPA 54:5.8.6]

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1209.7.7 Identification. Line pressure regulators at multiple regulator installations shall be marked by a metal tag or other permanent means designating the building or the part of the building being supplied. [NFPA 54:5.8.7]

1209.8 Back-Pressure Protection.

1209.8.1 Where to Install. Protective devices shall be installed as close to the utilization appliance as practical, where the design of utilization appliances connected are such that air, oxygen, or standby gases could be forced into the gas supply system. [NFPA 54:5.10.1.1] Gas and air combustion mixers incorporating double diaphragm “zero” or “atmosphere” governors or regulators shall require no further protection unless connected directly to compressed air or oxygen at pressure of five (5) psi (34 kPa) or more. [NFPA 54:5.10.1.2]

1209.8.2 Protective Devices. Protective devices shall include but not be limited to the following:

  1. Check valves
  2. Three-way valves (of the type that completely closes one side before starting to open the other side)
  3. Reverse flow indicators controlling positive shutoff valves
  4. Normally closed air-actuated positive shutoff pressure regulators [NFPA 54:5.10.2]

1209.9 Low-Pressure Protection. A protective device shall be installed between the meter and the gas utilization appliance if the operation of the appliance (i.e., gas compressors) is such that it could produce a vacuum or a dangerous reduction in gas pressure at the meter. Such devices include, but are not limited to, mechanical, diaphragm-operated, or electrically operated low-pressure shutoff valves. [NFPA 54:5.11]

1209.10 Shutoff Valves. Shutoff valves shall be approved and shall be selected giving consideration to pressure drop, service involved, emergency use, and reliability of operation. Shutoff valves of size one (1) inch (25 mm) National Pipe Thread and smaller shall be listed. [NFPA 54:5.12]

1209.11 Expansion and Flexibility.

1209.11.1 Design. Piping systems shall be designed to have sufficient flexibility to prevent thermal expansion or contraction from causing excessive stresses in the piping material, excessive bending or loads at joints, or undesirable forces or moments at points of connections to equipment and at anchorage or guide points. Formal calculations or model tests shall be required only where reasonable doubt exists as to the adequate flexibility of the system. [NFPA 54:5.13.1]

Flexibility shall be provided by the use of bends, loops, offsets, or couplings of the slip type. Provision shall be made to absorb thermal changes by the use of expansion joints of the bellows type, or by the use of “ball” or “swivel” joints. Expansion joints of the slip type shall not be used inside buildings or for thermal expansion. Where expansion joints are used, anchors or ties of sufficient strength and rigidity shall be installed to provide for end forces due to fluid pressure and other causes. [NFPA 54:5.13.1.1]

Pipe alignment guides shall be used with expansion joints according to the recommended practice of the joint manufacturer. [NFPA 54:5.13.1.2]

1209.11.2 Special Local Conditions. Where local conditions include earthquake, tornado, unstable ground, or flood hazards, special consideration shall be given to increased strength and flexibility of piping supports and connections. [NFPA 54:5.13.2]

1210.0 Excess Flow Valve.

Where automatic excess flow gas valves are installed, they shall be listed, sized, and installed in accordance with the manufacturer”s instructions. [NFPA 54-09:5.13]

1211.0 Gas Piping Installation.

1211.1 Piping Underground.

1211.1.1 Clearances. Underground gas piping shall be installed with sufficient clearance from any other under ground structure to avoid contact therewith, to allow maintenance, and to protect against damage from proximity to other structures. In addition, underground plastic piping shall be installed with sufficient clearance or shall be installed with sufficient clearance or shall be insulated from any source of heat so as to prevent the heat from impairing the serviceability of the pipe. [NFPA 54:7.1.1]

1211.1.2 Protection Against Damage.

  1. Cover Requirements. Underground piping systems shall be installed with a minimum of eighteen (18) inches (460 mm) of cover. Where external damage to the pipe is not likely to result, the cover shall be a minimum of twelve (12) inches (300 mm). Where a minimum of twelve (12) inches (300 mm) of cover cannot be provided, the pipe shall be installed in conduit or bridged (shielded). [NFPA 54:7.1.2.1]
  2. Trenches. The trench shall be graded so that the pipe has a firm, substantially continuous bearing on the bottom of the trench. [NFPA 54:7.1.2.2]
  3. Backfilling. Where flooding of the trench is done to consolidate the backfill, care shall be exercised to see that the pipe is not floated from its firm bearing on the trench bottom. [NFPA 54:7.1.2.3]

1211.1.3 Protection Against Corrosion. Gas piping in contact with earth or other material that could corrode the piping shall be protected against corrosion in an approved manner. When dissimilar metals are joined underground, an insulating coupling or fitting shall be used. Piping shall not be laid in contact with cinders. Uncoated threaded or socket-welded joints shall not be used in piping in contact with soil or where internal or external crevice corrosion is known to occur. [NFPA 54:7.1.3]

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1211.1.4 Protection Against Freezing. Where the formation of hydrates or ice is known to occur, piping shall be protected against freezing. [NFPA 54:7.1.4]

1211.1.5 Piping Through Foundation Wall. Underground piping installed through the outer foundation or basement wall of a building, shall be encased in a protective sleeve or protected by an approved device or method. The space between the gas piping and the building or sleeve shall be sealed to prevent entry of gas and water. [NFPA 54:7.1.5]

1211.1.6 Piping Underground Beneath Buildings. Where the installation of gas piping underground beneath buildings is unavoidable, the piping shall be encased in an approved conduit designed to withstand the superimposed loads. [NFPA 54:7.1.6] The conduit shall extend into a normally usable and accessible portion of the building and, at the point where the conduit terminates in the building, the space between the conduit and the gas piping shall be sealed to prevent the possible entrance of any gas leakage. Where the end sealing is of a type that will retain the full pressure of the pipe, the conduit shall be designed for the same pressure as the pipe. The conduit shall extend not less than (4) inches (100 mm) outside the building, be vented above grade to the outside, and be installed so as to prevent the entrance of water and insects. [NFPA 54:7.1.6.1]

1211.1.7 Plastic Pipe.

  1. Connection of Plastic Piping. Plastic pipe shall be installed outside, underground only. [NFPA 54:7.1.7.1]

    Exceptions:

    1. Plastic pipe shall be permitted to terminate above ground where an anodeless riser is used.
    2. Plastic pipe shall be permitted to terminate with a wall head adapter above ground in buildings, including basements, where the plastic pipe is inserted in a piping material permitted for use in buildings.
  2. Connections Between Metallic and Plastic Piping. Connections made between metallic and plastic piping shall be made only with fittings conforming to one of the following:
    1. ASTM D 2513, Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing, and Fittings, Category I transition fittings.
    2. ASTM F 1973, Standard Specification for Factory Assembled Anodeless Risers and Transition Fittings in Polyethylene (PE) and Polyamide 11 (PA11) Fuel Gas Distribution Systems.
    3. ASTM F 2509, Standard Specification for Field-Assembled Anodeless Riser Kits for Use on Outside Diameter Controlled Polyethylene Gas Distribution Pipe and Tubing. [NFPA 54-09:7.1.7.2]
  3. An electrically continuous corrosion-resistant tracer wire (minimum AWG 14) or tape shall be buried with the plastic pipe to facilitate locating. One (1) end shall be brought above ground at a building wall or riser. [NFPA 54:7.1.7.3]

1211.2 Installation of Piping.

1211.2.1 Piping installed above ground shall be securely supported and located where it will be protected from physical damage (also See Section 1211.1.4). Where passing through an outside wall, the piping shall also be protected against corrosion by coating or wrapping with an inert material approved for such applications. Where piping is encased in a protective pipe sleeve, the annular space between the gas piping and the sleeve shall be sealed at the wall to prevent the entry of water, insects, or rodents. [NFPA 54:7.2.1]

1211.2.2 Building Structure.

  1. The installation of gas piping shall not cause structural stresses within building components to exceed allowable design limits. [NFPA 54:7.2.2.1]
  2. Approval shall be obtained before any beams or joists are cut or notched. [NFPA 54:7.2.2.2] Permission shall be obtained from the Authority Having Jurisdiction.

1211.2.3 Other than Dry Gas. Drips, sloping, protection from freezing, and branch pipe connections, as provided for in Section 1211.1.4, Section 1211.8.1, and Section 1211.10, shall be provided when other than dry gas is distributed and climactic conditions make such provisions necessary. [NFPA 54:7.2.3]

1211.2.4 Gas Piping to be Sloped. Piping for other than dry gas conditions shall be sloped not less than one fourth (¼) inch in fifteen (15) feet (8 mm in 4,572 mm) to prevent traps. [NFPA 54:7.2.4]

1211.2.4.1 Ceiling Locations. Gas piping shall be permitted to be installed in accessible spaces between a fixed ceiling and a dropped ceiling, whether or not such spaces are used as a plenum. Valves shall not be located in such spaces.

Exception: Appliance shutoff valves required by this code shall be permitted to be installed in accessible spaces containing vented gas utilization appliances.

1211.2.5 Prohibited Locations. Gas piping inside any building shall not be installed in or through a circulating air duct, clothes chute, chimney or gas vent, ventilating duct, dumbwaiter, or elevator shaft. [NFPA 54:7.2.5] This provision shall not apply to ducts used to provide combustion and ventilation air in accordance with Section 507.0 or to above-ceiling spaces as covered in Section 1211.2.4.1.

1211.2.6 Hangers, Supports, and Anchors.

  1. Piping shall be supported with metal pipe hooks, metal pipe straps, metal bands, metal brackets, metal hangers, or building structural components, suitable for the size of piping, of adequate strength and quality; and located at intervals so as to prevent or damp out excessive vibration. Piping shall be anchored to prevent undue strains on connected equipment and shall not be supported by other piping. Pipe hangers 209and supports shall conform to the requirements of MSS SP-58, Pipe Hangers and Supports Materials, Design and Manufacture. [NFPA 54:7.2.6.1]
  2. Spacings of supports in gas-piping installations shall not exceed as shown in Table 12-3. Spacing of supports for CSST shall be in accordance with the CSST manufacturer”s instruction. [NFPA 54:7.2.6.2]
    TABLE 12-3
    SUPPORT OF PIPING
    STEEL PIPE, NOMINAL SIZE OF PIPE (in.)SPACING OF SUPPORTS (ft.)NOMINAL SIZE OF TUBING SMOOTH-WALL (in. O.D.)SPACING OF SUPPORTS (ft.)
    For SI units: 1 ft. = 0.305 m. [NFPA 54: Table 7.2.6.2]
    ½6½4
    ¾ or 185/8 or ¾6
    1¼ or larger (horizontal)107/8 or 1 (horizontal)8
    1¼ or larger (vertical)every floor level1 or larger (vertical)every floor level
  3. Supports, hangers, and anchors shall be installed so as not to interfere with the free expansion and contraction of the piping between anchors. All parts of the supporting equipment shall be designed and installed so they will not be disengaged by movement of the supported piping. [NFPA 54:7.2.6.3]

1211.2.7 Removal of Pipe. Where piping containing gas is to be removed, the line shall be first disconnected from sources of gas and then thoroughly purged with air, water, or inert gas before any cutting or welding is done (See Section 1214.6.). [NFPA 54:7.2.7]

1211.3 Concealed Piping in Buildings.

1211.3.1 General. Gas piping in concealed locations shall be installed in accordance with this section. [NFPA 54:7.3.1]

1211.3.2 Connections. Where gas piping is to be concealed, unions, tubing fittings, right and left couplings, bushings, swing joints, and compression couplings made by combinations of fittings shall not be used. Connections shall be of the following type:

  1. Pipe fittings such as elbows, tees, and couplings.
  2. Joining tubing by brazing (See Section 1209.5.8.2).
  3. Fittings listed for use in concealed spaces that have been demonstrated to sustain, without leakage, any forces due to temperature expansion or contraction, vibration, or fatigue based on their geographic location, application, or operation.
  4. Where necessary to insert fittings in gas pipe that has been installed in a concealed location, the pipe shall be reconnected by welding, flanges, or the use of a ground joint union with the nut center-punched to prevent loosening by vibration. [NFPA 54:7.3.2]

1211.3.3 Piping in Partitions. Concealed gas piping shall not be located in solid partitions. [NFPA 54:7.3.3]

1211.3.4 Tubing in Partitions. This provision shall not apply to tubing that pierces walls, floors, or partitions or to tubing installed vertically and horizontally inside hollow walls or partitions without protection along its entire concealed length where both of the following requirements are met:

  1. A steel striker barrier not less than 0.0508 inches (1.3 mm) thick, or equivalent, is installed between the tubing, the finished wall and extends at least 4 inches (100 mm) beyond concealed penetrations of plates, fire stops, wall studs, and so on.
  2. The tubing is installed in single runs and is not rigidly secured. [NFPA 54:7.3.4]

1211.3.5 Piping in Floors. In industrial occupancies, gas piping in solid floors such as concrete shall be laid in channels in the floor and covered to permit access to the piping with minimum damage to the building. Where piping in floor channels could be exposed to excessive moisture or corrosive substances, the piping shall be protected in an approved manner. [NFPA 54:7.3.5.1]

Exception: In other than industrial occupancies and where approved by the Authority Having Jurisdiction, gas piping embedded in concrete floor slabs constructed with portland cement shall be surrounded with a minimum of one and one half (1 ½) inches (38 mm) of concrete and shall not be in physical contact with other metallic structures such as reinforcing rods or electrically neutral conductors. Piping, fittings, and risers shall be protected against corrosion in accordance with Section 1209.5.6. Piping shall not be embedded in concrete slabs containing quick-set additives or cinder aggregate. [NFPA 54:7.3.5.2]

1211.4 Piping in Vertical Chases (See Section 1202.0.). Where gas piping exceeding five (5) psi (34 kPa) is located within vertical chases in accordance with Section 1211.5, the requirements of Sections 1211.5.1 through 1211.5.3 shall apply. [NFPA 54:7.4]

1211.5 Maximum Design Operating Pressure. The maximum design operating pressure for piping systems located inside buildings shall not exceed five (5) psi (34 kPa) unless one (1) or more of the following conditions are met:

  1. The piping system is welded.
  2. The piping is located in a ventilated chase or otherwise enclosed for protection against accidental gas accumulation.
  3. The piping is located inside buildings or separate areas of buildings used exclusively for one of the following:
    1. Industrial processing or heating
    2. Research
    3. Warehousing
    4. Boiler or mechanical equipment rooms
  4. The piping is a temporary installation for buildings under construction.
  5. The piping serves appliances or equipment used for agricultural purposes.210
  6. The piping system is an LP-Gas piping system with a design operating pressure greater than 20 psi and complies with NFPA 54:5.5.2. Liquefied Petroleum Gas Systems designed to operate below -5°F (-21°C) with butane or a propane-butane mix shall be designed to either accommodate liquid LP-Gas or to prevent LP-Gas vapor from condensing back into liquid. [NFPA 54-09:5.5.1]

1211.5.1 Pressure Reduction (See Section 1202.0). Where pressure reduction is required in branch connections for compliance with Section 1211.5, such reduction shall take place either inside the chase or immediately adjacent to the outside wall of the chase. Regulator venting and downstream overpressure protection shall comply with Section 1209.7.4 and NFPA Section 5.9. The regulator shall be accessible for service and repair and vented in accordance with one (1) of the following:

  1. Where the fuel gas is lighter than air, regulators equipped with a vent-limiting means shall be permitted to be vented into the chase. Regulators not equipped with a vent-limiting means shall be permitted to be vented either directly to the outdoors or to a point within the top one (1) foot (0.3 m) of the chase.
  2. Where the fuel gas is heavier than air, the regulator vent shall be vented only directly to the outdoors. [NFPA 54:7.4.1]

1211.5.2 Liquefied Petroleum Gas Systems. The maximum operating pressure of LP-Gas piping systems shall be:

  1. In accordance with Section 1211.5.1;
  2. In accordance with NFPA 58, Liquefied Petroleum Gas Code, where the pressure exceeds twenty (20) (138 kPa) psi and;
  3. Designed to either accommodate liquid LP-Gas or prevent LP-Gas vapor from condensing back into a liquid in buildings having systems designed to operate below -5°F (-21°C) or with butane or a propanebutane mix.

1211.5.3 Construction. Chase construction shall comply with local building codes with respect to fire resistance and protection of horizontal and vertical openings. [NFPA 54:7.4.2]

1211.5.4 Ventilation. A chase shall be ventilated to the outdoors and only at the top. The openings shall have a minimum free area (in square inches) equal to the product of one-half (½) of the maximum pressure in the piping (in psi) times the largest nominal diameter of that piping (in inches), or the cross-sectional area of the chase, whichever is smaller. Where more than one (1) fuel gas piping system is present, the free area for each system shall be calculated and the largest area used. [NFPA 54:7.4.3]

1211.6 Appliance Over Pressure Protection. The maximum operating pressure for piping systems serving appliances designed to operate at fourteen (14) inches w.c. inlet pressure or less shall be two (2) psig unless an over-pressure protection device designed to limit pressure at the appliance to two (2) psig upon failure of the line gas pressure regulator is installed.

1211.7 Gas Pipe Turns. Changes in direction of gas pipe shall be made by the use of fittings, or factory bends. [NFPA 54:7.5]

1211.7.1 Metallic Pipe. Metallic pipe bends shall comply with the following:

  1. Bends shall be made only with bending equipment and procedures intended for that purpose.
  2. Bends shall be smooth and free from buckling, cracks, or other evidence of mechanical damage.
  3. The longitudinal weld of the pipe shall be near the neutral axis of the bend.
  4. The pipe shall not be bent through an are of more than 90 degrees.
  5. The inside radius of a bend shall be not less than six (6) times the outside diameter of the pipe. [NFPA 54:7.5.1]

1211.7.2 Plastic Pipe. Plastic pipe bends shall comply with the following:

  1. The pipe shall not be damaged and the internal diameter of the pipe shall not be effectively reduced.
  2. Joints shall not be located in pipe bends.
  3. The radius of the inner curve of such bends shall be not less than twenty-five (25) times the inside diameter of the pipe.
  4. Where the piping manufacturer specifies the use of special bending equipment or procedures, such equipment or procedures shall be used. [NFPA 54:7.5.2]

1211.7.3 Elbows. Factory-made welding elbows or transverse segments cut therefrom shall have an arc length measured along the crotch of at least one (1) inch (25 mm) for pipe sizes two (2) inches and larger. [NFPA 54:7.5.3]

1211.8 Drips and Sediment Traps.

1211.8.1 Provide Drips Where Necessary. For other than dry gas conditions, a drip shall be provided at any point in the line of pipe where condensate could collect. Where required by the Authority Having Jurisdiction or the serving gas supplier, a drip shall also be provided at the outlet of the meter. This drip shall be so installed as to constitute a trap wherein an accumulation of condensate will shut off the flow of gas before it will run back into the meter. [NFPA 54:7.6.1]

1211.8.2 Location of Drips. Drips shall be installed only in such locations that they will be readily accessible to permit cleaning or emptying. A drip shall not be located where the condensate is likely to freeze. [NFPA 54:7.6.2]

1211.8.3 Sediment Traps (See Section 1212.7).

1211.9 Outlets.

1211.9.1 Location and Installation.

  1. The outlet fittings or piping shall be securely fastened in place. [NFPA 54:7.7.1.1]211
  2. Outlets shall not be located behind doors. [NFPA 54:7.7.1.2]
  3. Outlets shall be located far enough from floors, walls, patios, slabs, and ceilings to permit the use of wrenches without straining, bending, or damaging the piping. [NFPA 54:7.7.1.3]
  4. The unthreaded portion of gas piping outlets shall extend not less than one (1) inch (25 mm) through finished ceilings or indoor or outdoor walls. [NFPA 54:7.7.1.4]
  5. The unthreaded portion of gas piping outlets shall extend not less than two (2) inches (50 mm) above the surface of floors or outdoor patios or slabs. [NFPA 54:7.7.1.5]
  6. The provisions of Sections 1211.7.1(4) and (5) shall not apply to listed quick-disconnect devices of the flush-mounted type or listed gas convenience outlets. Such devices shall be installed in accordance with the manufacturer’s installation instructions. [NFPA 54:7.7.1.6]

1211.9.2 Cap Outlets.

  1. Each outlet, including a valve, shall be closed gastight with a threaded plug or cap immediately after installation and shall be left closed until the gas utilization appliance is connected thereto. When an appliance is disconnected from an outlet and the outlet is not to be used again immediately, it shall be closed gas-tight. [NFPA 54:7.7.2.1]

    Exceptions:

    1. Laboratory equipment installed in accordance with Section 1212.2(A) shall be permitted.
    2. The use of a listed quick-disconnect device with integral shutoff or listed gas convenience outlet shall be permitted.
  2. Appliance shutoff valves installed in fireplaces shall be removed and the piping capped gas-tight where the fireplace is used for solid-fuel burning. [NFPA 54:7.7.2.2]

1211.10 Branch Pipe Connection. When a branch outlet is placed on a main supply line before it is known what size pipe will be connected to it, the outlet shall be of the same size as the line that supplies it. [NFPA 54:7.8]

1211.11 Manual Gas Shutoff Valves (Also See Section 1212.5).

1211.11.1 Valves at Regulators. An accessible gas shutoff valve shall be provided upstream of each gas pressure regulator. Where two (2) gas pressure regulators are installed in series in a single gas line, a manual valve shall not be required at the second regulator. [NFPA 54:7.9.1]

1211.11.2 Valves Controlling Multiple Systems.

  1. Accessibility of Gas Valves. Main gas shutoff valves controlling several gas piping systems shall be readily accessible for operation and installed so as to be protected from physical damage. They shall be marked with a metal tag or other permanent means attached by the installing agency so that the gas piping systems supplied through them can be readily identified. [NFPA 54:7.9.2.1]
  2. Shutoff Valves for Multiple House Lines. In multiple-tenant buildings supplied through a master meter, or through one (1) service regulator where a meter is not provided, or where meters or service regulators are not readily accessible from the equipment location, an individual shutoff valve for each apartment or tenant line shall be provided at a convenient point of general accessibility.

In a common system serving a number of individual buildings, shutoff valves shall be installed at each building. [NFPA 54:7.9.2.2]

1211.11.3 Emergency Shutoff Valves. An exterior shutoff valve to permit turning off the gas supply to each building in an emergency shall be provided. The emergency shutoff valves shall be plainly marked as such and their locations posted as required by the Authority Having Jurisdiction. [NFPA 54:7.9.2.3]

1211.11.4 Shutoff Valve For Laboratories. Each laboratory space containing two (2) or more gas outlets installed on tables, benches, or in hoods in educational, research, commercial and industrial occupancies shall have a single shutoff valve through which such gas outlets are supplied. The shutoff valve shall be accessible and shall be located within the laboratory or located adjacent to the laboratory’s egress door and shall be identified. [NFPA 54-09:7.9.2.4]

1211.12 Prohibited Devices. No device shall be placed inside the gas piping or fittings that will reduce the cross-sectional area or otherwise obstruct the free flow of gas, except where proper allowance in the piping system design has been made for such a device and where approved by the Authority Having Jurisdiction. [NFPA 54:7.10]

1211.13 Systems Containing Gas-Air Mixtures Outside the Flammable Range. Where gas-air mixing machines are employed to produce mixtures above or below the flammable range, they shall be provided with stops to prevent adjustment of the mixture to within or approaching the flammable range. [NFPA 54:7.11]

1211.14 Systems Containing Flammable Gas-Air Mixtures. Systems containing flammable gas-air mixtures shall be in accordance with NFPA 54, National Fuel Gas Code.

1211.15 Electrical Bonding and Grounding.

1211.15.1 Pipe and Tubing other than CSST. Each above ground portion of a gas piping system other than CSST that is likely to become energized shall be electrically continuous and bonded to an effective ground-fault current path. Gas piping, other than CSST shall be considered to be bonded when it is connected to appliances

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that are connected to the appliance grounding conductor of the circuit supplying that appliance. [NFPA 54-09:7.13.1]

1211.15.2 CSST gas piping systems shall be bonded to the electrical service grounding electrode system at the point where the gas service enters the building. The bonding jumper shall be not smaller than six (6) AWG copper wire. [NFPA 54-09:7.13.2]

1211.15.3 Gas piping shall not be used as a grounding conductor or electrode. This does not preclude the bonding of metallic piping to a grounding system. [NFPA 54-09:7.13.3]

1211.15.4 Where a lightning protection system is installed, the bonding of the gas piping system shall be in accordance with NFPA 780, Standard for Installation of Lightning Protection Systems. [NFPA 54-09:7.13.4]

1211.16 Electrical Circuits. Electrical circuits shall not utilize gas piping or components as conductors. [NFPA 54:7.14]

Exception: Low-voltage (50V or less) control circuits, ignition circuits, and electronic flame detection device circuits shall be permitted to make use of piping or components as a part of an electric circuit.

1211.17 Electrical Connections.

  1. Electrical connections between wiring and electrically operated control devices in a piping system shall conform to the requirements of California Electrical Code.
  2. Any essential safety control depending on electric current as the operating medium shall be of a type that will shut off (fail safe) the flow of gas in the event of current failure. [NFPA 54:7.15.2]

1211.18 Earthquake-Actuated Gas Shutoff Valves. Earthquake-actuated gas shutoff valves, certified by the State Architect as conforming to California Referenced Standard 12-16-1, shall be provided for buildings when such installation is required by local ordinance. Earthquake-actuated gas shutoff valves which have not been certified by the State Architect shall be prohibited in buildings open to the public under mandatory installation by local ordinance.

An earthquake-actuated gas shutoff valve is a valve for installation in a gas piping system and designed to automatically shut off the gas at the location of the valve in the event of a seismic disturbance.

1212.0 Appliance Connections to Building Piping.

1212.1 Connecting Gas Appliances. Gas utilization appliances shall be connected to the building piping in compliance with Sections 1212.5 and 1212.6 by one of the following [NFPA 54:9.6.1]:

  1. Rigid metallic pipe and fittings. [NFPA 54:9.6.1(1)]
  2. Semirigid metallic tubing and metallic fittings. Aluminum alloy tubing shall not be used in exterior locations. [NFPA 54:9.6.1(2)]
  3. Listed flexible gas connectors in compliance with CSAZ21.24, Standard for Connectors for Gas Appliances. The connector shall be used in accordance with the terms of their listing that are completely in the same room as the appliance. [NFPA 54:9.6.1(3)]
  4. CSST where installed in accordance with the manufacturer’s instructions. [NFPA 54:9.6.1(5)]
  5. Listed nonmetallic gas hose connectors in accordance with Section 1212.3. [NFPA 54:9.6.1(6)]
  6. Gas-fired food service (commercial cooking) appliances listed for use with casters or otherwise subject to movement for cleaning, and other large and heavy gas utilization appliances that can be moved, shall be connected in accordance with the connector manufacturer’s installation instructions using a listed appliance connector complying with CSAZ21.69, Standard for Connectors for Movable Gas Appliances. The commercial cooking appliance connector installation shall be configured in accordance with the manufacturer’s installation instructions. (NFPA 54:9.6.1.1)
  7. Movement of appliances with casters shall be limited by a restraining device installed in accordance with the connector and appliance manufacturer’s installation instructions. [NFPA 54-09:9.6.1.2]
  8. In Section 1212.1(2), (3), and (5), the connector or tubing shall be installed so as to be protected against physical and thermal damage. Aluminum alloy tubing and connectors shall be coated to protect against external corrosion where they are in contact with masonry, plaster, insulation, or are subject to repeated wettings by such liquids as water (except rain water), detergents, or sewage.[NFPA 54:9.6.1(7)]

1212.2 Suspended Low-Intensity Infrared Tube Heaters. Suspended low-intensity infrared tube heaters shall be connected to the building piping system with a connector listed for the application in accordance with CSA Z21.24⁄CGA 6.10, Connectors for Gas Appliances. [NFPA 54-09:9.6.1.3]

  1. The connector shall be installed in accordance with the tube heater installation instructions, and shall be in the same room as the appliance.
  2. Only one connector shall be used per appliance.

1212.3 Use of Nonmetallic Gas Hose Connectors. Listed nonmetallic gas hose connectors shall be used in accordance with the terms of their listing and as follows [NFPA 54:9.6.2]:

  1. Indoor. Indoor gas hose connectors shall be used only to connect laboratory, shop, and ironing equipment requiring mobility during operation. An equipment shutoff valve shall be installed where the connector is attached to the building piping. The connector shall be of minimum length and shall not exceed six (6) feet (1,829 mm). The connector shall not be concealed and shall not extend from one (1) room to another or pass through wall partitions, ceilings, or floors.
  2. Outdoor. Outdoor gas hose connectors are permitted to connect portable outdoor gas-fired appliances. An appliance shutoff valve, a listed quick-disconnect device, or a listed gas convenience outlet shall be installed where the connector is attached to the supply piping and in such a manner to prevent the accumulation of water or foreign matter. This connection shall be made only in the outdoor area where the appliance is to be used. The connector length shall not exceed fifteen (15) feet (4,572 mm).

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1212.4 Connection of Portable and Mobile Industrial Gas Appliance.

  1. Where portable industrial gas utilization appliances, or appliances requiring mobility or subject to vibration, are connected to the building gas piping system by the use of a flexible hose, the hose shall be suitable and safe for the conditions under which it can be used. [NFPA 54:9.6.3.1]
  2. Where industrial gas utilization appliances requiring mobility are connected to the rigid piping by the use of swivel joints or couplings, the swivel joints or couplings shall be suitable for the service required, and only the minimum number required shall be installed. [NFPA 54:9.6.3.2]
  3. Where industrial gas utilization appliances subject to vibration are connected to the building piping system by the use of all-metal flexible connectors, the connectors shall be suitable for the service required. [NFPA 54:9.6.3.3]
  4. Where flexible connections are used, they shall be of the minimum practical length and shall not extend from one (1) room to another or pass through any walls, partitions, ceilings, or floors. Flexible connections shall not be used in any concealed location. They shall be protected against physical or thermal damage and shall be provided with gas shutoff valves in readily accessible locations in rigid piping upstream from the flexible connections. [NFPA 54:9.6.3.4]

1212.5 Appliance Shutoff Valves and Connections. Gas utilization appliance connected to a piping system shall have an accessible, approved manual shutoff valve with a nondisplaceable valve member, or a listed gas convenience outlet installed within six (6) feet (1.8 m) of the appliance it serves. Where a connector is used, the valve shall be installed upstream of the connector. A union or flanged connection shall be provided downstream from this valve to permit removal of controls. Shutoff valves serving decorative gas appliances shall be permitted to be installed in fireplaces if listed for such use. [NFPA 54:9.6.4]

1212.6 Quick-Disconnect Devices. Quick-disconnect devices used to connect appliances to the building piping shall be listed. Where they are installed indoors, an approved manual shutoff valve with a nondisplaceable valve member shall be installed upstream of the quick-disconnect device. [NFPA 54:9.6.5]

1212.7 Sediment Trap. Where a sediment trap is not incorporated as a part of the gas utilization appliance, a sediment trap shall be installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical at the time of appliance installation. The sediment trap shall be either a tee fitting with a capped nipple in the bottom outlet, as illustrated in Figure 12-1, or other device recognized as an effective sediment trap. Illuminating appliances, ranges, clothes dryers, decorative vented appliances for installation in vented fireplaces, gas fireplaces, and outdoor grills shall not be required to be so equipped. [NFPA 54-09:9.6.7]

1212.8 Installation of Piping. Piping shall be installed in a manner not to interfere with inspection, maintenance, or servicing of the gas utilization equipment. [NFPA 54:9.6.8]

FIGURE 12-1 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP.

FIGURE 12-1 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP

1213.0 Liquefied Petroleum Gas Facilities and Piping.

Liquefied petroleum gas facilities shall comply with NFPA 58, Liquefied Petroleum Gas Code.

1214.0 Pressure Testing and Inspection.

1214.1 General.

1214.1.1 Prior to acceptance and initial operation, piping installations shall be inspected and pressure-tested to determine that the materials, design, fabrication, and installation practices comply with the requirements of this code. [NFPA 54:8.1.1.1]

1214.1.2 Inspection shall consist of visual examination during or after manufacture, fabrication, assembly, or pressure tests, as appropriate. Supplementary types of non-destructive inspection techniques, such as magnetic-particle, radiographic, and ultrasonic, shall not be required unless specifically listed herein or in the engineering design. [NFPA 54:8.1.1.2]

1214.1.3 Where repairs or additions are made following the pressure test, the affected piping shall be tested. Minor repairs and additions are not required to be pressure-tested provided that the work is inspected and connections are tested with a noncorrosive leak-detecting fluid or other leak-detecting methods approved by the Authority Having Jurisdiction. [NFPA 54:8.1.1.3]

1214.1.4 Where new branches are installed from the point of delivery to new appliances, only the newly installed branches shall be required to be pressure-tested. Connections between the new piping and the existing piping shall be tested with a noncorrosive leak-detecting fluid or approved leak-detecting methods. [NFPA 54:8.1.1.4]

1214.1.5 A piping system shall be tested as a complete unit or in sections. Under no circumstances shall a valve in a line be used as a bulkhead between gas in one (1) section of the piping system and test medium in an adjacent section, unless two (2) valves are installed in series with a valved "telltale" located between these valves. A valve shall not be subjected to the test pressure unless it can be determined that the valve, including the valveclosing mechanism, is designed to safely withstand the pressure. [NFPA 54:8.1.1.5]

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1214.1.6 Regulator and valve assemblies fabricated independently of the piping system in which they are to be installed shall be permitted to be tested with inert gas or air at the time of fabrication. [NFPA 54:8.1.1.6]

1214.1.7 Test Medium. The test medium shall be air, nitrogen, carbon dioxide, or an inert gas. OXYGEN SHALL NEVER BE USED. [NFPA 54:8.1.2]

1214.2 Test Preparation.

1214.2.1 Pipe joints, including welds, shall be left exposed for examination during the test. [NFPA 54:8.1.3.1]

Exception: Covered or concealed pipe end joints that have been previously tested in accordance with this code.

1214.2.2 Expansion joints shall be provided with temporary restraints, if required for the additional thrust load under test. [NFPA 54:8.1.3.2]

1214.2.3 Appliances and equipment that are not to be included in the test shall be either disconnected from the piping or isolated by blanks, blind flanges, or caps. Flanged joints at which blinds are inserted to blank off other equipment during the test shall not be required to be tested. [NFPA 54:8.1.3.3]

1214.2.4 Where the piping system is connected to appliances, equipment, or equipment components designed for operating pressures of less than the test pressure, such appliances, equipment, or equipment components shall be isolated from the piping system by disconnecting them and capping the outlets. [NFPA 54:8.1.3.4]

1214.2.5 Where the piping system is connected to appliances, equipment, or equipment components designed for operating pressures equal to or exceeding the test pressure, such appliances shall be isolated from the piping system by closing the individual appliance equipment shutoff valves. [NFPA 54:8.1.3.5]

1214.2.6 Testing of piping systems shall be done with due regard for the safety of employees and the public during the test. Bulkheads, anchorage, and bracing suitably designed to resist test pressures shall be installed if necessary. Prior to testing, the interior of the pipe shall be cleared of foreign material. [NFPA 54:8.1.3.6]

1214.3 Test Pressure.

1214.3.1 Test pressure shall be measured with a manometer or with a pressure-measuring device designed and calibrated to read, record, or indicate a pressure loss due to leakage during the pressure test period. The source of pressure shall be isolated before the pressure tests are made. Mechanical gauges used to measure test pressures shall have a range such that the highest end of the scale does not exceed five (5) times the test pressure. [NFPA 54:8.1.4.1]

1214.3.2 The test pressure to be used shall be not less than one and one-half (1½) times the proposed maximum working pressure, but not less than three (3) psi (20 kPa), irrespective of design pressure. [NFPA 54:8.1.4.2]

1214.3.3 Test duration shall be not less than one-half (½) hour for each five-hundred (500) cubic feet (14 m3) of pipe volume of fraction thereof. When testing a system having a volume less than ten (10) cubic feet (0.28 m3) or a system in a single-family dwelling, the test duration shall be not less than ten (10) minutes. The duration of the test shall not be required to exceed twenty-four (24) hours. [NFPA 54:8.1.4.3]

1214.4 Detection of Leaks and Defects.

1214.4.1 The piping system shall withstand the test pressure specified without showing any evidence of leakage or other defects. Any reduction of test pressures as indicated by pressure gauges shall be deemed to indicate the presence of a leak unless such reduction can be readily attributed to some other cause. [NFPA 54:8.1.5.1]

1214.4.2 The leakage shall be located by means of an approved gas detector, a noncorrosive leak detection fluid, or other approved leak detection methods. Matches, candles, open flames, or other methods that provide a source of ignition shall not be used. [NFPA 54:8.1.5.2]

1214.4.3 Where leakage or other defects are located, the affected portion of the piping system shall be repaired or replaced and retested [See Section 1214.1.3.]. [NFPA 54:8.1.5.3]

1214.5 Piping Systems Leak Check.

1214.5.1 Test Gases. Leak checks using fuel gas shall be permitted in piping systems that have been pressure-tested in accordance with Section 1214.0. [NFPA 54:8.2.1]

1214.5.2 Turning Gas On. During the process of turning gas on into a system of new gas piping, the entire system shall be inspected to determine that there are no open fittings or ends and that valves at unused outlets are closed and plugged or capped. [NFPA 54-09:8.2.2]

1214.5.3 Leak Check. Immediately after the gas is turned on into a new system or into a system that has been initially restored after an interruption of service, the piping system shall be checked for leakage. Where leakage is indicated, the gas supply shall be shut off until the necessary repairs have been made. [NFPA 54:8.2.3]

1214.5.4 Placing Appliance in Operation. Gas utilization appliance shall not be placed in operation until after the piping system has been tested in accordance with Section 1214.5.3 and purged in accordance with Section 1214.6.2. [NFPA 54:8.2.4]

1214.6 Purging.

1214.6.1 Removal From Service. When gas piping is to be opened for servicing, addition, or modification, the section to be worked on shall be turned off from the gas supply at the nearest convenient point and the line pressure vented to the outdoors or to ventilated areas of sufficient size to prevent accumulation of flammable mixtures. The remaining gas in this section of pipe shall be displaced with an inert gas as required by Table 12-5. [NFPA 54:8.3.1]

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TABLE 12-5
LENGTH OF PIPING REQUIRING PURGING WITH INERT GAS FOR SERVICING OR MODIFICATION [NFPA 54: TABLE 8.3.1]
NOMINAL PIPE SIZE (in.)LENGTH OF PIPING REQUIRING PURGING (ft.)
For SI units: 1 ft. = 0.305 m.
< 50
3< 30
4< 15
6< 10
8 or largerAny length

1214.6.2 Placing in Operation. When piping full of air is placed in operation, the air in the piping shall be displaced with fuel gas, except where such piping is required by Table 12-6 to be purged with an inert gas prior to introduction of fuel gas. The air can be safely displaced with fuel gas provided that a moderately rapid and continuous flow of fuel gas is introduced at one (1) end of the line and air is vented out at the other end. The fuel gas flow shall be continued without interruption until the vented gas is free of air. The point of discharge shall not be left unattended during purging. After purging, the vent shall then be closed. Where required by Table 12-6, the air in the piping shall first be displaced with an inert gas, and the inert gas shall then be displaced with fuel gas. [NFPA 54:8.3.2]

TABLE 12-6
LENGTH OF PIPING REQUIRING PURGING WITH INERT GAS BEFORE PLACING IN OPERATION [NFPA 54: TABLE 8.3.2]
NOMINAL PIPE SIZE (in.)LENGTH OF PIPING REQUIRING PURGING (ft.)
For SI units: 1 ft. = 0.305 m.
3< 30
4< 15
6< 10
8 or largerAny length

1214.6.3 Discharge of Purged Gases. The open end of piping systems being purged shall not discharge into confined spaces or areas where there are sources of ignition unless precautions are taken to perform this operation in a safe manner by ventilation of the space, control of purging rate, and elimination of hazardous conditions. [NFPA 54:8.3.3]

1214.6.4 Placing Appliances in Operation. After the piping has been placed in operation, appliances shall be purged and then placed in operation, as necessary. [NFPA 54:8.3.4]

1215.0 Interconnections Between Gas Piping Systems. [NFPA 54:5.3]

1215.1 Interconnections Supplying Separate Users. Where two (2) or more meters, or two (2) or more service regulators where meters are not provided, are located on the same premises and supply separate users, the gas-piping systems shall not be interconnected on the outlet side of the meters or service regulators. [NFPA 54:5.3.1]

1215.2 Interconnections for Standby Fuels. Where supplementary gas for standby use is connected downstream from a meter or a service regulator where a meter is not provided, a device to prevent backflow shall be installed. [NFPA 54:5.3.2.1] A three-way valve installed to admit the standby supply and at the same time shut off the regular supply shall be permitted to be used for this purpose. [NFPA 54:5.3.2.2]

1216.0 Required Gas Supply.

1216.1 The following regulations, as set forth in this section and in Section 1217.0, Required Gas Piping Size, shall be the standard for the installation of gas piping. Natural gas regulations and tables are based on the use of gas having a specific gravity of sixty-hundredths (0.60), supplied at six (6) to eight (8) inches (152–203 mm) water column pressure at the outlet of the meter or regulator. For undiluted liquefied petroleum gas, gas piping shall be permitted to be sized at eleven (11) inches (279 mm) water column pressure at the outlet of the meter or regulator and specific gravity of one and fifty- hundredths (1.50).

Note: Where gas of a different specific gravity is to be delivered, the serving gas supplier should be contacted for specific gravity conversion factors to use in sizing piping systems from the pipe sizing tables in this chapter.

1216.2 The hourly volume of gas required at each piping outlet shall be taken as not less than the maximum hourly rating as specified by the manufacturer of the appliance or appliances to be connected to each such outlet.

1216.3 Where the gas appliances to be installed have not been definitely specified, Table 12–1 shall be permitted to be used as a reference to estimate requirements of typical appliances.

To obtain the cubic feet per hour (L/sec.) of gas required, divide input of appliances by the average Btu (Watt-hour) heating value per cubic foot (L) of the gas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation shall be permitted to be obtained from the serving gas supplier.

1216.4 The size of the supply piping outlet for any gas appliance shall not be less than one-half (½) inch (15 mm).

The minimum size of any piping outlet for a mobile home shall be three-quarters (¾) of an inch (20 mm).

1217.0 Required Gas Piping Size.

1217.1 Pipe Sizing Methods. Where the pipe size is to be determined using any of the methods in Sections 1217.1.1 through 1217.1.3, the diameter of each pipe segment shall be obtained from the pipe-sizing tables in Section 1217.2 or from the sizing equations in Section 1217.3. [NFPA 54:6.1]

1217.1.1 Longest Length Method. The pipe size of each section of gas piping shall be determined using the longest length of piping from the point of delivery to the most re-

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mote outlet and the load of the section (See calculation example in Figure 12–2). [NFPA 54:6.1.1]

1217.1.2 Branch Length Method. Pipe shall be sized as follows: [NFPA 54:6.1.2]

  1. Pipe size of each section of the longest pipe run from the point of delivery to the most remote outlet shall be determined using the longest run of piping and the load of the section.
  2. The pipe size of each section of branch piping not previously sized shall be determined using the length of piping from the point of delivery to the most remote outlet in each branch and the load of the section.

1217.1.3 Hybrid Pressure. The pipe size for each section of higher-pressure gas piping shall be determined using the longest length of piping from the point of delivery to the most remote line pressure regulator. The pipe size from the line pressure regulator to each outlet shall be determined using the length of piping from the regulator to the most remote outlet served by the regulator. [NFPA 54:6.1.3]

1217.2 Tables for Sizing Gas-Piping Systems. Tables 12–8 through 12–41 shall be used to size gas piping in conjunction with one (1) of the methods described in Sections 1217.1.1 through 1217.1.3. [NFPA 54:6.2]

1217.3 Sizing Equations. The inside diameter of smooth-wall pipe or tubing shall be determined by the sizing equations 12–1 or 12–2, using the equivalent pipe length determined by Sections 1217.1.1 through 1217.1.3. [NFPA 54:6.4]

Equation 12–1 Low-Pressure Gas Formula (Less than 1.5 psi [10.3 kPa]): [NFPA 54:6.4.1]

Image

where:

D = inside diameter of pipe, inches

Q = input rate appliance(s), cubic feet per hour at 60°F (16°C) and 30-inch (759 mm) mercury column

P1 = upstream pressure, psia (P1 + 14.7)

P2 = downstream pressure, psia (P2 + 14.7)

L = equivalent length of pipe, feet

ΔH = Pressure drop, inches water column (27.7 in. H2O = 1 psi)

Equation 12–2 High-Pressure Gas Formula (1.5 psi [10.3 KPa] and above): [NFPA 54:6.4.2]

Image

where:

D = inside diameter of pipe, inches

Q = input rate appliance(s), cubic feet per hour at 60°F (16°C) and 30-inch (759 mm) mercury column

P1 = upstream pressure, psia (P1 + 14.7)

P2 = downstream pressure, psia (P2 + 14.7)

L = equivalent length of pipe, feet

ΔH = pressure drop, inches water column (27.7 in. H2O = 1 psi)

TABLE 12-4
CR AND Y FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS [NFPA 54: TABLE 6.4.2]
FORMULA FACTORS GASCrY
For SI units, 1 ft.3= 0.028 m3 1 ft. = 0.305 m; 1 in. water column = 0.249 kPa; 1 psi = 6.894 kPa; 1,000 Btu/h =0.293 kW.
Natural Gas0.60940.9992
Undiluted Propane1.24620.9910

1217.4 To determine the size of each section of pipe in any system within the range of the Table, proceed as follows:

  1. Measure the length of the pipe from the gas meter location to the most remote outlet on the system.
  2. Select the length in feet column and row showing the distance, or the next longer distance if the table does not give the exact length.
  3. Starting at the most remote outlet, find in the row just selected the gas demand for that outlet. If the exact figure of demand is not shown, choose the next larger figure in the row.
  4. At the top of this column will be found the correct size of pipe.
  5. Using this same row, proceed in a similar manner for each section of pipe serving this outlet. For each section of pipe, determine the total gas demand supplied by that section. Where gas piping sections serve both heating and cooling appliances and the installation prevents both units from operating simultaneously, only the larger of the two (2) demand loads needs be used in sizing these sections.
  6. Size each section of branch piping not previously sized by measuring the distance from the gas meter location to the most remote outlet in that branch and follow the procedures of steps B, C, D, and E above.

217

Note: Size branch piping in the order of their distance from the meter location, beginning with the most distant outlet not previously sized.

1217.5 For conditions other than those covered by Section 1217.1, such as longer runs or greater gas demands, the size of each gas piping system shall be determined by standard engineering methods acceptable to the Authority Having Jurisdiction, and each such system shall be so designed that the total pressure drop between the meter or other point of supply and any outlet when full demand is being supplied to all outlets, shall comply with the requirements of Section 1209.4.

1217.6 Where the gas pressure exceeds fourteen (14) inches (356 mm) or less than six (6) inches (152 mm) of water column, or when diversity demand factors are used, the design, pipe, sizing, materials, location, and use of such systems first shall be approved by the Authority Having Jurisdiction. Piping systems designed for pressures exceeding the serving gas supplier's standard delivery pressure shall have prior verification from the gas supplier of the availability of the design pressure.

218

FIGURE 12-2 EXAMPLE ILLUSTRATING USE OF TABLES 12-1 AND 12-8

Problem: Determine the required pipe size of each section and outlet of the piping system shown in Figure 12-2, Gas to be used has a specific gravity of sixty-hundreds (0.60) and eleven-hundred (1,100) But per cubic foot (11.4 Watt-hour/L), delivered at eight (8) inch (203 mm) water column pressure.

FIGURE 12-2 EXAMPLE ILLUSTRATING USE OF TABLES 12-1 AND 12-8

FIGURE 12-2 EXAMPLE ILLUSTRATING USE OF TABLES 12-1 AND 12-8

Solution:

  1. Maximum gas demand of outlet A—
    32 cubic feet per hour (0.21 L/sec.) (from Table 12-1).
    Maximum gas demand of outlet B—
    3 cubic feet per hour (0.02 L/sec.) (from Table 12-1).
    Maximum gas demand of outlet C—
    59 cubic feet per hour (0.46 L/sec.) (from Table 12-1).
    Maximum gas demand of outlet D—
    136 cubic feet per hour (1.1 L/sec.) (150,000 Btu/hour [43,950 W]) divided by 1,100 Btu per cubic foot (11.4 Watt-hour/L)
  2. The length of pipe from the gas meter to the most remote outlet (outlet A) is 60 feet (18, 288 mm).
  3. Using the length in feet column row marked 60 feet (18,288 mm) in Table 12-8:
    Outlet A, supplying 32 cubic feet per hour (0.21 L/sec.) requires one-half (½) inch (15 mm) pipe. Section 1, supplying outlets A, and B, or 35 cubic feet per hour (0.24 L/sec.) requires one-half (½) inch (15 mm) pipe.
    Section 2, supplying outlets A, B, and C, or 94 cubic feet per hour (0.7 L/sec.), requires three-quarter (¾) inch (20 mm) pipe.
    Section 3, supplying outlets A, B, C, and D, or 230 cubic feet per hour (1.8 L/sec.), requires one (1) inch (25 mm) pipe.
  4. Using the column marked 60 feet (18,288 mm) in Table 12–8 (no column for actual length of 55 feet [16, 764 mm]:
    Outlet B supplying 3 cubic feet per hour (0.02 L/sec.), requires one-half (½) inch (15 mm) pipe.
    Outlet C, supplying 59 cubic feet per hour (0.46 L/sec.), requires one-half(½) inch (15 mm) pipe.
  5. Using the column marked 60 feet (18,288 mm) in Table 12–8:
    Outlet D, supplying 136 cubic feet per hour (1.1 L/sec.), requires (¾) inch (20 mm) pipe.

219

TABLE 12-8
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.2(b)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.5 in w.c
SPECIFIC GRAVITY:0.60
 PIPE SIZE (inch)
NOMINAL:½¾12345681012
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.0265.0476.0657.98110.02011.938
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
NA means a flow of less than 10 cfh.
Note: All table entries are rounded to 3 significant digits.
101723606781,3902,0904,0206,40011,30023,10041,80067,600139,000252,000399,000
201182474669571,4302,7604,4007,78015,90028,70046,50095,500173,000275,000
30951993747681,1502,2203,5306,25012,70023,00037,30076,700139,000220,000
40811703206579851,9003,0205,35010,90019,70031,90065,600119,000189,000
50721512845838731,6802,6804,7409,66017,50028,30058,200106,000167,000
60651372575287911,5202,4304,2908,76015,80025,60052,70095,700152,000
70601262374867281,4002,2303,9508,05014,60023,60048,50088,100139,000
80561172204526771,3002,0803,6707,49013,60022,00045,10081,900130,000
90521102074246351,2201,9503,4507,03012,70020,60042,30076,900122,000
100501041954006001,1601,8403,2606,64012,00019,50040,00072,600115,000
12544921733555321,0201,6302,8905,89010,60017,20035,40064,300102,000
15040831573224829281,4802,6105,3309,65015,60032,10058,30092,300
17537771442964438541,3602,4104,9108,88014,40029,50053,60084,900
20034711342754127941,2702,2404,5608,26013,40027,50049,90079,000
25030631192443667041,1201,9804,0507,32011,90024,30044,20070,000
30027571082213316381,0201,8003,6706,63010,70022,10040,10063,400
3502553992033055879351,6503,3706,1009,88020,30036,90058,400
4002349921892835468701,5403,1405,6809,19018,90034,30054,300
4502246861772665128161,4402,9405,3308,62017,70032,20050,900
5002143821682514847711,3602,7805,0308,15016,70030,40048,100
5502041781592394597321,2902,6404,7807,74015,90028,90045,700
6001939741522284386991,2402,5204,5607,38015,20027,50043,600
6501838711452184206691,1802,4104,3607,07014,50026,40041,800
7001736681402094036431,1402,3204,1906,79014,00025,30040,100
7501735661352023896191,0902,2304,0406,54013,40024,40038,600
8001634631301953755981,0602,1603,9006,32013,00023,60037,300
8501633611261893635791,0202,0903,7806,11012,60022,80036,100
9001532591221833525619922,0203,6605,93012,20022,10035,000
9501531581181783425459631,9603,5505,76011,80021,50034,000
1,0001430561151733335309371,9103,4605,60011,50020,90033,100
1,1001428531091643165038901,8103,2805,32010,90019,80031,400
1,2001327511041563014808491,7303,1305,07010,40018,90030,000
1,3001226491001502894608131,6603,0004,8609,98018,10028,700
1,400122547961442774427811,5902,8804,6709,59017,40027,600
1,500112445931392674267521,5302,7804,5009,24016,80026,600
1,600112344891342584117271,4802,6804,3408,92016,20025,600
1,700112242861302503987031,4302,5904,2008,63015,70024,800
1,800102241841262423866821,3902,5204,0708,37015,20024,100
1,900102140811222353756621,3502,4403,9608,13014,80023,400
2,000NA2039791192293646441,3102,3803,8507,91014,40022,700

220

TABLE 12-9
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.2(c)]
 GAS:NATURAL
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:0.60
 PIPE SIZE (inch)
NOMINAL:½¾1234
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
101,5103,0405,56011,40017,10032,90052,50092,800189,000
201,0702,1503,9308,07012,10023,30037,10065,600134,000
308691,7603,2106,5909,88019,00030,30053,600109,000
407531,5202,7805,7108,55016,50026,30046,40094,700
506731,3602,4905,1107,65014,70023,50041,50084,700
606151,2402,2704,6606,98013,50021,40037,90077,300
705691,1502,1004,3206,47012,50019,90035,10071,600
805321,0801,9704,0406,05011,70018,60032,80067,000
905021,0101,8503,8105,70011,00017,50030,90063,100
1004629341,7103,5105,26010,10016,10028,50058,200
1254148361,5303,1404,7009,06014,40025,50052,100
1503727511,3702,8204,2208,13013,00022,90046,700
1753446951,2702,6013,9107,53012,00021,20043,300
2003186421,1702,4103,6106,96011,10019,60040,000
2502795831,0402,1403,2106,1809,85017,40035,500
3002535289451,9402,9105,6008,92015,80032,200
3502324868691,7902,6705,1508,21014,50029,600
4002164528091,6602,4904,7907,64013,50027,500
4502034247591,5602,3304,5007,17012,70025,800
5001924017171,4702,2104,2506,77012,00024,400
5501823816811,4002,0904,0306,43011,40023,200
6001743636501,3302,0003,8506,13010,80022,100
6501663486221,2801,9103,6805,87010,40021,200
7001603345981,2301,8403,5405,6409,97020,300
7501543225761,1801,7703,4105,4409,61019,600
8001493115561,1401,7103,2905,2509,28018,900
8501443015381,1001,6503,1905,0808,98018,300
9001392925221,0701,6003,0904,9308,71017,800
9501352835071,0401,5603,0004,7808,46017,200
1,0001322754931,0101,5202,9204,6508,22016,800
1,1001252624689601,4402,7704,4207,81015,900
1,2001192504469171,3702,6404,2207,45015,200
1,3001142394278781,3202,5304,0407,14014,600
1,4001102304118431,2602,4303,8806,86014,000
1,5001062213968121,2202,3403,7406,60013,500
1,6001022143827841,1802,2603,6106,38013,000
1,700992073707591,1402,1903,4906,17012,600
1,800962003587361,1002,1203,3905,98012,200
1,900931953487151,0702,0603,2905,81011,900
2,000911893396951,0402,0103,2005,65011,500

221

TABLE 12-10
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.2(d)]
 GAS:NATURAL
INLET PRESSURE:3.0 psi
PRESSURE DROP:2.0 psi
SPECIFIC GRAVITY:0.60
 PIPE SIZE (inch)
NOMINAL:½¾1234
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits
102,3504,9209,27019,00028,50054,90087,500155,000316,000
201,6203,3806,37013,10019,60037,70060,100106,000217,000
301,3002,7205,11010,50015,70030,30048,30085,400174,000
401,1102,3204,3808,99013,50025,90041,30073,100149,000
509852,0603,8807,97011,90023,00036,60064,800132,000
608921,8703,5207,22010,80020,80033,20058,700120,000
708211,7203,2306,6409,95019,20030,50054,000110,000
807641,6003,0106,1809,26017,80028,40050,200102,000
907171,5002,8205,8008,68016,70026,70047,10096,100
1006771,4202,6705,4708,20015,80025,20044,50090,800
1256001,2502,3604,8507,27014,00022,30039,50080,500
1505441,1402,1404,4006,59012,70020,20035,70072,900
1755001,0501,9704,0406,06011,70018,60032,90067,100
2004659731,8303,7605,64010,90017,30030,60062,400
2504128621,6203,3305,0009,62015,30027,10055,300
3003747811,4703,0204,5308,72013,90024,60050,100
3503447191,3502,7804,1708,02012,80022,60046,100
4003206691,2602,5903,8707,46011,90021,00042,900
4503006271,1802,4303,6407,00011,20019,70040,200
5002835931,1202,2903,4306,61010,50018,60038,000
5502695631,0602,1803,2606,28010,00017,70036,100
6002575371,0102,0803,1105,9909,55016,90034,400
6502465149691,9902,9805,7409,15016,20033,000
7002364949311,9102,8605,5108,79015,50031,700
7502284768971,8402,7605,3108,47015,00030,500
8002204608661,7802,6605,1308,18014,50029,500
8502134458381,7202,5804,9607,91014,00028,500
9002064318121,6702,5004,8107,67013,60027,700
9502004197891,6202,4304,6707,45013,20026,900
1,0001954077671,5802,3604,5507,24012,80026,100
1,1001853877291,5002,2404,3206,89012,20024,800
1,2001773696951,4302,1404,1206,57011,60023,700
1,3001693536661,3702,0503,9406,29011,10022,700
1,4001623406401,3101,9703,7906,04010,70021,800
1,5001563276161,2701,9003,6505,82010,30021,000
1,6001513165951,2201,8303,5305,62010,00020,300
1,7001463065761,1801,7703,4105,4409,61019,600
1,8001422965581,1501,7203,3105,2709,32019,000
1,9001382885421,1101,6703,2105,1209,05018,400
2,0001342805271,0801,6203,1204,9808,80018,000

222

TABLE 12-11
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.2(e)]
 GAS:NATURAL
INLET PRESSURE:5.0 psi
PRESSURE DROP:3.5 psi
SPECIFIC GRAVITY:0.60
 PIPE SIZE (inch)
NOMINAL:½¾1234
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
103,1906,43011,80024,20036,20069,700111,000196,000401,000
202,2504,5508,32017,10025,60049,30078,600139,000283,000
301,8403,7206,79014,00020,90040,30064,200113,000231,000
401,5903,2205,88012,10018,10034,90055,60098,200200,000
501,4302,8805,26010,80016,20031,20049,70087,900179,000
601,3002,6304,8009,86014,80028,50045,40080,200164,000
701,2002,4304,4509,13013,70026,40042,00074,300151,000
801,1502,3304,2608,54012,80024,70039,30069,500142,000
901,0602,1503,9208,05012,10023,20037,00065,500134,000
1009791,9803,6207,43011,10021,40034,20060,400123,000
1258761,7703,2406,6409,95019,20030,60054,000110,000
1507861,5902,9105,9608,94017,20027,40048,50098,900
1757281,4702,6905,5208,27015,90025,40044,90091,600
2006731,3602,4905,1007,65014,70023,50041,50084,700
2505581,1702,2004,5106,76013,00020,80036,70074,900
3005061,0601,9904,0906,13011,80018,80033,30067,800
3504659731,8303,7605,64010,90017,30030,60062,400
4004339051,7103,5005,25010,10016,10028,50058,100
4504068491,6003,2904,9209,48015,10026,70054,500
5003848021,5103,1004,6508,95014,30025,20051,500
5503647621,4402,9504,4208,50013,60024,00048,900
6003487271,3702,8104,2108,11012,90022,90046,600
6503336961,3102,6904,0307,77012,40021,90044,600
7003206691,2602,5903,8807,46011,90021,00042,900
7503086441,2102,4903,7307,19011,50020,30041,300
8002986221,1702,4103,6106,94011,10019,60039,900
8502886021,1302,3303,4906,72010,70018,90038,600
9002795841,1002,2603,3806,52010,40018,40037,400
9502715671,0702,1903,2906,33010,10017,80036,400
1,0002645511,0402,1303,2006,1509,81017,30035,400
1,1002505249872,0303,0305,8409,32016,50033,600
1,2002395009411,9302,9005,5808,89015,70032,000
1,3002294789011,8502,7705,3408,51015,00030,700
1,4002204608661,7802,6605,1308,18014,50029,500
1,5002124438341,7102,5704,9407,88013,90028,400
1,6002054288061,6502,4804,7707,61013,40027,400
1,7001984147801,6002,4004,6207,36013,00026,500
1,8001924017561,5502,3304,4807,14012,60025,700
1,9001863907341,5102,2604,3506,93012,30025,000
2,0001813797141,4702,2004,2306,74011,90024,300

223

TABLE 12-12
SEMI-RIGID COPPER TUBING [NFPA 54: TABLE 6.2(f)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.3 in. w.c.
SPECIFIC GRAVITY:0.60
 TUBE SIZE (inch)
NOMINAL:K ' L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/8;13/8;--
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
NA means a flow of less than 10 cfh.
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
102042851482104488061,2702,650
201429581021443085548731,820
30112347821162474457011,460
4010204070992113816001,250
50NA173562881873375321,110
60NA163256791703064821,000
70NA14295273156281443924
80NA13274868145262413859
90NA13264564136245387806
100NA12244360129232366761
125NA11223853114206324675
150NA10203448103186294612
175NANA18314895171270563
200NANA17294189159251523
250NANA15263778141223464
300NANA13233371128202420
350NANA12223165118186387
400NANA11202861110173360
450NANA11192757103162338
500NANA1018255497153319
550NANANA17245192145303
600NANANA16234988139289
650NANANA15224784133277
700NANANA15214581128266
750NANANA14204378123256
800NANANA14204275119247
850NANANA13194073115239
900NANANA13183971111232
950NANANA13183869108225
1,000NANANA12173767105219
1,100NANANA12163563100208
1,200NANANA1116346095199
1,300NANANA1115325891190
1,400NANANA1014315688183
1,500NANANANA14305484176
1,600NANANANA13295282170
1,700NANANANA13285079164
1,800NANANANA13274977159
1,900NANANANA12264774155
2,000NANANANA12254672151

224

TABLE 12-13
SEMI-RIGID COPPER TUBING [NFPA 54: TABLE 6.2(g)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.5 in. w.c.
SPECIFIC GRAVITY:0.60
 TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8--
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
NA means a flow of less than 10 cfh.
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
1027551111952765901,0601,6803,490
201838771341904067301,1502,400
301530611071523265869251,930
40132653921312795027911,650
50112347821162474457011,460
60102142741052244036351,320
70NA193968962063715851,220
80NA183663901923455441,130
90NA173459841803245101,060
100NA163256791703064821,000
125NA14285070151271427890
150NA13264564136245387806
175NA12244159125226356742
200NA11223955117210331690
250NANA203448103186294612
300NANA18314494169266554
350NANA16284086155245510
400NANA15263880144228474
450NANA14253575135214445
500NANA13233371128202420
550NANA13223268122192399
600NANA12213064116183381
650NANA12202962111175365
700NANA11202859107168350
750NANA11192757103162338
800NANA1018265599156326
850NANA1018255396151315
900NANANA17245293147306
950NANANA17245090143297
1,000NANANA16234988139289
1,100NANANA15224684132274
1,200NANANA15214480126262
1,300NANANA14204276120251
1,400NANANA13194173116241
1,500NANANA13183971111232
1,600NANANA13183868108224
1,700NANANA12173766104217
1,800NANANA12173664101210
1,900NANANA1116356298204
2,000NANANA1116346095199

225

TABLE 12-14
SEMI-RIGID COPPER TUBING [NFPA 54-09: TABLE 6.2(h)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:1.0 in. w.c.
SPECIFIC GRAVITY:0.60
INTENDED USE: TUBE SIZING BETWEEN HOUSE LINE REGULATOR AND THE APPLIANCE.
TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8--
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
NA means a flow of less than 10 cfh.
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
1039801622834028591,5502,4405,080
2027551111952765901,0601,6803,490
302144891562224748531,3502,800
401838771341904067301,1502,400
501633681191683596471,0202,130
601530611071523265869251,930
70132857991403005398511,770
80132653921312795027911,650
90122449861222624717421,550
100112347821162474457011,460
125NA2041721032193946221,290
150NA183765931983575631,170
175NA173460851833295181,080
200NA163256791703064821,000
250NA14285070151271427890
300NA13264564136245387806
350NA12244159125226356742
400NA11223955117210331690
450NA10213651110197311647
500NANA203448103186294612
550NANA19324698177279581
600NANA18314494169266554
650NANA17304290162255531
700NANA16284086155245510
750NANA16273983150236491
800NANA15263880144228474
850NANA15263678140220459
900NANA14253575135214445
950NANA14243473132207432
1,000NANA13233371128202420
1,100NANA13223268122192399
1,200NANA12213064116183381
1,300NANA12202962111175365
1,400NANA11202859107168350
1,500NANA11192757103162338
1,600NANA1018265599156326
1,700NANA1018255396151326
1,800NANANA17245293147306
1,900NANANA17245090143297
2,000NANANA16234988139289

226

TABLE 12-15
SEMI-RIGID COPPER TUBING [NFPA 54: TABLE 6.2(i)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:17.0 in. w.c.
SPECIFIC GRAVITY:0.60
 TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8--
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
101903917961,3901,9704,2207,59012,00024,900
201302695479561,3602,9005,2208,23017,100
301052164397681,0902,3304,1906,61013,800
40901853766579321,9903,5905,65011,800
50791643335828261,7703,1805,01010,400
60721483025287491,6002,8804,5409,460
70661372784866891,4702,6504,1808,700
80621272584526411,3702,4603,8908,090
90581192434246011,2802,3103,6507,590
100551132294005681,2102,1803,4407,170
125481002033555031,0801,9403,0506,360
15044901843214569741,7502,7705,760
17540831692964208961,6102,5405,300
20038771572753908341,5002,3704,930
25033691402443467391,3302,1004,370
30030621262213136701,2101,9003,960
35028571162032886161,1101,7503,640
40026531081892685731,0301,6303,390
45024501021772525389681,5303,180
5002347961682385089141,4403,000
5502245911592264828681,3702,850
6002143871522154608291,3102,720
6502041831452064417931,2502,610
7001939801401984237621,2002,500
7501838771351914087341,1602,410
8001837741301843947091,1202,330
8501735721261783816861,0802,250
9001734701221733706651,0502,180
9501633681181683596461,0202,120
1,0001632661151633496289912,060
1,1001531631091553325979411,960
1,2001429601041483165698981,870
1,3001428571001423035458601,790
1,400132755961362915248261,720
1,500132653931312805057961,660
1,600122551891272714877681,600
1,700122449861232624727441,550
1,800112448841192544577211,500
1,900112347811152474447001,460
2,000112245791122404326811,420

227

TABLE 12-16
SEMI-RIGID COPPER TUBING [NFPA 54: TABLE 6.2(j)]
 GAS:NATURAL
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:0.60
 TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
102455061,0301,8002,5505,4509,82015,50032,200
201693487081,2401,7603,7506,75010,60022,200
301352795689931,4103,0105,4208,55017,800
401162394868501,2102,5804,6407,31015,200
501032124317541,0702,2804,1106,48013,500
60931923916839692,0703,7305,87012,200
70861773596288911,9003,4305,40011,300
80801643345848291,7703,1905,03010,500
90751543145487781,6602,9904,7209,820
100711462965187351,5702,8304,4509,280
125631292634596511,3902,5003,9508,220
150571172384165901,2602,2703,5807,450
175521082193835431,1602,0903,2906,850
200491002043565051,0801,9403,0606,380
25043891813154489561,7202,7105,650
30039801642864068661,5602,4605,120
35036741502633737971,4302,2604,710
40033691402453477411,3302,1004,380
45031651312303266961,2501,9704,110
50030611242173086571,1801,8703,880
55028581182062926241,1201,7703,690
60027551121962795951,0701,6903,520
65026531081882675701,0301,6203,370
70025511031812565489861,5503,240
75024491001742475289501,5003,120
8002347961682395109171,4503,010
8502246931632314938881,4002,920
9002244901582244788611,3602,830
9502143881532174648361,3202,740
1,0002042851492114528131,2802,670
1,1001940811422014297721,2202,540
1,2001838771351924097371,1602,420
1,3001836741291833927051,1102,320
1,4001735711241763766781,0702,230
1,5001634681201703636531,0302,140
1,6001633661161643506309942,070
1,7001531641121593396109622,000
1,8001530621081543295929331,940
1,9001430601051493195759061,890
2,0001429591021453105598811,830

228

TABLE 12-17
SEMI-RIGID COPPER TUBING [NFPA 54-09:TABLE 6.2(k)]
 GAS:NATURAL
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.5 psi
SPECIFIC GRAVITY:0.60
 INTENDED USE: PIPE SIZING BETWEEN POINT OF DELIVERY AND THE HOUSE LINE REGULATOR TOTAL LOAD SUPPLIED BY A SINGLE HOUSE LINE REGULATOR NOT EXCEEDING 150 CUBIC FEET PER HOUR.
TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
When this table is used to size the tubing upstream of a line pressure regulator, the pipe or tubing downstream of the line pressure regulator shall be sized using a pressure drop no greater than 1 in. w.c.
103036251,2702,2203,1506,74012,10019,10039,800
202084308741,5302,1704,6308,33013,10027,400
301673457021,2301,7403,7206,69010,60022,000
401432956011,0501,4903,1805,7309,03018,800
501272625329311,3202,8205,0808,00016,700
601152374828431,2002,5604,6007,25015,100
701062184447761,1002,3504,2306,67013,900
80982034137221,0202,1903,9406,21012,900
90921903876779612,0503,6905,82012,100
100871803666409071,9403,4905,50011,500
125771593245678041,7203,0904,88010,200
150701442945147291,5602,8004,4209,200
175641332704726701,4302,5804,0608,460
200601242524406241,3302,4003,7807,870
250531102233905531,1802,1303,3506,980
30048992023535011,0701,9303,0406,320
35044911863254619841,7702,7905,820
40041851733024299161,6502,6005,410
45039801622834028591,5502,4405,080
50036751532683808111,4602,3004,800
55035721462543617711,3902,1904,560
60033681392433447351,3202,0904,350
65032651332323307041,2702,0004,160
70030631282233176761,2201,9204,000
75029601232153056521,1701,8503,850
80028581192082956291,1301,7903,720
85027571152012856091,1001,7303,600
90027551111952765901,0601,6803,490
95026531081892685731,0301,6303,390
1,00025521051842615581,0001,5803,300
1,10024491001752485309541,5003,130
1,2002347951672375059101,4302,990
1,3002245911602274848711,3702,860
1,4002143881532184658371,3202,750
1,5002042851482104488061,2702,650
1,6001940821432024327791,2302,560
1,7001939791381964197531,1902,470
1,8001838771341904067311,1502,400
1,9001837741301843947091,1202,330
2,0001736721261793836901,0902,270

229

TABLE 12-18
SEMI-RIGID COPPER TUBING [NFPA 54: TABLE 6.2(I)]
 GAS:NATURAL
INLET PRESSURE:5.0 psi
PRESSURE DROP:3.5 psi
SPECIFIC GRAVITY:0.60
 TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR:3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:*0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
105111,0502,1403,7505,32011,40020,40032,20067,100
203517241,4702,5803,6507,80014,00022,20046,100
302825821,1802,0702,9306,27011,30017,80037,000
402414981,0101,7702,5105,3609,66015,20031,700
502144418981,5702,2304,7508,56013,50028,100
601944008131,4202,0204,3107,75012,20025,500
701783687481,3101,8603,9607,13011,20023,400
801663426961,2201,7303,6906,64010,50021,800
901563216531,1401,6203,4606,2309,82020,400
1001473036171,0801,5303,2705,8809,27019,300
1251302695479551,3602,9005,2108,22017,100
1501182434958661,2302,6204,7207,45015,500
1751092244567961,1302,4104,3506,85014,300
2001012084247411,0502,2504,0406,37013,300
250901853766579321,9903,5805,65011,800
300811673405958441,8003,2505,12010,700
350751543135477771,6602,9904,7109,810
400691432915097221,5402,7804,3809,120
450651342734786781,4502,6104,1108,560
500621272584516401,3702,4603,8808,090
550581212454296081,3002,3403,6907,680
600561152344095801,2402,2303,5207,330
650531102243925561,1902,1403,3707,020
700511062153765341,1402,0503,2406,740
750491022073625141,1001,9803,1206,490
80048982003504971,0601,9103,0106,270
85046951943394811,0301,8502,9106,070
90045921883284661,0001,7902,8205,880
95043901823194529671,7402,7405,710
1,00042871773104409401,6902,6705,560
1,10040831692954188931,6102,5305,280
1,20038791612813998521,5302,4205,040
1,30037761542693828161,4702,3204,820
1,40035731482593677841,4102,2204,630
1,50034701432493537551,3602,1404,460
1,60033681382413417291,3102,0704,310
1,70032651332333307051,2702,0004,170
1,80031631292263206841,2301,9404,040
1,90030621252193116641,2001,8903,930
2,00029601222133026461,1601,8303,820

230

TABLE 12-19
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.2(m)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.5 In.w.c.
SPECIFIC GRAVITY:0.60
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*EHD = Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
  1. Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased by an equivalent length of tubing to the following equation: L = 1.3n, where L is additional length(ft) of tubing and n is the number of additional fittings and/or bends.
  2. All table entries are rounded to 3 significant digits.
546631151342252704715468951,0371,7902,0703,6604,140
10324482951611923303836397461,2601,4702,6002,930
15253566771321572673105246151,0301,2002,1402,400
20223158671161372312694565368881,0501,8502,080
25192752601041222062404094827939361,6601,860
3018254755961121882183744427238561,5201,700
401521414783971621883253866257421,3201,470
501319374275871441682923475596651,1801,320
601217343868801311532673185096081,0801,200
701116313663741211412482954715631,0001,110
801015293360691131322322774405279401,040
90101428325765107125219262415498887983
10091326305462101118208249393472843933
150710202342487891171205320387691762
20069182138447182148179277336600661
25058161934396374133161247301538591
3005715173236576795148226275492540
TABLE 12-20
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54: TABLE 6.2(n)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2psi
PRESSURE DROP:3.0 in w.c.
SPECIFIC GRAVITY:0.60
 TUBE SIZE (EHD)*
FLOW DESIGNATION:13151819232530313746486062
LENGHT (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*EHD = Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
  1. Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased an equivalent length of tubing to the following equation: L =1.3n, where L is additional (ft) of tubing and n is the number of additional fittings and/or bends.
  2. All table entries are rounded to 3 significant digits.
51201602773275296491,1801,3702,1404,4305,0108,80010,100
10831121972313804628289581,5303,2003,5606,2707,160
1567901611893133796737781,2502,5402,9105,1405,850
2057781401642733295806721,0902,2002,5304,4605,070
2551691251472452955185999781,9602,2704,0004,540
3046631151342252704715468951,7902,0703,6604,140
4039541001161962344074717781,5501,8003,1803,590
503548891041762103634216981,3801,6102,8503,210
60324482951611923303836391,2601,4702,6002,930
70294176881501783063555931,1701,3602,4202,720
80273871821411672853315551,0901,2802,2602,540
90263667771331572683115241,0301,2001,1402,400
100243463731261492542954989741,1402,0302,280
150192752601041222062404097939361,6601,860
20017234552911061782073556868121,4401,610
2501521404682951591843196137281,2901,440
3001319374275871441682345596651,1801,320

231

TABLE 12-21
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54: TABLE 6.2 (0)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:6.0 in .w.c
SPECIFIC GRAVITY:0.60
 TUBE SIZE (EHD)*
FLOW DESIGNATION:13151819232530313746486062
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*EHD = Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
  1. Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased by an equivalent length of tubing to the following equation: L=1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and/or bends.
  2. All table entries are rounded to 3 significant digits.
51732293894617379111,6901,9503,0006,2807,05012,40014,260
101201602773275296491,1801,3702,1404,4305,0108,80010,100
15961302272674365329601,1101,7603,6104,1007,2108,260
20831121972313804628289581,5303,1203,5606,2707,160
2574991762073424147398551,3702,7903,1905,6206,400
3067901611893133796737781,2502,5402,9105,1405,850
4057781401642733295806721,0902,2002,5304,4605,070
5051691251472452955185999781,9602,2704,0004,540
6046631151342252704715468951,7902,0703,6604,140
7042581061242092504355058301,6601,9203,3903,840
8039541001161962344074717781,5501,8003,1803,590
903751941091852213834447351,4601,7003,0003,390
1003548891041762103634216981,3801,6102,8503,210
150283973851451722943425731,1301,3202,3402,630
200243463731261492542954989741,1402,0302,280
250213057661141342262634478701,0201,8202,040
300192752601041222062404097939361,6601,860
TABLE 12-22
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.2 (p)]
 GAS:NATURAL
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:0.60
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*EHD = Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
  1. Table does not include effect of pressure drop across the line regulator. Where regulator loss exceeds ¾ psi, do not use this table. Consult with regulator manufacturer for pressure drops and capacity factors. Pressure drops across a regulator may vary with flow rate.
  2. CAUTION: fCapacities shown in table may exceed maximum capacity for a selected regulator. Consult with regulator or tubing manufacturer for guidance.
  3. Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased by an equivalent length of tubing according to the following equation: L=1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and/or bends.
  4. All table entries are rounded to 3 significant digits.
102703535877001,1001,3702,5902,9904,5105,0379,60010,70018,60021,600
251662203744447098761,6201,8702,8903,2586,0406,78011,90013,700
301512003424056508011,4801,7002,6402,9875,5106,20010,90012,500
401291722973515676961,2701,4702,3002,6054,7605,3809,44010,900
501151542663145106241,1401,3102,0602,3434,2604,8208,4709,720
75931242182574205129221,0701,6901,9323,4703,9506,9407,940
80891202112494074968921,0301,6401,8743,3603,8206,7307,690
100791071892223664457959201,4701,6853,0003,4206,0306,880
15064871551823023646467481,2101,3892,4402,8004,9405,620
20055751351572633175576451,0501,2122,1102,4304,2904,870
25049671211412362844975799411,0901,8902,1803,8504,360
30044611101292172604535258629991,7201,9903,5203,980
4003852961111892253904537498711,4901,7303,0603,450
5003446861001702023484045527831,3301,5502,7403,090

232

TABLE12-23
CORRIGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.2 (q)]
 GAS:NATURAL
INLET PRESSURE:5.0 psi
PRESSURE DROP:3.5 psi
SPECIFIC GRAVITY:0.60
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*EHD = Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes.
  1. Table does not include effect of pressure drop across the line regulator. Where regulator loss exceeds 1 psi, do not use this table. Consult with regulator manufacturer for pressure drop and capacity factors. Pressure drops across regulator may vary with the flow rate.
  2. CAUTION: Capacities shown in table may exceed maximum capacity of selected regulator. Consult tubing manufacturer for guidance.
  3. Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased by an equivalent length of tubing to the following equation: L=1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and/or bends.
  4. All table entries are rounded to 3 significant digits.
105236741,0801,3002,0002,5304,9205,6608,3009,14018,10019,80034,40040,400
253224206918271,2901,6203,0803,5405,3105,91111,40012,60022,00025,600
302923826327551,1801,4802,8003,2304,8605,42010,40011,50020,10023,400
402513295496541,0301,2802,4202,7904,2304,7278,97010,00017,40020,200
502232934925869261,1502,1602,4903,7904,2518,0208,93015,60018,100
751802384034797639441,7502,0203,1103,5066,5307,32012,80014,800
801742303914637409151,6901,9603,0203,4006,3207,09012,40014,300
1001542053504156658201,5101,7402,7103,0575,6506,35011,10012,800
1501241662873395486721,2301,4202,2202,5214,6005,2009,13010,500
2001071432492944785841,0601,2201,9302,1993,9804,5107,9309,090
250951282232634305249451,0901,7301,9773,5504,0407,1108,140
300861162042403944798609951,5901,8133,2403,6906,5007,430
400741001772083434167428581,3801,5812,8003,2105,6506,440
50066891591863093736627661,0401,4222,5002,8705,0605,760
TABLE 13-24
POLYETHYLENE PLASTIC PIPE [NFPA 54: TABLE 6.2(r)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.3 in.w.c.
SPECIFIC GRAVITY:0.60
 PIPE SIZE (inch)
NOMINAL OD:½¾12
DESIGNATION:SDR 9.33SDR 11.0SDR 11.00SDR 10.00SDR 11.00SDR 11.00
ACTUAL ID:0.6600.8601.0771.3281.5541.943
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
101533055519551,4402,590
201052103796569911,780
30841693045277961,430
40721442604516811,220
50641282314006041,080
6058116209362547983
7053107192333503904
805099179310468841
904693168291439789
1004488159275415745
1253978141243368661
1503571127221333598
1753265117203306551
2003060109189285512
250275497167253454
300244888152229411
350224581139211378
400214275130196352
450193970122184330
500183766115174312

233

TABLE 12-25
POLYETHYLENE PLASTIC PIPE [NFPA 54: TABLE 6.2 (s)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2 psi
PRESSURE DROP:0.5 in.w.c.
SPECIFIC GRAVITY:0.60
PIPE SIZE (inch)
NOMINAL OD:½¾12
DESIGNATION:SDR 9.33SDR 11.0SDR 11.00SDR 10.00SDR 11.00SDR 11.00
ACTUAL ID:0.6600.8601.0771.3281.5541.943
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
102014037261,2601,9003,410
201382774998651,3102,350
301112224016951,0501,880
40951903435948981,610
50841693045277961,430
60761532764777211,300
70701402544396631,190
80651312364096171,110
90611232213835791,040
10058116209362547983
12551103185321485871
1504693168291439789
1754386154268404726
2004080144249376675
2503571127221333598
3003264115200302542
3502959106184278499
400275599171258464
450265193160242435
500244888152229411

234

TABLE12-26
POLYETHYLENE PLASTIC PIPE [NFPA 54: TABLE 6.2 (t)]
 GAS:NATURAL
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:0.60
PIPE SIZE (inch)
NOMINAL OD:½¾12
DESIGNATION:SDR 9.33SDR 11.0SDR 11.00SDR 10.00SDR 11.00SDR 11.00
ACTUAL ID:0.6600.8601.0771.3281.5541.943
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
Note: All table entries are rounded to 3 significant digits.
101,8603,7206,71011,60017,60031,600
201,2802,5604,6107,99012,10021,700
301,0302,0503,7106,4209,69017,400
408781,7603,1705,4908,30014,900
507781,5602,8104,8707,35013,200
607051,4102,5504,4106,66012,000
706491,3002,3404,0606,13011,000
806031,2102,1803,7805,70010,200
905661,1302,0503,5405,70010,200
1005351,0701,9303,3505,0509,080
1254749491,7102,9704,4808,050
1504298601,5502,6904,0607,290
1753957911,4302,4703,7306,710
2003687361,3302,3003,4706,240
2503266521,1802,0403,0805,530
3002955911,0701,8502,7905,010
3502725449811,7002,5704,610
4002535069131,5802,3904,290
4502374758561,4802,2404,020
5002244488091,4002,1203,800
5502134267681,3302,0103,610
6002034067331,2701,9203,440
6501943897021,2201,8403,300
7001873746741,1701,7603,170
7501803606491,1301,7003,050
8001743486271,0901,6402,950
8501683366071,0501,5902,850
9001633265881,0201,5402,770
9501583175729901,5002,690
1,0001543085569631,4502,610
1,1001462935289151,3802,480
1,2001392795048731,3202,370
1,3001342674828361,2602,270
1,4001282574638031,2102,180
1,5001242474467731,1702,100
1,6001192394317471,1302,030
1,7001152314177231,0901,960
1,8001122244047011,0601,900
1,9001092183936801,0301,850
2,0001062123826621,0001,800

235

TABLE 12-27
POLYETHYLENE PLASTIC TUBING [NFPA 54: TABLE 6.2(u)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2.0 psi
PRESSURE DROP:0.3 in. w.c.
SPECIFIC GRAVITY:0.60
PLASTIC TUBING SIZE (CTS)* (inch)
NOMINAL OD:½¾
DESIGNATION:SDR 7.00SDR 11.00
ACTUAL ID:0.4450.927
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*CTS = Copper tube size.
NA means a flow of less than 10 efh.
Note: All table entries are rounded to 3 significant digits.
1054372
2037256
3030205
4026176
5023156
6021141
7019130
8018121
9017113
10016107
1251495
1501386
1751279
2001174
2251069
250NA65
275NA62
300NA59
350NA54
400NA51
450NA47
500NA45
TABLE 12-28
POLYETHYLENE PLASTIC TUBING [NFPA 54: TABLE 6.2(v)]
 GAS:NATURAL
INLET PRESSURE:LESS THAN 2.0 psi
PRESSURE DROP:0.5 in. w.c.
SPECIFIC GRAVITY:0.60
PLASTIC TUBING SIZE (CTS)* (inch)
NOMINAL OD:½¾
DESIGNATION:SDR 7.00SDR 11.00
ACTUAL ID:0.4450.927
LENGTH (ft)CAPACITY IN CUBIC FEET OF GAS PER HOUR
*CTS=Copper tube size.
NA means a flow of less than 10 cfh.
Note: All table entries are rounded to 3 significant digits.
1072490
2049337
3039271
4034232
5030205
6027186
7025171
8023159
9022149
10021141
12518125
15017113
17515104
2001497
2251391
2501286
2751182
3001178
3501072
400NA67
450NA63
500NA59

236

TABLE 12-29
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.3(a)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:10.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE PIPE SIZING BETWEEN FIRST STAGE (HIGH PRESSURE REGULATOR) AND SECOND STAGE (LOW PRESSURE REGULATOR).
PIPE SIZE (inch)
NOMINAL INSIDE:½¾1234
ACTUAL:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
103,3206,95013,10026,90040,30077,600124,000219,000446,000
202,2804,7809,00018,50027,70053,30085,000150,000306,000
301,8303,8407,22014,80022,20042,80068,200121,000246,000
401,5703,2806,18012,70019,00036,60058,400103,000211,000
501,3902,9105,48011,30016,90032,50051,70091,500187,000
601,2602,6404,97010,20015,30029,40046,90082,900169,000
701,1602,4304,5709,38014,10027,10043,10076,300156,000
801,0802,2604,2508,73013,10025,20040,10070,900145,000
901,0102,1203,9908,19012,30023,60037,70066,600136,000
1009562,0003,7707,73011,60022,30035,60062,900128,000
1258481,7703,3406,85010,30019,80031,50055,700114,000
1507681,6103,0206,2109,30017,90028,60050,500103,000
1757061,4802,7805,7108,56016,50026,30046,50094,700
2006571,3702,5905,3207,96015,30024,40043,20088,100
2505821,2202,2904,7107,06013,60021,70038,30078,100
3005281,1002,0804,2706,40012,30019,60034,70070,800
3504861,0201,9103,9305,88011,30018,10031,90065,100
4004529451,7803,6505,47010,50016,80029,70060,600
4504248861,6703,4305,1409,89015,80027,90056,800
5004008371,5803,2404,8509,34014,90026,30053,700
5503807951,5003,0704,6108,87014,10025,00051,000
6003637591,4302,9304,4008,46013,50023,90048,600
6503477261,3702,8104,2108,11012,90022,80046,600
7003346981,3102,7004,0407,79012,40021,90044,800
7503216721,2702,6003,9007,50012,00021,10043,100
8003106491,2202,5103,7607,24011,50020,40041,600
8503006281,1802,4303,6407,01011,20019,80040,300
9002916091,1502,3603,5306,80010,80019,20039,100
9502835921,1102,2903,4306,60010,50018,60037,900
1,0002755751,0802,2303,3306,42010,20018,10036,900
1,1002615461,0302,1103,1706,1009,72017,20035,000
1,2002495219822,0203,0205,8209,27016,40033,400
1,3002394999401,9302,8905,5708,88015,70032,000
1,4002294809031,8502,7805,3508,53015,10030,800
1,5002214628701,7902,6805,1608,22014,50029,600
1,6002134468401,7302,5904,9807,94014,00028,600
1,7002064328131,6702,5004,8207,68013,60027,700
1,8002004197891,6202,4304,6707,45013,20026,900
1,9001944077661,5702,3604,5407,23012,80026,100
2,0001893957451,5302,2904,4107,03012,40025,400

237

TABLE 12-30
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.3(b)
 GAS:UNDILUTED PROPANE
INLET PRESSURE:10.0 psi
PRESSURE DROP:3.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE PIPE SIZING BETWEEN FIRST STAGE (HIGH PRESSURE REGULATOR) AND SECOND STAGE (LOW PRESSURE REGULATOR).
PIPE SIZE (inch)
NOMINAL INSIDE:½¾1234
ACTUAL:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
105,89012,30023,20047,60071,300137,000219,000387,000789,000
204,0508,46015,90032,70049,00094,400150,000266,000543,000
303,2506,79012,80026,30039,40075,800121,000214,000436,000
402,7805,81011,00022,50033,70064,900103,000183,000373,000
502,4605,1509,71019,90029,90057,50091,600162,000330,000
602,2304,6708,79018,10027,10052,10083,000147,000299,000
702,0504,3008,09016,60024,90047,90076,400135,000275,000
801,9104,0007,53015,50023,20044,60071,100126,000256,000
901,7903,7507,06014,50021,70041,80066,700118,000240,000
1001,6903,5406,67013,70020,50039,50063,000111,000227,000
1251,5003,1405,91012,10018,20035,00055,80098,700201,000
1501,3602,8405,36011,00016,50031,70050,60089,400182,000
1751,2502,6204,93010,10015,20029,20046,50082,300167,800
2001,1602,4304,5809,41014,10027,20043,30076,500156,100
2501,0302,1604,0608,34012,50024,10038,40067,800138,400
3009351,9503,6807,56011,30021,80034,80061,500125,400
3508601,8003,3906,95010,40020,10032,00056,500115,300
4008001,6703,1506,4709,69018,70029,80052,600107,300
4507511,5702,9606,0709,09017,50027,90049,400100,700
5007091,4802,7905,7308,59016,50026,40046,60095,100
5506731,4102,6505,4508,16015,70025,00044,30090,300
6006421,3402,5305,2007,78015,00023,90042,20086,200
6506151,2902,4204,9807,45014,40022,90040,50082,500
7005911,2402,3304,7807,16013,80022,00038,90079,300
7505691,1902,2404,6006,90013,30021,20037,40076,400
8005501,1502,1704,4506,66012,80020,50036,20073,700
8505321,1102,1004,3006,45012,40019,80035,00071,400
9005161,0802,0304,1706,25012,00019,20033,90069,200
9505011,0501,9704,0506,07011,70018,60032,90067,200
1,0004871,0201,9203,9405,90011,40018,10032,00065,400
1,1004639681,8203,7405,61010,80017,20030,40062,100
1,2004429231,7403,5705,35010,30016,40029,00059,200
1,3004238841,6703,4205,1209,87015,70027,80056,700
1,4004068491,6003,2804,9209,48015,10026,70054,500
1,5003918181,5403,1604,7409,13014,60025,70052,500
1,6003787901,4903,0604,5808,82014,10024,80050,700
1,7003667651,4402,9604,4308,53013,60024,00049,000
1,8003557411,4002,8704,3008,27013,20023,30047,600
1,9003447201,3602,7804,1708,04012,80022,60046,200
2,0003357001,3202,7104,0607,82012,50022,00044,900

238

TABLE 12-31
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.3(c)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE PIPE SIZING BETWEEN 2 PSI SERVICE AND LINE PRESSURE REGULATOR
PIPE SIZE (inch)
NOMINAL½¾1234
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
102,6805,59010,50021,60032,40062,40099,500176,000359,000
201,8403,8507,24014,90022,30042,90068,400121,000247,000
301,4803,0905,82011,90017,90034,50054,90097,100198,000
401,2602,6404,98010,20015,30029,50047,00083,100170,000
501,1202,3404,4109,06013,60026,10041,70073,700150,000
601,0102,1204,0008,21012,30023,70037,70066,700136,000
709341,9503,6807,55011,30021,80034,70061,400125,000
808691,8203,4207,02010,50020,30032,30057,100116,000
908151,7003,2106,5909,88019,00030,30053,600103,000
1007701,6103,0306,2309,33018,00028,60050,600103,000
1256821,4302,6905,5208,27015,90025,40044,90091,500
1506181,2902,4405,0007,49014,40023,00040,70082,900
1755691,1902,2404,6006,89013,30021,20037,40076,300
2005291,1102,0804,2806,41012,30019,70034,80071,000
2504699811,8503,7905,68010,90017,40030,80062,900
3004258891,6703,4405,1509,92015,80027,90057,000
3503918171,5403,1604,7409,12014,50025,70052,400
4003647601,4302,9404,4108,49013,50023,90048,800
4503417141,3402,7604,1307,96012,70022,40045,800
5003226741,2702,6103,9107,52012,00021,20043,200
5503066401,2102,4803,7107,14011,40020,10041,100
6002926111,1502,3603,5406,82010,90019,20039,200
6502805851,1002,2603,3906,53010,40018,40037,500
7002695621,0602,1703,2606,2709,99017,70036,000
7502595411,0202,0903,1406,0409,63017,00034,700
8002505239852,0203,0305,8309,30016,40033,500
8502425069531,9602,9305,6409,00015,90032,400
9002354909241,9002,8405,4708,72015,40031,500
9502284768971,8402,7605,3108,47015,00030,500
1,0002224638731,7902,6805,1708,24014,60029,700
1,1002104408291,7002,5504,9107,83013,80028,200
1,2002014207911,6202,4304,6807,47013,20026,900
1,3001924027571,5502,3304,4907,15012,60025,800
1,4001853867271,4902,2404,3106,87012,10024,800
1,5001783727011,4402,1604,1506,62011,70023,900
1,6001723596771,3902,0804,0106,39011,30023,000
1,7001663486551,3402,0103,8806,18010,90022,300
1,8001613373651,3001,9503,7606,00010,60021,600
1,9001573276171,2701,9003,6505,82010,30021,000
2,0001523186001,2301,8403,5505,66010,00020,400

239

TABLE 12-32
SCHEDULE 40 METALLIC PIPE [NFPA 54: TABLE 6.3(d)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:11.0 in. w.c.
PRESSURE DROP:0.5 in. w.c.
SPECIFIC GRAVITY:1.50
INTENDED USE: PIPE SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE REGULATOR).
PIPE SIZE (inch)
NOMINAL INSIDE:½¾1234
ACTUAL ID:0.6220.8241.0491.3801.6102.0672.4693.0684.026
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
102916081,1502,3503,5206,79010,80019,10039,000
202004187871,6202,4204,6607,43013,10026,800
301603366321,3001,9403,7505,97010,60021,500
401372875411,1101,6603,2105,1109,03018,400
501222554809851,4802,8404,5308,00016,300
601102314348921,3402,5704,1007,25014,800
801012124008211,2302,3703,7706,67013,600
100941973727631,1402,2003,5106,21012,700
125891853497161,0702,0703,2905,82011,900
150841753306771,0101,9503,1105,50011,200
175741552926008991,7302,7604,8809,950
200671402655438141,5702,5004,4209,010
250621292435007491,4402,3004,0608,290
300581202274656971,3402,1403,7807,710
350511072014126181,1901,9003,3506,840
40046971823735601,0801,7203,0406,190
45042891673445159911,5802,7905,700
50040831563204799221,4702,6005,300
55037781463004498651,3802,4404,970
60035731382834248171,3002,3004,700
65033701312694037761,2402,1904,460
70032661252573857411,1802,0904,260
75030641202463687091,1302,0004,080
80029611152363546811,0901,9203,920
85028591112273416561,0501,8503,770
90027571072203296341,0101,7903,640
95026551042133196139781,7303,530
1,00025531002063095959481,6803,420
1,1002552972003005789211,6303,320
1,2002450951952925628951,5803,230
1,3002348901852775348501,5003,070
1,4002246861762645098111,4302,930
1,5002144821692534877771,3702,800
1,6002042791622434687461,3202,590
1,7001940761562344517191,2702,500
1,8001939741512264366941,2302,500
1,9001838711462194226721,1902,420
2,0001837691422124096521,1502,350

240

TABLE 12-33
SEMI-RIGID COPPER TUBING [NFPA 54-09: TABLE 6.3(e)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:10.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE TUBE SIZING BETWEEN FIRST STAGE (HIGH PRESSURE) REGULATOR AND SECOND STAGE (LOW PRESSURE) REGULATOR
TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
105131,0602,1503,7605,33011,40020,50032,30067,400
203527271,4802,5803,6707,83014,10022,20046,300
302835841,1902,0802,9406,29011,30017,90037,200
402425001,0501,7802,5205,3809,69015,30031,800
502154439011,5702,2304,7708,59013,50028,200
601944018161,4302,0204,3207,78012,30025,600
701793697511,3101,8603,9807,16011,30023,500
801663436991,2201,7303,7006,66010,50021,900
901563226551,1501,6303,4706,2509,85020,500
1001473046191,0801,5403,2805,9009,31019,400
1251312705499591,3602,9105,2308,25017,200
1501182444978691,2302,6304,7407,47015,600
1751092254577991,1302,4204,3606,88014,300
2001012094267441,0602,2504,0606,40013,300
250901853776599352,003,6005,67011,800
300811683425978471,8103,2605,14010,700
350751553145497791,6603,0004,7309,840
400701442925117251,5502,7904,4009,160
450651352744806801,4502,6204,1308,590
500621272594536431,3702,4703,9008,120
550591212464306101,3002,3503,7007,710
600561152354105821,2402,2403,5307,350
650541112253935581,1902,1403,3807,040
700511062163785361,1402,0603,2506,770
750501022083645161,1001,9803,1306,520
80048992013514981,0601,9203,0206,290
85046961953404821,0301,8502,9206,090
90045931893304681,0001,8002,8405,910
95044901833204549701,750,7505,730
1,00042881783114429441,7002,6805,580
1,10040831692964208961,6102,5405,300
1,20038791612824008551,5402,4305,050
1,30037761552703838191,4702,3204,840
1,40035731482603687871,4202,2304,650
1,50034701432503557581,3602,1504,480
1,60033681382413437321,3202,0804,330
1,70032661342343317081,2702,0104,190
1,80031641302273216871,2401,9504,060
1,90030621262203126671,2001,8903,940
2,00029601222143046481,1701,8403,830

241

TABLE 12-34
SEMI-RIGID COPPER TUBING [NFPA 54-09:TABLE 6.3 (f)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:11.0 in.w.c.
PRESSURE DROP:0.5 in.w.c.
SPECIFIC GRAVITY:1.50
INTENDED USE: TUBE SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE
TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
NA means a flow of less than 10,000 Btu⁄hr
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
1045931883294679971,8002,8305,890
2031641292263216851,2301,9504,050
3025511041822585509911,5603,250
402144891552204718481,3402,780
501939791381954177521,1802,470
601735711251773786811,0702,240
701632661151633486269882,060
801530611071523245839191,910
901428571001423045478621,800
100132754951342875178141,700
125112448841192544587221,500
150102144761082304156541,360
175NA204070992123826021,250
200NA183765921973555601,170
250NA163358821753154961,030
300NA15305274158285449936
350NA14284868146262414861
400NA13264563136244385801
450NA12244260127229361752
500NA11234056120216341710
550NA11223853114205324674
600NA10213651109196309643
650NANA203449104188296616
700NANA193347100180284592
750NANA18324596174274570
800NANA18314493168264551
850NANA17304290162256533
900NANA17294187157248517
950NANA16284085153241502
1,000NANA16273983149234488
1,100NANA15263778141223464
1,200NANA14253575135212442
1,300NANA14243472129203423
1,400NANA13233269124195407
1,500NANA13223166119188392
1,600NANA12213064115182378
1,700NANA12202962112176366
1,800NANA11202860108170355
1,900NANA11192758105166345
2,000NANA11192757102161335

242

TABLE 12-35
SEMI-RIGID COPPER TUBING [NFPA 54-09: TABLE 6.3(g)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
 INTENDED USE: TUBE SIZING BETWEEN 2 PSIG SERVICE AND LINE PRESSUR REGULATOR
TUBE SIZE (inch)
NOMINAL:K & L:¼3/8½5/8¾12
ACR3/8½5/8¾7/811/813/8
OUTSIDE:0.3750.5000.6250.7500.8751.1251.3751.6252.125
INSIDE:0.3050.4020.5270.6520.7450.9951.2451.4811.959
LENGTH (ft.)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
*Table capacities are based on Type K copper tubing inside diameter (shown), which has the smallest inside diameter of the copper tubing products.
104138521,7303,0304,3009,17016,50026,00054,200
202845851,1902,0802,9506,31011,40017,90037,300
302284709561,6702,3705,0609,12014,40029,900
401954028181,4302,0304,3307,80012,30025,600
501733567251,2701,8003,8406,92010,90022,700
601573236571,1501,6303,4806,2709,88020,600
701442976051,0601,5003,2005,7609,09018,900
801342765629831,3902,9805,3608,45017,600
901262595289221,3102,7905,0307,93016,500
1001192454988711,2402,6404,7507,49015,600
1251052174427721,1002,3404,2106,64013,800
150951974007009922,1203,8206,02012,500
175881813686449131,9503,5105,54011,500
200821683435998491,8103,2705,15010,700
2507211493045317531,6102,9004,5609,510
300661352754816821,4602,6204,1408,610
350601242534426281,3402,4103,8007,920
400561162354115841,2502,2503,5407,370
450531092213865481,1702,1103,3206,920
500501032093655171,1101,9903,1405,530
55047971983464911,0501,8902,9806,210
60045931893304691,0001,8002,8405,920
650438918131604499591,7302,7205,670
70041861746044319211,6602,6205,450
75040821682934158881,6002,5205,250
80039801622834018571,5402,4305,070
85037771572743888291,4902,3504,900
90036751522653768041,4501,2804,750
95035721472583667811,410,22204,620
1,00034711432513567601,3702,1604,490
1,10032671362383387211,3002,0504,270
1,20031641302273226881,2401,9504,070
1,30030611242173096591,1901,8703,900
1,40028591202092966331,1401,8003,740
1,50027571152012866101,1001,7303,610
1,60026551111942765891,0601,6703,480
1,70026531081882675701,0301,6203,370
1,80025511041822595531,0001,5703,270
1,90024501011772515379661,5203,170
2,0002348991722445229401,4803,090

243

TABLE 12-36
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.3 (h)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:11.0 in.w.c.
PRESSURE DROP:0.5 in. w.c.
SPECIFIC GRAVITY:1.50
INTENDED USE CSST SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE) REGULATOR AND APPLIANCE SHUTOFF VALVE
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
*EHD=Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
(1) Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and⁄or fittings shall be increased by an equivalent length of tubing to the following equation: L = 1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and⁄or bends.
(2) All table entries are rounded to 3 significant digits.
572991812113554267448631,4201,6382,8303,2705,7806,550
1050691291502543035216059711,1791,9902,3204,1104,640
1539551041212082484224907759721,6201,9003,3703,790
203449911061832163654256618471,4001,6502,9303,290
25304282941641923253795837621,2501,4802,6302,940
30283974871511772973445286981,1401,3502,4002,680
40233364741311532562974496109881,1702,0902,330
50203058661181372272653975488841,0501,8702,080
60192653601071262072413595028059611,7101,900
7017254957991171912223304667458901,5901,760
8015234552941091782083074386968331,4901,650
9015224450901021691972864146567871,4001,550
1001420414785981591862703936217461,3301,480
1501115313666751231432173245066111,0901,210
200914283360691121291832834385319481,050
2508122530536199117163254390476850934
3008112326505790107147234357434777854
TABLE 12-37
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.3(i)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE CSST SIZING BETWEEN 2 PSI SERVICE AND LINE PRESSURE REGULATOR
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
*EHD=Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
Notes:
(1) Table does not include effect of pressure drop across the line regulator. Where regulator loss exceeds 1⁄2 psi (based on 13 in. w.c. outlet pressure). DO NOT USE THIS TABLE. Consult with regulator manufacturer for pressure drops and capacity factors. Pressure drops across a regulator may vary with flow rate.
(2) CAUTION: Capacities shown in the table may exceed maximum capacity for a selected regulator. Consult with regulator or tubing manufacturer for guidance.
(3) Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and⁄or fittings shall be increased by an equivalent length of tubing to the following equation: L=1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and/or bends.
(4) All table entries are rounded to 3 significant digits.
104265589271,1101,7402,1704,1004,7207,1307,95815,20016,80029,40034,200
252623475917011,1201,3802,5602,9504,5605,1479,55010,70018,80021,700
302383165406401,0301,2702,3302,6904,1804,7198,7109,79017,20019,800
402032714695548961,1002,0102,3203,6304,1167,5308,50014,90017,200
501812434204968069861,7902,0703,2603,7026,7307,61013,40015,400
751471963444066638091,4601,6902,6803,0535,4806,23011,00012,600
8014018933339366437681,4101,6302,5902,9615,3006,04010,60012,200
1001241692983505787031,2601,4502,3302,6624,7405,4109,53010,900
1501011372452874775751,0201,1801,9102,1953,8604,4307,8108,890
200861182132484155018801,0201,6601,9153,3403,8406,7807,710
250771051912223734487859101,4901,7222,9803,4406,0806,900
30069961732033434117168291,3601,5782,7203,1505,5606,300
40060821511752983556167161,1601,3762,3502,7304,8305,460
50053721351582683195506381,0301,2372,1002,4504,3304,880

244

TABLE 12-38
CORRUGATED STAINLESS STEEL TUBING (CSST) [NFPA 54-09: TABLE 6.3 (i)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:5.0 psi
PRESSURE DROP:3.5 psi
SPECIFIC GRAVITY:1.50
 TUBE SIZE (EHD)*
FLOW DESIGNATION:1315181923253031373946486062
LENGTH (ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
*EHD= Equivalent Hydraulic Diameter, which is a measure of the relative hydraulic efficiency between different tubing sizes. The greater the value of EHD, the greater the gas capacity of the tubing.
NOTES:
(1) Table does not include effect of pressure drop across the line regulator. Where regulator loss exceeds 1 psi, do not use this table. Consult with regulator manufacturer for pressure drops and capacity factors. Pressure drops across a regulator may vary with flow rate.
(2)CAUTION: Capacities shown in table may exceed maximum capacity for a selected regulator. Consult with regulator or tubing manufacturer for guidance.
(3)Table includes losses for four 90 degree bends and two end fittings. Tubing runs with larger numbers of bends and/or fittings shall be increased by an equivalent length of tubing to the following equation: L=1.3n, where L is additional length (ft) of tubing and n is the number of additional fittings and/or bends.
(4) All table entries are rounded to 3 significant digits.
108261,0701,7102,0603,1504,0007,8308,95013,10014,44428,60031,20054,40063,800
255096641,0901,3102,0402,5504,8605,6008,4009,33918,00019,90034,70040,400
304616039991,1901,8702,3404,4305,1007,6808,56416,40018,20031,70036,900
403965208671,0301,6302,0303,8204,4006,6807,46914,20015,80027,60032,000
503524637779261,4601,8203,4103,9305,9906,71712,70014,10024,70028,600
752843766377571211,4902,7703,1904,9205,53910,30011,60020,30023,400
802753636187311,1701,4502,6803,0904,7705,3729,99011,20019,60022,700
1002433245536561,0501,3002,3902,7604,2804,8308,93010,00017,60020,300
1501962624535358661,0601,94022403,5103,9837,2708,21014,40016,600
2001692263934647559231,6801,9303,0503,4746,2907,13012,50014,400
2501502023524156798281,4901,7302,7403,1245,6206,39011,20012,900
3001361833223796227571,3601,5702,5102,8655,1205,84010,30011,700
4001171582793285426571,1701,3602,1802,4984,4305,0708,92010,200
5001041402512944885891,0501,2101,9502,2473,9604,5408,0009,110
TABLE 12-39
POLYETHYLENE PLASTIC PIPE [NFPA 54: TABLE 6.3 (k)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:11.0 in.w.c.
PRESSURE DROP:0.5 in.w.c.
SPECIFIC GRAVITY:1.50
INTENDED USE: PE SIZING BETWEEN INTEGRAL 2-STAGE REGULATOR AT TANK OR 2ND STAGE (LOW PRESSURE REGULATOR) AND BUILDING
 PIPE SIZE (inch)
NOMINAL OD:½¾12
DESIGNATION:SDR 9.33SDR 11.0SDR 11.00SDR 10.00SDR 11.00SDR 11.00
ACTUAL ID:0.6600.8601.0771.3281.5541.943
LENGTH (ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
103406801,2302,1303,2105,770
202334688441,4602,2103,970
301873756771,1701,7703,180
401603215801,0001,5202,730
501422855148901,3402,420
601292584668071,2202,190
7011923742874211202010
801102213986901,0401,870
901032073746489781,760
100981963536129241,660
125871733135428191,470
150781572844917421,330
175721452614526831,230
200671352434206351,140
250601192153735631,010
30054108195338510916
3505099179311469843
4004692167289436784
4504387157271409736
5004182148256387695

245

TABLE 12-40
POLYETHYLENE PLASTIC PIPE [NFPA 54-09: TABLE 6.3(I)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:2.0 psi
PRESSURE DROP:1.0 psi
SPECIFIC GRAVITY:1.50
INTENDED USE: PE PIPE SIZING BETWEEN 2 PSI SERVICE AND LINE PRESSURE REGULATOR
 PIPE SIZE (inch)
NOMINAL OD:½¾12
DESIGNATION:SDR 9.33SDR 11.0SDR 11.00SDR 10.00SDR 11.00SDR 11.00
ACTUAL ID:0.6600.8601.0771.3281.5541.943
LENGTH(ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
103,1306,26011,30019,60029,50053,100
202,1504,3007,76013,40020,30036,500
301,7303,4506,23010,80016,30029,300
401,4802,9605,3309,24014,00025,100
501,3102,6204,7308,19012,40022,200
601,1902,3704,2807,42011,20020,100
701,0902,1803,9406,83010,30018,500
801,0102,0303,6706,3509,59017,200
909521,9103,4405,9609,00016,200
1008991,8003,2505,6308,50015,300
1257971,6002,8804,9907,53013,500
1507221,4502,6104,5206,83012,300
1756641,3302,4004,1606,28011,300
2006181,2402,2303,8705,84010,500
2505481,1001,9803,4305,1809,300
3004969941,7903,1104,6908,430
3504579141,6502,8604,3207,760
4004258511,5302,6604,0207,220
4503997981,4402,5003,7706,770
5003777541,3602,3603,5606,390
5503587161,2902,2403,3806,070
6003416831,2302,1403,2205,790
6503276541,1802,0403,0905,550
7003146281,1301,9602,9705,330
7503026051,0901,8902,8605,140
8002925851,0501,8302,7604,960
8502835661,0201,7702,6704,800
9002745499901,7102,5904,650
9502665339611,6702,5204,520
1,0002595189351,6202,4504,400
1,1002464928881,5402,3204,170
1,2002344708471,4702,2203,980
1,3002254508111,4102,1203,810
1,4002164327791,3502,0403,660
1,5002084167511,3001,9603,530
1,6002014027251,2601,9003,410
1,7001943897021,2201,8403,300
1,8001883776801,1801,7803,200
1,9001833666611,1401,7303,110
2,0001783566431,1101,6803,020

246

TABLE 12-41
POLYETHYLENE PLASTIC TUBING [NFPA 54-09: TABLE 6.3 (m)]
 GAS:UNDILUTED PROPANE
INLET PRESSURE:11.0 in. w.c.
PRESSURE DROP:0.5 in. w. c.
SPECIFIC GRAVITY:1.50
INTENDED USE: PETUBE SIZING BETWEEN INTEGRAL
2-STAGE REGULATOR AT TANK OR SECOND STAGE (LOW PRESSURE
REGULATOR) AND BUILDING.
 PLASTIC TUBING SIZE (CTS) (inch)
NOMINAL OD:½¾
DESIGNATION:SDR 7.00SDR 11.00
ACTUAL ID:0.4450.927
LENGTH (ft)CAPACITY IN THOUSANDS OF BTU PER HOUR
Note: All table entries are rounded to 3 significant digits.
10121828
2083569
3067457
4057391
5051347
6046314
7042289
8039269
9037252
10035238
12531211
15028191
17526176
20024164
22522154
25021145
27520138
30019132
35018121
40016113
45015106
50015100

247

248

CALIFORNIA PLUMBING CODE–MATRIX ADOPTION TABLE
CHAPTER 13–HEALTH CARE FACILITIES AND MEDICAL GAS AND VACUUM SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter X               
Adopt Entire Chapter as amended (amended sections listed below)        XXXX     
Adopt only those sections that are listed below                 
Chapter/Section
1301.2        XXXX     

249

250

CHAPTER 13
HEALTH CARE FACILITIES AND MEDICAL GAS AND VACUUM SYSTEMS

Part I – Special Requirements for
Health Care Facilities.

1301.0 Application.

1301.1 Construction and equipment requirements shall be applied only to new construction and new equipment, except as modified in individual chapters. Only the altered, renovated, or modernized portion of an existing system or individual component shall be required to meet the installation and equipment requirements stated in this standard. If the alteration, renovation, or modernization adversely impacts existing performance requirements of a system or component, additional upgrading shall be required. [NFPA 99:1.3.2]

1301.2 This chapter applies to the special fixtures and systems in health care facilities and to the special plumbing requirements for such facilities. Other plumbing in such facilities shall comply with other applicable sections of this code. [OSHPD 1, 2, 3 & 4] Medical gas systems for health care facilities that are regulated by OSHPD (hospitals, skilled nursing facilities, and intermediate care facilities, licensed clinics, and correctional treatment centers) shall be in accordance with NFPA 99-2005, Standard for Health Care Facilities. See California Building Code Table 1224.2 for location and number of station outlets for oxygen, vacuum, and medical air.

1301.3 This chapter shall not apply to breathing air replenishment (BAR) systems.

1302.0 Medical Gas and Vacuum Piping Systems – Installation Requirements.

The installation of medical gas and vacuum piping systems shall be in accordance with the requirements of this chapter and⁄or the appropriate standards adopted by the Authority Having Jurisdiction. For additional standards, see Table 14-1.

1302.1 The installation of individual components shall be made in accordance with the instructions of the manufacturer. Such instructions shall include directions and information deemed by the manufacturer to be adequate for attaining proper operation, testing, and maintenance of the medical gas and vacuum systems. Copies of the manufacturer's instructions shall be left with the system owner. [NFPA 99:5.1.10.10.9.1 – 5.1.10.10.9.3]

1302.2 The installation of medical gas and vacuum systems shall be made by qualified, competent technicians who are experienced in making such installations. Installers of medical gas and vacuum systems shall meet the requirements of ASSE Standard 6010, Professional Qualification Standard for Medical Gas and Vacuum System Installers. [NFPA 99:5.1.10.10.11.1 – 5.1.10.10.11.2]

1302.3 Brazing shall be performed by individuals who are qualified under the provisions of Section 1311.6. [NFPA 99:5.1.10.10.11.3]

1302.4 Prior to any installation work, the installer of medical gas and vacuum piping shall provide and maintain documentation on the job site for the qualification of brazing procedures and individual brazers that are required under Section 1311.6. [NFPA 99:5.1.10.10.11.4]

1303.0 Protrusions from Walls.

1303.1 Drinking fountain control valves shall be flushmounted or fully recessed when installed in corridors or other areas where patients are transported on a gurney, bed, or wheelchair.

1303.2 Piping exposed in corridors and other areas where subject to physical damage from the movement of carts, stretchers, portable equipment, or vehicles shall be protected. [NFPA 99:5.1.10.10.2.1]

1304.0 Psychiatric Patient Rooms.

Piping and drain traps in psychiatric patient rooms shall be concealed. Fixtures and fittings shall be resistant to vandalism.

1305.0 Locations for Ice Storage.

Ice makers or ice storage containers shall be located in nursing stations or similarly supervised areas to minimize potential contamination.

1306.0 Sterilizers.

1306.1 General. The requirements of this section apply to sterilizers and bedpan steamers. Such equipment shall be installed in accordance with this code and the manufacturer’s installation instructions.

1306.2 Indirect Waste Connections. Waste drainage from sterilizers and bedpan steamers shall be connected to the sanitary drainage system through an airgap in accordance with this chapter and Chapter 8. The size of indirect waste piping shall be not less than the size of the drain connection on the fixture. Each such indirect waste pipe shall not exceed fifteen (15) feet (4,572 mm) in length and shall be separately piped to a receptor. Such receptors shall be located in the same room as the equipment served. Except for bedpan steamers, such indirect waste pipes shall not require traps. A trap having a seal of not less than three (3) inches (76 mm) shall be provided in the indirect waste pipe for a bedpan steamer.

1307.0 Vapor Vents and Stacks for Sterilizers.

1307.1 General. When a sterilizer has provision for a vapor vent and such a vent is required by the manufacturer, the vent shall be extended to the outdoors above the roof. Sterilizer vapor vents shall be installed in accordance with the manufacturer’s instructions and shall not be connected to any drainage system vent.

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1308.0 Aspirators.

1308.1 (See Section 603.4.9, Water Inlets to Water Supplied Aspirators). Provisions for aspirators or other water-supplied suction devices shall be installed only with the specific approval of the Authority Having Jurisdiction. Where aspirators are used for removing body fluids, they shall include a collection container to collect liquids and solid particles. Aspirators shall indirectly discharge to the sanitary drainage system through an airgap in accordance with Chapter 8. The portable water supply to an aspirator shall be protected by a vacuum breaker or equivalent backflow protection device in accordance with Section 603.0.

Part II - Medical Gas and Vacuum Systems.

1309.0 Application.

1309.1 The provisions herein shall apply to the installation, testing, and verification of medical gas and vacuum piping in hospitals, clinics, and other health care facilities.

1309.2 The purpose of this chapter is to provide requirements for the installation, testing, and verification of medical gas and medical vacuum systems, from the central supply system to the station outlets or inlets.

1309.3 Wherever the terms medical gas or vacuum occur, the provisions shall apply to piped systems for oxygen, nitrous oxide, medical air, carbon dioxide, helium, medical-surgical vacuum, waste anesthetic gas disposal, and mixtures thereof. Wherever the name of a specific gas or vacuum service occurs, the provision shall apply only to that gas. [NFPA 99:5.1.1.2]

1309.4 This chapter does not apply to portable compressed gas systems.

1309.5 This chapter does not apply to:

  1. Cylinder and container management, storage, and reserve requirements.
  2. Gas central supply and bulk supply systems, except as addressed in this chapter.
  3. Electrical connections and requirements.
  4. Motor requirements and controls.
  5. Systems having nonstandard operating pressures, except as addressed in this chapter.
  6. Waste anesthetic gas disposal (WAGD) systems.
  7. Surface-mounted medical gas rail systems.

1309.6 The requirements of this chapter shall not be interpreted to conflict with the requirements of NFPA 99, Standard for Health Care Facilities. For requirements of portions of medical gas and medical vacuum systems not addressed in this chapter or medical gas and medical vacuum systems beyond the scope of this chapter refer to NFPA 99, Standard for Health Care Facilities.

1309.7 An existing system that is not in strict compliance with the provisions of the standard (Code) shall be permitted to be continued in use as long as the Authority Having Jurisdiction has determined that such use does not constitute a distinct hazard to life. [NFPA 99:5.1.1.4]

1310.0 Definitions.

1310.1 Building Supply. The pipe from the source of supply to a building or structure.

1310.2 Critical Care Area. Those special care units, intensive care units, coronary care units, angiography laboratories, cardiac catheterization laboratories, delivery rooms, operating rooms, post anesthesia recovery rooms, emergency departments, and similar areas in which patients are intended to be subjected to invasive procedures and connected to line-operated, patient-care-related electrical appliances. [NFPA 99:3.3.138.1]

1310.3 General Care Areas. General care areas are patient bedrooms, examining rooms, treatment rooms, clinics, and similar areas in which it is intended that the patient will come in contact with ordinary appliances such as a nurses-call system, electric beds, examining lamps, telephones, and entertainment devices. [NFPA 99:3.3.138.2]

1310.4 Manifold. A device for connecting outlets of one (1) or more gas cylinders to the central piping system for that specific gas. [NFPA 99:3.3.103]

1310.5 Medical Air. For purposes of this standard, medical air is air supplied from cylinders, bulk containers, medical air compressors, or has been reconstituted from oxygen USP and oil-free, dry nitrogen NF. Medical air shall be required to have the following characteristics [NFPA 99:3.3.106]:

  1. Be supplied from cylinders, bulk containers, medical air compressor sources, or be reconstituted from oxygen USP and oil-free dry nitrogen NF.
  2. Meet the requirements of medical air USP.
  3. Have no detectable liquid hydrocarbons.
  4. Have less than twenty-five (25) ppm gaseous hydrocarbons.
  5. Have equal to or less than five (5) mg⁄m3 of permanent particulates sized one (1) micron or larger in the air at normal atmospheric pressure. [NFPA 99:5.1.3.5.1 (1)-(5)]

1310.6 Medical Gas. Gas used in a medical facility, including oxygen, nitrous oxide, carbon dioxide, helium, medical air, and mixtures of these gases. Standards of purity apply.

1310.7 Medical Gas System. Complete system consisting of a central supply system (manifold, bulk, or compressors), including control equipment and piping extending to station outlets at the points where medical gases are required.

1310.8 Medical Vacuum System. See 1310.19, Vacuum System – Level 1.

1310.9 Nitrogen, NF (Oil-Free, Dry) (Nitrogen for Brazing and Testing). Nitrogen complying, at a minimum, with oil-free, dry nitrogen NF. [NFPA 99:3.3.120.1]

1310.10 Patient Care Area. Any portion of a health care facility where in patients are intended to be examined or treated. [NFPA 99:3.3.138]

1310.11 Purge, Flow. The removal of oxygen from a system by oil-free dry nitrogen during brazing.

1310.12 Purge, System. The removal of nitrogen from a system with the medical gas required for that system.

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1310.13 SCFM. Standard cubic feet per minute. [NFPA 99:3.3.163]

1310.14 Special Hazard Area. An area such as a kitchen or electrical switch-gear room.

1310.15 Station Inlet. An inlet point in a medical-surgical piped vacuum distribution system at which the user makes connections and disconnections. [NFPA 99:3.3.171]

1310.16 Station Outlet. An inlet point in a piped medical⁄surgical vacuum distribution system at which the user makes connections and disconnections. [NFPA 99:3.3.172]

1310.17 Use Point. A room or area of a room where medical gases are dispensed to a single patient for medical purposes. A use point is permitted to be comprised of a number of station outlets of different gases. [NFPA 99:3.3.180]

1310.18 User Outlet. See Station Outlet.

1310.19 Vacuum System–Level 1. A system consisting of central vaccum-producing equipment with pressure and operating controls, shutoff valves, alarm warning systems, gauges, and a network of piping extending to and terminating with suitable station inlets at locations where patient suction could be required. [NFPA 99:3.3.91]

1310.20 Valve, Isolation. A valve that isolated one (1) piece of equipment from another.

1310.21 Valve, Riser. A valve at the base of a vertical riser that isolates that riser.

1310.22 Valve, Service. A valve serving horizontal piping extending from a riser to a station outlet or inlet.

1310.23 Valve, Source. A single valve at the source that controls a number of units that make up the source.

1310.24 Valve, Zone. A valve that controls the gas or vacuum to a particular area.

1310.25 Waste Anesthetic Gas Disposal. The process of capturing and carrying away gases vented from the patient breathing circuit during the normal operation of gas anesthesia or analgesia equipment. [NFPA 99:3.3.184]

1311.0 General Requirements.

1311.1 Oxygen Compatibility. Tubes, valves, fittings, station outlets, and other piping components in medical gas systems shall have been cleaned for oxygen service by the manufacturer prior to installation in accordance with CGA 4.1, Cleaning Equipment for Oxygen Service, except that fittings shall be permitted to be cleaned by a supplier or agency other than the manufacturer. [NFPA 99:5.1.10.1.1]

1311.1.1 Components include but are not limited to containers, valves, valve seats, lubricants, fittings, gaskets, and interconnecting equipment including hose. Easily ignitable materials should be avoided.

Compatibility involves both combustibility and ease of ignition. Materials that burn in air will burn violently in pure oxygen at normal pressure and explosively in pressurized oxygen. Also, many materials that do not burn in air will do so in pure oxygen, particularly under pressure. Metals for containers and piping have to be carefully selected, depending on service conditions. The various steels are acceptable for many applications, but some service conditions can call for other materials (usually copper or its alloys) because of their greater resistance to ignition and lower rate of combustion. Similarly, materials that can be ignited in air have lower ignition energies in oxygen. Many such materials can be ignited by friction at a valve seat, stem packing or by adiabatic compression produced when oxygen at high pressure is rapidly introduced into a system initially at low pressure.

1311.1.2 Materials used in central supply systems shall meet the following requirement [NFPA 99:5.1.3.4.4]:

In those portions of systems intended to handle oxygen or nitrous oxide at gauge pressures of less than three hundred (300) psi (2,070 kPa), material construction shall be compatible with oxygen under the temperatures and pressures to which the components can be exposed in the containment and use of oxygen, nitrous oxide, mixtures of these gases, or mixtures containing more than 23.5 percent oxygen. [NFPA 99:5.1.3.4.4(1), (2)]

1311.2 Certification of medical gas and medical vacuum systems shall conform to the requirements of Section 1328.0 of this code, the Authority Having Jurisdiction, and NFPA 99, Standard for Health Care Facilities, Section 5.1.12.

1311.3 Prior to any installation work, the installer of medical gas and vacuum piping shall provide and maintain documentation on the job site for the qualification of brazing procedures and individual brazers that are required under Section 1311.6. [NFPA 99:5.1.10.10.11.4]

1311.3.1 Each length of tube shall be delivered plugged or capped by the manufacturer and kept sealed until prepared for installation. Fittings, valves, and other components shall be delivered sealed, labeled, and kept sealed until prepared for installation. [NFPA 99:5.1.10.1.2 and 5.1.10.1.3]

1311.4 Medical gas and medical vacuum systems shall be supplied from a source consisting of not less than two (2) units - primary and secondary, e.g., a manifold consisting of two (2) cylinder banks with not less than two (2) cylinders in each bank, not less than two (2) air compressors, or not less than two (2) vacuum pumps. However, two (2) supply pipelines are not required.

1311.5 Health Care Organization personnel shall be permitted to install piping systems in the requirements of this chapter are met during installation. [NFPA 99:5.1.10.10.11.5]

1311.6 Brazing procedures and brazer performance for the installation of medical gas and vacuum piping shall be qualified in accordance with either Section IX, Welding and Brazing Qualifications, of the ASME Boiler and Pressure Vessel Code, or AWS B2.2, Standard for Brazing Procedure and Performance Qualifications, both as modified below. [NFPA 99:5.1.10.10.12.1]

1311.6.1 Brazers shall be qualified by visual examination of the test coupon followed by sectioning. [NFPA 99:5.1.10.10.12.2]

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1311.6.2 The Brazing Procedure Specification (BPS) shall address cleaning, joint clearance, overlap, internal purge gas purge gas flow rate, and filler metal. [NFPA 99:5.1.10.10.12.3]

1311.6.3 The brazing procedure specification and the record of brazer performance qualification shall document filler metal used, cleaning, joint clearance, overlap, internal purge gas, and flow rate during brazing of coupon, and the absence of internal oxidation in the completed coupon. [NFPA 99:5.1.10.10.12.4]

1311.6.4 Brazing procedures qualified by a technically competent group or agency shall be permitted under the following conditions:

  1. The brazing procedure specification and the procedure qualification record meets the requirements of this standard.
  2. The employer obtains a copy of both the brazing procedure specification and the supporting qualification records from the group or agency and signs and dates these records, thereby accepting responsibility for the qualifications that were performed by the group or agency.
  3. The employer qualifies not less than one (1) brazer following each brazing procedure specification used. [NFPA 99:5.1.10.10.12.5]

1311.6.5 An employer shall be permitted to accept brazer qualification records of a previous employer under the following conditions:

  1. The brazer has been qualified following the same or an equivalent procedure that the new employer uses.
  2. The new employer obtains a copy of the record of brazer performance qualification tests from the previous employer and signs and dates these records, thereby accepting responsibility for the qualifications performed by the previous employer. [NFPA 99:5.1.10.10.12.6]

1311.6.6 Performance qualifications of brazers shall remain in effect indefinitely unless the brazer does not braze with the qualified procedure for a period exceeding six (6) months, or there is a specific reason to question the ability of the brazer. [NFPA 99: 5.1.10.10.12.7]

1312.0 Plan Review.

1312.1 Before any medical gas or medical vacuum system is installed or altered in any hospital, medical facility, or clinic, duplicate plans and specifications shall be filed with the Authority Having Jurisdiction. Approval of the plans shall be obtained prior to issuance of any permit by the Authority Having Jurisdiction.

1312.2 Plans and specifications shall show the following, in detail:

1312.2.1 Plot plan of the site, drawn to scale, indicating the location of existing or new cylinder storage areas, property lines, driveways, and existing or proposed buildings.

1312.2.2 Piping layout of the proposed piping system or alteration, including alarms, valves, origin of gases, and user outlets⁄inlets. The demand and loading of any piping, existing or future, shall also be indicated.

1312.2.3 Complete specification of materials.

1312.3 Plans and specifications submitted to the Authority Having Jurisdiction shall clearly indicate the nature and extent of the work proposed and shall show in detail that such work will conform to the provisions of this code.

1312.4 A record of as-built plans and valve identification records shall remain on the site at all times.

1313.0 System Performance.

1313.1 Required Operating Pressures. Medical gas and medical vacuum systems shall be capable of delivering service in the pressure ranges listed in Table 13-1.

1313.2 Minimum Flow Rates. Medical gas and medical vacuum systems shall be capable of supplying the flow rates listed in Table 13-2.

1313.3 Minimum Station Outlets⁄Inlets. Station outlets and inlets for medical gas and medical vacuum systems shall be provided as listed in Table 13-3.

1314.0 Required Pipe Sizing.

1314.1 Where the maximum demand for each medical gas or vacuum system and the maximum length of piping between the source equipment and the most distant station outlet⁄inlet do not exceed the values in Table 13-6, the size of pipe of each section of the system shall be determined using Tables 13-4 and 13-6. The size for systems beyond the range of Table 13-6 shall be determined by using the methods set forth in Section 1314.3 of this chapter.

1314.2 To determine the size of each section of pipe in any system within the range of Table 13-6, proceed as follows:

1314.2.1 Measure the length of the pipe from the source equipment location to the most remote station inlet⁄outlet on the system.

1314.2.2 In Table 13-6, select the column showing that distance, or the next longer distance if the table does not give the exact length.

1314.2.3 Starting at the most remote outlet⁄inlet, find in the vertical column just selected the medical gas or vacuum demand for that inlet⁄outlet. If the exact figure of demand is not shown, choose the next larger figure below in the column.

1314.2.4 Opposite this demand figure, in the first column at the left in Table 13-6, will be found the correct size of pipe.

1314.2.5 Using this same vertical column, proceed in a similar manner for each section of pipe serving this inlet⁄outlet. For each section of pipe, determine the total gas or vacuum demand supplied by the section, using Table 13-4.

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TABLE 13-1
STANDARD DESIGNATION COLORS AND OPERATING PRESSURES FOR GAS AND VACUUM SYSTEMS
[NFPA 99:TABLE 5.1.11]
GAS SERVICEABBREVIATED NAMECOLORS (BACKGROUND/TEXT)STANDARD GAUGE PRESSURE
Medical airMed AirYellow/black50–55 psi
(345–380 kPa)
Carbon dioxideCO2Gray/black or gray/white50–55 psi
(345–380 kPa)
HeliumHeBrown/white50–55 psi
(345–380 kPa)
NitrogenN2Black/white160–185 psi
(1,100–1,275 kPa)
Nitrous oxideN2OBlue/white50 55 psi
(345–380 kPa)
OxygenO2Green/white or white/green50–55 psi
(345–380 kPa)
Oxygen/carbon dioxide mixtureO2CO2n(n is % of CO2)Green/white50–55 psi
(345–380 kPa)
Medical-surgical vacuumMed VacWhite/black15 in. to 30 in. HgV
(360 mm to 760 mm)
Waste anesthetic gas disposalWAGDViolet/whiteVaries with system type
Other mixturesGas A%/ Gas B%Colors as above Major gas for background/ minor gas for textNone
Nonmedical air (level 3 gas-powered device) Yellow-and-white diagonal stripe/blackNone
Nonmedical and Level 3 vacuum White-and-black diagonal stripe/black boxedNone
Laboratory air Yellow-and-white checkerboard/blackNone
Laboratory vacuum White-and-black checkerboard/black boxedNone
Instrument air Red/white160–185 psi
(1,100–1,275 kPa)
TABLE 13-2
MINIMUM FLOW RATES
1 Any room designed for a permanently located respiratory ventilator or anesthesia machine shall have an outlet capable of a flow rate of 180 LPM (6.36 CFM) at the station outlet.
2 For testing and certification purposes, individual station inlets shall be capable of a flow rate of 3 SCFM, while maintaining a system pressure of not less than 12 inches (305 mm) at the nearest adjacent vacuum inlet.
Oxygen.71 CFM per outlet1 (20 LPM)
Nitrous Oxide.71 CFM per outlet1 (20 LPM)
Medical Compressed Air.71 CFM per outlet1 (20 LPM)
Nitrogen15 CFM (0.42 m3/min.) free air per outlet
Vacuum1 SCFM (0.03 sm3/min.) per inlet2
Carbon Dioxide.71 CFM per outlet1 (20 LPM)
Helium.71 CFM per outlet (20 LPM)

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TABLE 13-3
MINIMUM OUTLETS/INLETS PER STATION
LOCATIONOXYGENMEDICAL
VACUUM
MEDICAL
AIR
NITROUS
OXIDE
NITROGENHELIUMCARBON
DIOXIDE
1 Includes pediatric nursery.
2. Includes obstetric recovery.
3. Emergency trauma rooms used for surgical procedures shall be classified as general operating rooms.
4. Vacuum inlets required are in addition to any inlets used as part of a scavenging system for removal of anesthetizing gases.
Patient rooms for medical/surgical, obstetrics, and pediatrics1/bed1/bed1/bed
Examination/treatment for nursing units1/bed1/bed
Intensive care (all)3/bed3/bed2/bed
Nursery12/bed2/bed1/bed
General operating rooms2/room3/room42/room1/room1/room
Cytoscopic and invasive special procedures2/room3/room42/room
Recovery delivery and labor/delivery/recovery rooms22/bed2/bed1/bed
 2/room3/room41/room    
Labor rooms1/bed1/bed1/bed
First aid and emergency treatment31/bed1/bed41/bed
Autopsy1/station1/station
Anesthesia workroom1/station1/station
TABLE 13-4
SYSTEM SIZING – FLOW REQUIREMENTS FOR STATION INLET/OUTLET1
NUMBER OF INLET/OUTLET TERMINAL UNITS PER FACILITYDIVERSITY PERCENTAGE OF AVERAGE FLOW PER INLET/OUTLET TERMINAL UNITSMINIMUM PERMISSIBLE SYSTEM FLOW2SCFM (liters/minute) ALL PRESSURIZED MEDICAL GAS SYSTEMSVACUUM SYSTEMS
1 Flow rates of station inlets/outlets per Table 13-2.
2 The minimum system flow is the average inlet/outlet flow times the number of station inlets/outlets times the diversity percentage.
1–10100%Actual DemandSee Table 13-5
11–2575%7.0 (200)
26–5050%13.1 (375)
51–10050%17.5 (500)

1314.2.6 Size each section of branch piping not previously sized by measuring the distance from the source equipment location to the most remote inlet/outlet in that branch, and follow the procedures of Sections 1314.2.2 through 1314.2.5.

Note: Size branch piping in the order of the distance from the source location, beginning with the most distant outlet not previously sized.

1314.3 For conditions other than those covered by Section 1314.1 of this section, such as longer runs of greater gas or vacuum demands, the size of each gas or vacuum piping system shall be determined by standard engineering methods acceptable to the Authority Having Jurisdiction, and each system shall be so designed that the total pressure drop or gain between the source equipment and any inlet/outlet shall not exceed the allowable pressures shown in Table 13-1.

1315.0 Workmanship.

1315.1 Design, construction, and workmanship shall be in conformity with accepted engineering practices and shall meet the requirements of this code.

1315.2 Cracks, holes, or other imperfections in materials shall not be concealed by welding, brazing, or soldering, or by using paint, wax, tar, other leak-sealing or repair agents.

1315.3 Burred ends of all tubing shall be deburred using a deburring tool to the full bore of the tube, and all chips shall be removed.

1316.0 Materials.

The provisions of this section apply to the field-installed piping for the distribution of medical piped gases.

1316.1 Tubes, valves, fittings, station outlets, and other piping components in medical gas systems shall have been cleaned for oxygen service by the manufacturer prior to installation in accordance with CGA 4.1, Cleaning Equipment for Oxygen Service, except that fittings shall be permitted to be cleaned by a supplier or agency other than the manufacturer. [NFPA 99:5.1.10.1.1]

1316.2 Each length of tube shall be delivered plugged or capped by the manufacturer and kept sealed until prepared for installation. Fittings, valves, and other components shall be delivered sealed, labeled, and kept sealed until prepared for installation. [NFPA 99:5.1.10.1.2, 5.1.10.1.3]

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TABLE 13-5
OUTLET RATING FOR VACUUM PIPING SYSTEMS
 FREE-AIR ALLOWANCE, EXPRESSED AS CFM (LPM) AT 1 ATMOSPHEREZONE ALLOWANCES CORRIDORS-RISERS MAIN SUPPLY LINE-VALVES
LOCATION OF MEDICAL-SURGICAL VACUUM OUTLETSPER ROOMPER OUTLETSIMULTANEOUS USAGE, FACTOR PERCENTAIR TO BE TRANS PORTED CFM (LPM)*
*Free air at 1 atmosphere
Operating Rooms  
Major “A” (Radical, Open Heart)3.5 (99.1)1003.5 (99.1)
(Organ Transplant)3.5 (99.1)1003.5 (99.1)
(Radical Thoracic)3.5 (99.1)1003.5 (99.1)
Major “B”(All Other Major ORs)2.0 (56.6)1002.0 (56.6)
Minor1.0 (28.3)1001.0 (28.3)
Delivery Rooms1.0 (28.3)1001.0 (28.3)
Recovery Rooms (Post-Anesthesia) and Intensive Care Units (a minimum of 2 outlets per bed in each such department)  
1st outlet at each bed3.0 (85.0)501.5 (42.5)
2nd outlet at each bed1.0 (28.3)500.5 (14.2)
3rd outlet at each bed1.0 (28.3)100.1 (2.8)
All others at each bed1.0 (28.3)100.1 (2.8)
Emergency Rooms1.0 (28.3)1001.0 (28.3)
Patient Rooms  
Surgical1.0 (28.3)500.5 (14.2)
Medical1.0 (28.3)100.1 (2.8)
Nurseries1.0 (28.3)100.1 (2.8)
Treatment and Examining Rooms0.5 (14.2)100.05 (1.4)
Autopsy Area2.0 (56.6)200.4 (11.3)
Inhalation Therapy, Central Supply and Instructional Areas1.0 (28.3)100.1 (2.8)
TABLE 13-6
SIZE OF GAS/VACUUM PIPING
MAXIMUM DELIVERY CAPACITY3 IN SCFM (LPM)
LENGTH OF PIPING IN FEET (m)1
MEDICAL SYSTEMGAS PIPE SIZE Inch2100(30)250(76)500(152)750(228)1,000(304)
1 Length of piping includes a 30% allowance for fittings.
2 One-half inch (12.7 mm) diameter pipe is the minimum size allowed in medical gas systems.
3 Based on the following maximum pressure drops:
Oxygen, nitrous oxide, and medical air – 5 psig (10 in. Hg)
Vacuum – 1.96 psig (4 in. Hg)
Nitrogen – 20 psig (41 in. Hg)
Oxygen½15.0(425)10.6(300)7.4(209)5.9(167)5.1(144)
¾40.0(1,133)28.3(801)19.6(555)15.7(445)13.3(377)
150.0(1,416)50.0(1,416)40.2(1,138)32.2(912)27.7(784)
Nitrous Oxide½15.0(425)9.5(269)6.5(184)5.3(150)4.5(127)
¾30.0(849)24.7(699)17.1(484)13.7(388)11.7(331)
140.0(1,113)40.0(1,133)34.7(983)28.2(7,98)24.3(688)
Medical Air½18.1(512)11.1(314)7.8(221)6.3(177)5.3(151)
¾40.0(1,133)29.9(847)21.0(595)16.5(467)14.1(399)
150.0(1,416)50.0(1,416)42.1(1,192)35.8(1,013)29.2(826)
Vacuum122.8(645)13.7(338)9.5(269)7.6(215)6.5(184)
40.1(1,135)24.5(694)16.7(473)13.3(377)11.2(317)
63.7(1,804)38.9(1,101)26.8(759)21.1(600)17.9(507)
2132.7(3,758)81.4(2,305)56.0(1,586)45.0(1,274)38.3(1,084)
Nitrogen½25.0(708)25.0(708)25.0(708)23.8(674)20.6(583)
¾60.0(1,699)60.0(1,699)60.0(1,699)60.0(1,699)54.2(1,535)
1110.0(3,115)110.0(3,115)110.0(3,115)110.0(3,115)110.0(3,115)

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1316.3 Tubes shall be hard-drawn seamless copper ASTM B 819, Standard Specification for Seamless Copper Tube for Medical Gas Systems, medical gas tube, Type L, except that where operating pressures are exceeding a gauge pressure of one-hundred and eighty-five (185) psi (1,275 kPa), Type K shall be used for sizes exceeding DN80 (NPS 3) (31/8 in. O.D.).

ASTM B 819, Standard Specification for Seamless Copper Tube for Medical Gas Systems, medical gas tube shall be identified by the manufacturer's markings "OXY," "MED," "OXY/MED," "OXY/ACR," or "ACR/MED" in blue (Type L) or green (Type K). [NFPA 99:5.1.10.1.4, 5.1.10.1.5]

Piping for vacuum systems shall be constructed of any of the following:

  1. Hard-drawn seamless copper tube:
    1. ASTM B 88, Standard Specification for Seamless Copper Water Tube, (Types K, L, M).
    2. ASTM B 280, Standard Specification for Seamless Copper Tubing for Air Conditioning and Refrigeration Field Service (copper ACR tube).
    3. ASTM B 819, Standard Specification for Seamless Copper Tube for Medical Gas Systems, copper medical gas tubing (Type K or L).
  2. Stainless steel tube. [NFPA 99:5.1.10.2.1]:

    Piping systems shall be designed and sized to deliver the required flow rates at the utilization pressures.

    Mains and branches in medical gas-piping systems shall be not less than DN15 (NPS ½) (5/8 in. O.D.) size.

    Mains and branches in medical-surgical vacuum systems shall be not less than DN20 (NPS ¾) (7/8 in. O.D.) size.

    Drops to individual station outlets and inlets shall be not less than DN15 (NPS ½) (5/8 in. O.D.) size.

    Runouts to alarm panels and connecting tubing for gauges and alarm devices shall be permitted to be DN8 (NPS ¼) (3/8 in. O.D.) size. [NFPA 99:5.1.10.10.1.1 – 5.1.10.10.1.5]

1316.4 Turns, offsets, and other changes in direction in welded or brazed medical gas and vacuum piping shall be made with wrought-copper capillary fittings complying with ASME B16.22, Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings, or brazed fittings complying with ASME B16.50, Wrought Copper and Copper Alloy Braze-Joint Pressure Fittings. [NFPA 99:5.1.10.3.1]

1316.4.1 Cast-copper alloy fittings shall not be permitted. [NFPA 99:5.1.10.3.2]

1316.4.2 Branch connections in vacuum piping systems shall be permitted to be made using mechanically formed, drilled, and extruded tee-branch connections that are formed in accordance with the tool manufacturer's instructions and brazed. [NFPA 99:5.1.10.3.3]

1316.5 The following special fittings shall be permitted to be used in lieu of brazed joints:

  1. Memory-metal couplings having temperature and pressure ratings joints not less than that of a brazed joint.
  2. Listed or approved metallic gas tube fittings that, when made up, provide a permanent joint having the mechanical, thermal, and sealing integrity of a brazed joint.
  3. Dielectric fittings, where required by the manufacturer of special medical equipment to electrically isolate the equipment from the piping distribution system.
  4. Axially swaged, elastic strain preload fittings providing metal to metal seal having pressure and temperature ratings not less than that of a brazed joint and, when complete, are permanent and nonseparable. [NFPA 99:5.1.10.7]

1316.6 The following joints shall be prohibited throughout medical gas and vacuum distribution pipeline systems:

  1. Flared and compression-type connections, including connections to station outlets and inlets, alarm devices, and other components.
  2. Other straight-threaded connections, including unions.
  3. The use of pipe-crimping tools to permanently stop the flow. [NFPA 99:5.1.10.8]

1316.6.1 Threaded joints in medical gas and vacuum distribution piping shall meet the following requirements:

  1. Be limited to connections to pressure/ vacuum indicators, alarm devices, and source equipment.
  2. Be tapered pipe threads complying with ASME B1.20.1, Pipe Threads General Purpose, Inc.
  3. Be made up with polytetrafluoroethylene (such as TeflonTM tape or other thread sealant recommended for oxygen service, with the sealant applied to the male threads only. [NFPA 99:5.1.10.4]

1316.7 New or replacement shutoff valves shall be as follows:

  1. Quarter turn, full ported ball type.
  2. Brass or bronze construction.
  3. Have extensions for brazing.
  4. Have a handle indicating open or closed.
  5. Consist of three pieces permitting in-line serviceability. [NFPA 99:5.1.4.3]

1316.8 Soldered joints in copper Level 3 vacuum and Level 3 gas-powered systems piping shall be made in accordance with ASTM B 828, Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings, using a lead-free solder filler metal containing not more than 0.2 percent lead by volume. [NFPA 99:5.3.10.5]

1317.0 Cleaning for Medical Gas Piping Systems.

1317.1 The interior surfaces of tube ends, fittings, and other components that were cleaned for oxygen service by the manufacturer, but become contaminated prior to being installed, shall be permitted to be recleaned on-site by the installer by thoroughly scrubbing the interior surfaces with a clean, hot water–alkaline solution, such as sodium carbonate or trisodium phosphate one (1) pound to three (3) gallons (450 g to 11 L) of potable water and thoroughly rinsing them with clean, hot potable water. Other aqueous cleaning solutions shall be permitted to be used for on-site recleaning permitted above, provided that they are as recommended in CGA Pamphlet G-4.1, Cleaning Equipment for Oxygen Service, and are listed in CGA Pamphlet O2-DIR, Directory of Cleaning Agents for Oxygen Service. [NFPA 99:5.1.10.5.3.10 and 5.1.10.5.3.11]

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1317.2 Material that has become contaminated internally and is not clean for oxygen service shall not be installed. [NFPA 99:5.1.10.5.3.12]

1318.0 Installation of Piping.

1318.1 Piping shall be protected against freezing, corrosion, and physical damage. [NFPA 99:5.1.10.10.2]

Piping exposed in corridors and other areas where subject to physical damage from the movement of carts, stretchers, portable equipment, or vehicles shall be protected. [NFPA 99:5.1.10.10.2.1]

Piping underground within buildings or embedded in concrete floors or walls shall be installed in a continuous conduit. [NFPA 99:5.1.10.10.2.2]

1318.2 Piping risers shall be permitted to be installed in pipe shafts if protected from physical damage, effects of excessive heat, corrosion, or contact with oil.

Piping shall not be installed in kitchens, elevator shafts, elevator machine rooms, areas with open flames, electrical service equipment exceeding 600 volts, and areas prohibited under California Electrical Code, except for the following locations:

  1. Room locations for medical air compressor supply systems and medical-surgical vacuum pump supply systems.
  2. Room locations for secondary distribution circuit panels and breakers having a maximum voltage rating of 600 volts.

Medical gas piping shall be permitted to be installed in the same service trench or tunnel with fuel gas lines, fuel oil lines, electrical lines, steam lines, and similar utilities provided that the space is ventilated (naturally or mechanically) and the ambient temperature around the medical gas piping shall not exceed 130°F (54°C).

Medical gas piping shall not be located where subject to contact with oil, including a possible flooding area in the case of a major oil leak. [NFPA 99:5.1.10.10.3]

1318.3 Buried piping outside of buildings shall be installed below the local level of frost penetration. [NFPA 99:5.1.10.10.5.1]

1318.4 The installation procedure for underground piping shall protect the piping from physical damage while being backfilled. [NFPA 99:5.1.10.10.5.2]

If underground piping is protected by a conduit, cover, or other enclosure, the following requirements shall be met [NFPA 99:5.1.10.10.5.3]

  1. Access shall be provided at the joints for visual inspection and leak testing.
  2. The conduit, cover, or enclosure shall be self-draining and not retain groundwater in prolonged contact with the pipe.

Buried piping that will be subject to surface loads shall be buried at a depth that will protect the piping and its enclosure from excessive stresses. [NFPA 99:5.1.10.10.5.4]

The minimum backfilled cover above the top of the pipe or its enclosure for buried piping outside of buildings shall be thirty-six (36) inches (900 mm), except that the minimum cover shall be permitted to be reduced to eighteen (18) inches (450 mm) where physical damage is otherwise prevented. [NFPA 99:5.1.10.10.5.5]

Trenches shall be excavated so that the pipe enclosure has firm, substantially continuous bearing on the bottom of the trench. [NFPA 99:5.1.10.10.5.6]

Backfill shall be clean and compacted so as to protect and uniformly support the pipe enclosure. [NFPA 99:5.1.10.10.5.7]

A continuous tape or marker placed immediately above the enclosure shall clearly identify the pipeline by specific name. [NFPA 99:5.10.10.5.8]

A continuous warning means shall also be provided above the pipeline at approximately one-half (½) the depth of bury. [NFPA 99:5.1.10.10.5.9]

Where underground piping is installed through a wall sleeve, the ends of the sleeve shall be sealed to prevent the entrance of groundwater into the building. [NFPA 99:5.1.10.10.5.10]]

1318.5 Hose and flexible connectors, both metallic and non-metallic, shall be no longer than necessary and shall not penetrate or be concealed in walls, floors, ceilings, or partitions. Flexible connectors, metallic or nonmetallic, shall have a minimum burst pressure, with a gauge pressure of one-thousand (1,000) psi (6,895 kPa). [NFPA 99:5.1.10.10.7.1 – 5.1.10.10.7.2]

1318.6 Where a positive-pressure medical gas-piping distribution system, originally used or constructed for the use at one (1) pressure and for one (1) gas, is converted for operation at another pressure or for another gas, the provisions of Section 1316.0 shall apply as if the system were new. [NFPA 99:5.1.10.10.10.1]

A vacuum system shall not be permitted to be converted for use as a gas system. [NFPA 99:5.1.10.10.10.2]

1318.7 Piping exposed in corridors and other areas where subject to physical damage from the movement of carts, stretchers, portable equipment, or vehicles shall be protected. [NFPA 99:5.1.10.10.2.1]

1318.8 Piping shall be supported from the building structure in accordance with MSS Standard Practice SP-69, Piping Hangers and Supports – Selection and Application. [NFPA 99:5.1.10.10.4.1]

Hangers, and supports shall comply with MSS Standard Practice SP-58, Pipe Hangers and Supports – Materials, Design, and Manufacture. [NFPA 99:5.1.10.10.4.2]

Hangers for copper tube shall have a copper finish and be sized for copper tube. [NFPA 99:5.1.10.10.4.3]

In potentially damp locations, copper tube hangers or supports that are in contact with the tube shall be plastic-coated or otherwise be insulated from the tube. [NFPA 99:5.1.10.10.4.4]

Maximum support spacing shall be in accordance with Table 13-7. [NFPA 99: Table 5.1.10.4.5]

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TABLE 13-7
MAXIMUM PIPE SUPPORT SPACING [NFPA 99:5.1.10.10.4.5]
PIPE SIZEHANGER SPACING
ft.mm
[NFPA 99 5.1.10.6.4.1]
DN8(NPS ¼)(3/8 in O.D.)51,520
DN10(NPS 3/8)(½ in. O.D.)61,830
DN15(NPS ½)(5/2 in. O.D.)61,830
DN20(NPS ¾)(7/8 in. O.D.)72,130
DN25(NPS 1)(11/8 in. O.D.)82,440
DN32(NPS 1¼)(13/8 in. O.D.)92,740
DN40 and larger(NPS 1½)(15/8 in. O.D.)103,050
Vertical risers, all sizes
Every floor but not to exceed
154,570

1318.9 Where required, medical gas and vacuum piping shall be seismically restrained against earthquakes in accordance with the applicable building code. [NFPA 99:5.1.10.10.4.6] Seismic considerations shall conform to the requirements of this code and the Authority Having Jurisdiction.

1318.10 Two (2) or more medical gas-piping systems shall not be interconnected for testing or any other reason. Leak testing shall be accomplished by separately charging and testing the individual piping system. [NFPA 99:5.1.10.10.8.1– 5.1.10.10.8.2]

1318.11 Piping shall be labeled by stenciling or adhesive markers that identify the patient medical gas, the support gas, or vacuum system, and include:

  1. The name of the gas/vacuum system or the chemical symbol per NFPA 99, Standard for Health Care Facilities: Table 5.1.11.
  2. The gas or vacuum system color code per NFPA 99, Standard for Health Care Facilities: Table 5.1.11.
  3. Where positive-pressure gas piping systems operate at pressures other than the standard gauge pressure in NFPA 99, Standard for Health Care Facilities: Table 5.1.11, the pipe labeling shall include the operating pressure in addition to the name of the gas. [NFPA 99:5.1.11.1.1]

1319.0 Joints.

This section sets forth the requirements for pipe joint installation for positive-pressure medical gas systems.

1319.1 Brazed joints shall be made using a brazing alloy that exhibits a melting temperature in excess of 1,000°F (538°C) to retain the integrity of the piping system in the event of fire exposure. [NFPA 99:5.1.10.5.1.1]

Brazed tube joints shall be the socket type. [NFPA 99:5.1.10.5.1.2]

Filler metals shall bond with and be metallurgically compatible with the base metals being joined. [NFPA 99:5.1.10.5.1.3]

Filler metals shall comply with AWS A.5.8, Specification for Filler Metals for Brazing and Braze Welding. [NFPA 99:5.1.10.5.1.4]

Copper-to-copper joints shall be brazed using a copper–phosphorus or copper-phosphorus-silver brazing filler metal (BCuP series) without flux. [NFPA 99:5.1.10.5.1.5]

Flux shall only be used when brazing dissimilar metals, such as copper and bronze or brass, using a silver (BAg series) brazing filler material. [NFPA 99:5.1.10.5.4.1]

Joints to be brazed in place shall be accessible for necessary preparation, assembly, heating, filler application, cooling, cleaning, and inspection. [NFPA 99:5.1.10.5.1.7]

1319.2 Tube ends shall be cut square using a sharp tubing cutter to avoid deforming the tube. [NFPA 99:5.1.10.5.2.1]

The cutting wheels on tubing cutters shall be free from grease, oil, or other lubricant not suitable for oxygen service. [NFPA 99:5.1.10.5.2.2]

The cut ends of the tube shall be deburred with a sharp, clean deburring tool, taking care to prevent chips from entering the tube. [NFPA 99:5.1.10.5.2.3]

1319.3 The interior surfaces of tubes, fittings, and other components that are cleaned for oxygen service shall be stored and handled to avoid contamination prior to assembly and brazing. [NFPA 99:5.1.10.5.3.1]

The exterior surfaces of tube ends shall be cleaned prior to brazing to remove any surface oxides. [NFPA 99:5.1.10.5.3.1]

When cleaning the exterior surfaces of tube ends, no matter shall be permitted to enter the tube. [NFPA 99:5.1.10.5.3.3]

If the interior surfaces of fitting sockets become contaminated prior to brazing, they shall be recleaned for oxygen in accordance with Section 1317.1 and be cleaned for brazing with a clean, oil-free wire brush. [NFPA 99:5.1.10.5.3.4]

Clean, nonshedding, abrasive pads shall be used to clean the exterior surfaces of tube ends. [NFPA 99:5.1.10.5.3.5]

The use of steel wool or sand cloth shall be prohibited. [NFPA 99:5.1.10.5.3.6]

The cleaning process shall not result in grooving of the surfaces to be joined. [NFPA 99:5.1.10.5.3.7]

After being abraded, the surfaces shall be wiped using a clean, lint-free white cloth. [NFPA 99:5.1.10.5.3.8]

Tubes, fittings, valves, and other components shall be visually examined internally before being joined, to verify that

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they have not become contaminated for oxygen service and that they are free of obstructions or debris. [NFPA 99:5.1.10.5.3.9]

The interior surfaces of tube ends, fittings, and other components that were cleaned for oxygen service by the manufacturer, but become contaminated prior to being installed, shall be permitted to be recleaned on-site by the installer by thoroughly scrubbing the interior surfaces with a clean, hot water– alkaline solution, such as sodium carbonate or trisodium phosphate one (1) pound to three (3) gallons (450 g to 11 L) of potable water and thoroughly rinsing them with clean, hot potable water. [NFPA 99:5.1.10.5.3.10]

Other aqueous cleaning solutions shall be permitted to be used for on-site recleaning permitted in NFPA 99:5.1.10.5.3.10, provided that they are as recommended in CGA Pamphlet G-4.1, Cleaning Equipment for Oxygen Service, and are listed in CGA Pamphlet O2-DIR, Directory of Cleaning Agents for Oxygen Service. [NFPA 99:5.1.10.5.3.11]

Material that has become contaminated internally and is not clean for oxygen service shall not be installed. [NFPA 99:5.1.10.5.3.12]

Joints shall be brazed within eight (8) hours after the surfaces are cleaned for brazing. [NFPA 99:5.1.10.5.3.12]

1319.4 Flux shall only be used when brazing dissimilar metals such as copper and bronze or brass, using a silver (BAg series) brazing filler metal. [NFPA 99:5.1.10.5.4.1]

Surfaces shall be cleaned for brazing in accordance with Section 1319.3. [NFPA 99:5.1.10.5.4.2]

Flux shall be applied sparingly to minimize contamination of the inside of the tube with flux. [NFPA 99:5.1.10.5.4.3]

The flux shall be applied and worked over the cleaned surfaces to be brazed using a stiff bristle brush to ensure complete coverage and wetting of the surfaces with flux. [NFPA 99:5.1.10.5.4.4]

Where possible, short sections of copper tube shall be brazed onto the noncopper component and the interior of the subassembly shall be cleaned of flux prior to installation in the piping system. [NFPA 99:5.1.10.5.4.5]

On joints DN20 (NPS ¾) (7/8 in. O.D.) size and smaller, flux-coated brazing rods shall be permitted to be used in lieu of applying flux to the surfaces being joined. [NFPA 99:5.1.10.5.4.6]

1319.5 Tube ends shall be inserted fully into the socket of the fitting. [NFPA 99:5.1.10.5.6.1]

Where flux is permitted, the joint shall be heated slowly until the flux has liquefied. [NFPA 99:5.1.10.5.6.2]

After flux is liquefied, or where flux is not permitted to be used, the joint shall be heated quickly to the brazing temperature, taking care not to overheat the joint. [NFPA 99:5.1.10.5.6.3]

Techniques for heating the joint; applying the brazing filler metal; and making horizontal, vertical, and large-diameter joints shall be as stated in sections on Applying Heat and Brazing and Horizontal and Vertical Joints in Chapter VII, Brazed Joints, in the CDA Copper Tube Handbook. [NFPA 99:5.1.10.5.6.4]

1319.6 When being brazed, joints shall be continuously purged with oil-free, dry nitrogen NF to prevent the formation of copper oxide on the inside surfaces of the joint. [NFPA 99:5.1.10.5.5.1]

The source of the purge gas shall be monitored, and the installer shall be audibly alerted when the source content is low. [NFPA 99:5.1.10.5.5.2]

The purge gas flow rate shall be controlled by the use of a pressure regulator and flow meter or combination thereof. [NFPA 99:5.1.10.5.5.3]

Pressure regulators alone shall not be used to control purge gas flow rates. [NFPA 99:5.1.10.5.5.4]

In order to assure that all ambient air has been removed from the pipeline prior to brazing, an oxygen analyzer shall be used to verify the effectiveness of the purge. The oxygen analyzer shall read below 1 percent oxygen concentration before brazing is to begin. [NFPA 99:5.1.10.5.5.5]

During and after installation, openings in the piping system shall be kept sealed to maintain a nitrogen atmosphere within the piping to prevent debris or other contaminants from entering the system. [NFPA 99:5.1.10.5.5.6]

While a joint is being brazed, a discharge opening shall be provided on the opposite side of the joint from where the purge gas is being introduced. [NFPA 99:5.1.10.5.5.7]

The flow of purge gas shall be maintained until the joint is cool to the touch. [NFPA 99:5.1.10.5.5.8]

After the joint has cooled, the purge discharge opening shall be sealed to prevent contamination of the inside of the tube and maintain the nitrogen atmosphere within the piping system. [NFPA 99:5.1.10.5.5.9]

The final connection of new piping to an existing, in-use pipeline shall be permitted to be made without the use of a nitrogen purge. [NFPA 99:5.1.10.5.5.10]

After a final connection in a positive-pressure medical gas pipeline is made without a nitrogen purge, an outlet in the immediate downstream zone of the affected portions of both the new and existing in-use piping shall be tested in accordance with NFPA 99:5.1.12.3.9, Final Tie-In Test. [NFPA 99:5.1.10.5.5.11]

When using the autogenous orbital welding process, joints shall be continuously purged inside and outside with inert gas(es) in accordance with the qualified welding procedure. [NFPA 99:5.1.10.5.5.12]

1319.7 After brazing, the outside of all joints shall be cleaned by washing with water and a wire brush to remove any residue and permit clear visual inspection of the joint. [NFPA 99:5.1.10.5.7.1]

Where flux has been used, the wash water shall be hot. [NFPA 99:5.1.10.5.7.2]

Each brazed joint shall be visually inspected after cleaning the outside surfaces. [NFPA 99:5.1.10.5.7.3]

Joints exhibiting the following conditions shall not be permitted:

  1. Flux or flux residue (when flux or flux-coated BAg series rods are used with dissimilar metals).261
  2. Base metal melting or erosion.
  3. Unmelted filler metal.
  4. Failure of the filler metal to be clearly visible all the way around the joint at the interface between the socket and the tube.
  5. Cracks in the tube or component.
  6. Cracks in the brazed filler metal.
  7. Failure of the joint to hold the test pressure under the installer-performed initial pressure test (Section 1327.10) and standing pressure test (Section 1327.11). [NFPA 99:5.1.10.5.7.4]

Brazed joints that are identified as defective under conditions of Section 1319.7(2) or (5) shall be replaced. [NFPA 99:5.1.10.5.7.5]

Brazed joints that are identified as defective under Sections 1319.7(1), (3), (4), (6), or (7) shall be permitted to be repaired, except that no joint shall be reheated more than once before being replaced. [NFPA 99:5.1.10.5.7.6]

1320.0 Valves – Requirements, Locations, and Labeling.

1320.1 General Requirements. Shutoff valves accessible to other than authorized personnel shall be installed in valve boxes with frangible or removable windows large enough to permit manual operation of valves. [NFPA 99:5.1.4.2.1]

Shutoff valves for use in certain areas, such as psychiatric or pediatric, shall be permitted to be secured with the approval of the Authority Having Jurisdiction to prevent inappropriate access. [NFPA 99:5.1.4.2.2]

1320.1.1 Where valves are concealed in any enclosure, the door or entry to the enclosure shall be identified and color coded with the type of gas service installed, as described in Section 1323.0. Enclosures shall be of sufficient size to permit valve operation. Valve handles in the off position shall prevent closure of the access panel or door.

1320.2 In-line shutoff valves intended for use to isolate piping for maintenance or modification shall meet the following requirements:

  1. Be located in a restricted area.
  2. Be locked or latched open.
  3. Be identified in accordance with Section 1323.0 [NFPA 99:5.1.4.9.1]

1320.3 Shutoff valves provided for the connection of future piping shall meet the following requirements:

  1. Be locked in a restricted area.
  2. Be locked or latched closed.
  3. Be identified in accordance with Section 1323.0 [NFPA 99:5.1.4.10]

1320.3.1 Future connection valves shall be labeled as to gas content. [NFPA 99:5.1.4.10.1]

1320.3.2 Downstream piping shall be closed with a brazed cap with tubing allowance for cutting and rebrazing. [NFPA 99:5.1.4.10.2]

1320.3.3 A zone valve shall be located immediately outside each vital life-support, critical care, and anesthetizing location in each medical gas and⁄or vacuum line, and located so as to be readily accessible in an emergency. [NFPA 99:5.1.4.8.7]

1320.3.4 Gas-delivery columns, hose reels, ceiling tracks, control panels, pendants, booms, or other special installations shall be located downstream of the zone valve. [NFPA 99:5.1.4.8.7.1]

1320.3.5 Zone valves shall be so arranged that shutting off the supply of gas to any one (1) operating room or anesthetizing location will not affect the others. [NFPA 99:5.1.4.8.7.2]

1320.4 Source Valve. A shutoff valve shall be placed at the immediate connection of each source system to the distribution piping to permit the entire source, including all accessory devices (such as hair dryers, final line regulators, etc.), to be isolated from the facility. [NFPA 99:5.1.4.4]

1320.4.1 The source valve shall be located in the immediate vicinity of the source equipment. [NFPA 99:5.1.4.4.1]

1320.4.2 The source valve shall be labeled in accordance with Section 1323.0, Source Valve for the (Source Name). [NFPA 99:5.1.4.4.2, 5.1.11.2.3]

1320.5 Main Valve. A shutoff valve shall be provided in the main supply line inside of the building, except where one or more of the following conditions exist:

  1. The source and source valve are located inside the building served.
  2. The source system is physically mounted to the wall of the building served and the pipeline enters the building in the immediate vicinity of the source valve. [NFPA 99:5.1.4.5]

1320.5.1 The main line valve shall be located to permit access by authorized personnel only (i.e., by locating above a ceiling or behind a locked access door). [NFPA 99:5.1.4.5.1]

1320.5.2 The main line valve shall be located on the facility side of the source valve and outside of the source room, enclosure, or where the main line first enters the building. [NFPA 99:5.1.4.5.2]

1320.5.3 The main line shall be labeled in accordance with Section 1323.0. [NFPA 99:5.1.4.5.3 and 5.1.11.2.4]

1320.6 Riser Valve. Each riser supplied from the main line shall be provided with a shutoff valve adjacent to the riser connection. Riser valves shall be permitted to be located above ceilings, but shall remain accessible and not be obstructed. [NFPA 99:5.1.4.6, 5.1.4.6.1]

1320.7 Zone Valve. Station outlets⁄inlets shall be supplied through a zone valve as follows:

  1. The zone valve shall be placed such that a wall intervenes between the valve and outlets⁄inlets that it controls.
  2. The zone valve shall serve only outlets⁄inlets located on that same story. [NFPA 99:5.1.4.8]

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1320.7.1 Zone valves shall be readily operable from a standing position in the corridor on the same floor they serve. [NFPA 99:5.1.4.8.1]

1320.7.2 Zone valves shall be so arranged that shutting off the supply of medical gas or vacuum to one (1) zone will not affect the supply of medical gas or vacuum to another zone or the rest of the system. [NFPA 99:5.1.4.8.2]

1320.8 Service Valves. Service valves shall be placed in the branch piping prior to any zone valve box assembly on that branch. [NFPA 99:5.1.4.7.2]

1320.8.1 Only one (1) service valve shall be required for each branch off of a riser regardless of how many zone valve boxes are installed on that lateral. [NFPA 99:5.1.4.7.1]

1320.8.2 Service valves shall be installed to allow servicing or modification of lateral branch piping from a main or riser without shutting down the entire main, riser, or facility. [NFPA 99:5.1.4.7]

1321.0 Pressure-Regulating Equipment.

1321.1 Pressure-regulating equipment shall be installed in the supply main upstream of the final line-pressure valve. Where multiple piping systems for the same gas at different operating pressures are required, separate pressure-regulating equipment, relief valves, and source shutoff valves shall be provided for each pressure.

1321.2 Each central supply system shall have a pressure-relief valve set at 50 percent above normal line pressure, installed downstream of the pressure regulator and upstream of any shutoff valve. This pressure-relief valve shall be permitted to be set at a higher pressure, provided another pressure-relief valve set at 50 percent above normal line pressure is installed in the main supply line.

1321.2.1 Pressure-relief valves shall close automatically when excess pressure has been released.

1321.2.2 Pressure-relief valves set at 50 percent shall be vented to the outside from gas systems, except medical air, or if the total capacity of the supply system is in excess of three-thousand (3,000) cubic feet (85 m3) of gas.

1321.2.3 Pressure-relief valves shall be of brass or bronze and specially designed for the gas service involved.

1321.2.4 A pressure-relief valve shall not be isolated from its intended use by any valve.

1321.3 Pressure Gauges. Pressure and vacuum indicators shall be readable from a standing position. Pressure⁄vacuum indicators shall be provided at the following locations, as a minimum:

  1. Adjacent to the alarm-initiating device for source mainline pressure and vacuum alarms in the master alarm system.
  2. At or in area alarm panels to indicate the pressure⁄vacuum at the alarm activating device for each system that is monitored by the panel.
  3. On the station outlet⁄inlet side of zone valves. [NFPA 99:5.1.8.2.1, 5.1.8.2.2]

1322.0 Station Outlets⁄Inlets.

Station outlets and inlets shall be installed in strict accordance with the manufacturers instructions.

1322.1 After installation of the piping, but before installation of the station outlets⁄inlets and other medical gas and medical gas system components (e.g., pressure-actuating switches for alarms, manifolds, pressure gauges, or pressure relief valves), the line shall be blown clear by means of oil-free, dry nitrogen.

1323.0 Labeling and Identification.

The gas content of medical gas piping systems shall be readily identifiable by appropriate labeling with the name and pressure contained. Such labeling shall be by means of metal tags, stenciling, stamping, or adhesive markers, in a manner that is not readily removable. Where supplementary color identification of piping is used, it shall be in accordance with the gases and colors indicated in CGA Pamphlet C-9, Standard Color-Marking of Compressed Cylinders Intended for Medical Gas Use, See Table 13-1.

1323.1 Piping shall be labeled by stenciling or adhesive markers that identify the medical gas, support gas, or vacuum system and include:

  1. The name of the gas⁄vacuum system or the chemical symbol per Table 13-1.
  2. The gas or vacuum system color code per Table 13-1.
  3. Where positive-pressure gas piping systems operate at pressures other than the standard gauge in Table 13-1, the pipe labeling shall include the operating pressure in addition to the name of the gas. [NFPA 99:5.1.11.1.1]

Pipe labels shall be located as follows:

  1. At intervals of not more than twenty (20) feet (6,100 mm).
  2. Not less than once in or above every room.
  3. On both sides of walls or partitions penetrated by the piping.
  4. Not less than once in every story height traversed by risers. [NFPA 99:5.1.11.1.2]

1323.2 Shutoff valves shall be identified as follows:

  1. The name or chemical symbol for the specific medical gas or vacuum system.
  2. The room or areas served.
  3. A caution to not close or open valve except in emergency. [NFPA 99:5.1.11.2.1]

1323.3 Station outlets and inlets shall be identified as to the name or chemical symbol for the specific medical gas or vacuum provided. [NFPA 99:5.1.11.3.1]

1323.4 The shutoff valves described in Sections 1320.4, 1320.5, and 1320.6 shall be labeled to reflect the rooms that are controlled by such valves. Labeling shall be kept current from initial construction through acceptance. Valves shall be labeled in substance as follows:

In-line shutoff valves shall be labeled in substance as follows:

263

CAUTION (NAME OF MEDICAL GAS) VALVE DO NOT CLOSE EXCEPT IN EMERGENCY THIS VALVE CONTROLS SUPPLY TO.

Source valves shall be labeled in substance as follows:

SOURCE VALVE FOR THE (SOURCE NAME).

Main line valves shall be labeled in substance as follows:

MAIN LINE VALVE FOR THE (GAS⁄VACUUM NAME) SERVING THE (NAME OF BUILDING).

Riser valve(s) shall be labeled in substance as follows:

RISER FOR THE (GAS⁄VACUUM NAME) SERVING (NAME OF THE AREA⁄BUILDING SERVED BY THE PARTICULAR RISER).

Service valve(s) shall be labeled in substance as follows:

SERVICE VALVE FOR THE (GAS⁄VACUUM NAME) SERVING (NAME OF THE AREA⁄BUILDING SERVED BY THE PARTICULAR VALVE).

[NFPA 99:5.1.11.2.6]

1324.0 Alarms.

Master, area, and local alarm systems used for medical gas and vacuum systems shall include the following:

  1. Separate visual indicators for each condition monitored, except as permitted for local alarms that are displayed on master alarm panels.
  2. Visual indicators that remain in alarm until the situation that has caused the alarm is resolved.
  3. A cancelable audible indication of each alarm condition that produces a sound with a minimum level of not less than eighty (80) decibels at three (3) feet (920 mm).
  4. A means to visually identify a lamp or LED failure.
  5. Visual and audible indication that the wiring to an alarm initiating device is disconnected.
  6. Labeling of each indicator, indicating the condition monitored.
  7. Labeling of each alarm panel for its area of surveillance.
  8. Reinitiation of the audible signal if another alarm condition occurs while the audible alarm is silenced.
  9. Power for master and area alarms from the life safety branch of the emergency electrical system as described in NFPA 99, Standard for Health Care Facilities, Chapter 4, Electrical Systems.
  10. Power for local alarms, dew point sensors, and carbon monoxide sensors permitted to be from the same essential electrical branch as is used to power the air compressor system.
  11. Wiring from switches or sensors that is supervised or protected as required by Section 517.30(C)(3) of California Electrical Code, for emergency system circuits.
  12. Assurance by the responsible authority of the facility that the labeling of alarms, where room numbers or designations are used, is accurate and up-to-date.
  13. Provisions for automatic restart after a power loss of ten (10) seconds (e.g., during generator startup) without giving false signals or requiring manual reset. [NFPA 99:5.1.9.1]

1324.1 Functioning of alarm components shall be verified in accordance with testing and monitoring requirements of the manufacturer and the Authority Having Jurisdiction.

1325.0 Medical Air System.

Medical air compressors shall be installed in a well-lit, ventilated, and clean location and shall be accessible. The location shall be provided with drainage facilities. The medical air compressor area shall be located separately from medical gas cylinder system sources, and shall be readily accessible for maintenance.

1325.1 Medical air compressors shall be sufficient to serve the peak calculated demand with the largest single compressor out of service. In no case shall there be less than two (2) compressors. [NFPA 99:5.1.3.5.11.2]

Medical air compressor systems shall consist of the following:

  1. Components complying with NFPA 99:5.1.3.5.4 through NFPA 99:5.1.3.5.10, arranged per NFPA 99:5.1.3.5.11.
  2. An automatic means to prevent backflow from on-cycle compressors through off-cycle compressors.
  3. A manual shutoff valve to isolate each compressor from the centrally piped system and from other compressors for maintenance or repair without loss of pressure in the system.
  4. Intake filter-mufflers of the dry type.
  5. Pressure relief valves set at 50 percent above line pressure.
  6. Piping between the compressor and the source shutoff valve compatible with oxygen that does not contribute to contaminant levels. [NFPA 99:5.1.3.5.3.2]
  7. Except as defined in NFPA 99:5.1.3.5.3.2(1) through NFPA 99:5.1.3.5.3.2(6), materials and devices used between the medical air intake and the medical air source valve shall be permitted to be of any design or construction appropriate for the service, as determined by the manufacturer. [NFPA 99:5.1.3.5.3.2]

1325.2 The medical air compressors shall draw their air from a source of clean air located where no contamination is anticipated from engine exhausts, fuel storage vents, medical-surgical vacuum system discharges, particulate matter, or odor of any type. [NFPA 99:5.1.3.5.13.1]

1325.3 Compressor intake piping shall be hard-drawn seamless copper, and one of the following:

264

  1. ASTM B 88, Standard Specification for Seamless Copper Water Tube, (Types K or L).
  2. ASTM B 280, Standard Specification for Seamless Copper Tubing for Air Conditioning and Refrigeration Field Service (Copper ACR tube).
  3. ASTM B 819, Standard Specification for Seamless Copper Tube for medical Gas Systems, (Types K or L). [NFPA 99:5.1.3.5.13.4]

The compressor air intake shall be located outdoors above roof level, at a minimum distance not less than of ten (10) feet (3,050 mm) from any door, window, exhaust, other intake, or opening in the building and a distance of not less than twenty (20) feet (6,100 mm) above ground. [NFPA 99:5.1.3.5.13.2]

If an air source equal to or better than outside air (e.g., air already filtered for use in operating room ventilating systems) is available, it shall be permitted to be used for the medical air compressors with the following provisions:

  1. This alternate source of supply air shall be available on a continuous twenty-four (24) hours-per-day, seven (7) days-per-week basis.
  2. Ventilating systems having fans with motors or drive belts located in the air stream shall not be used as a source of medical air intake. [NFPA 99:5.1.3.5.13.3]

Air intakes for separate compressors shall be permitted to be joined together to one (1) common intake where the following conditions are met:

  1. The common intake is sized to minimize back pressure in accordance with the manufacturer's recommendations.
  2. Each compressor can be isolated by manual or check valve, blind flange, or tube cap to prevent open inlet piping when compressors are removed from service and consequent backflow of room air into the other compressor(s). [NFPA 99:5.1.3.5.13.5]

1325.3.1 Each medical air compressor shall have an isolation valve installed so that shutting off or failure of the largest unit will not affect the operation of the other unit(s).

1325.4 Drains shall be installed on dryers, aftercoolers, separators, and receivers.

1325.5 Medical air receivers shall be provided with proper valves to allow the flow of compressed air to enter and exit out of separator receiver ports during normal operation and allow the receiver to be by-passed during service, without shutting down the medical air system. [NFPA 99:5.1.3.5.11.4]

1325.6 Medical Air Receivers. Receivers for medical air shall meet the following requirements:

  1. Be made of corrosion-resistant materials or otherwise be made corrosion resistant.
  2. Comply with Section VIII, Unfired Pressure Vessels, of the ASME Boiler and Pressure Vessel Code.
  3. Be equipped with a pressure-relief valve, automatic drain, manual drain, sight glass, and pressure indicator.
  4. Be of a capacity sufficient to prevent the compressor from short cycling. [NFPA 99:5.1.3.5.6]

Piping within compressor systems upstream of the source shutoff valve shall comply with Sections 1316.0 and 1319.0, except that stainless steel shall be permitted to be used as a piping material.

1326.0 Medical Vacuum Pump System.

The vacuum plant shall be installed in a well-lit, ventilated, and clean location with ample accessibility. The location shall be provided with drainage facilities. The vacuum plant, when installed as a source, shall be located separately from other medical vacuum system sources, and shall be readily accessible for maintenance.

1326.1 Medical–surgical vacuum sources shall consist of the following:

  1. Two (2) or more vacuum pumps sufficient to serve the peak calculated demand with the largest single vacuum pump out of service.
  2. An automatic means to prevent backflow from any on-cycle vacuum pumps through any off-cycle vacuum pumps.
  3. A shutoff valve or other isolation means to isolate each vacuum pump from the centrally piped system and other vacuum pumps for maintenance or repair without loss of vacuum in the system.
  4. A vacuum receiver.
  5. Piping between the vacuum pump(s), discharge(s), receiver(s), and the vacuum source shutoff valve shall be in accordance with Section 1316.3, except that stainless, galvanized, or black steel pipe shall be permitted to be used.
  6. Except as defined in NFPA 99:5.1.3.6.1.2(1) through NFPA 99:5.1.3.6.1.2(5), materials and devices used between the medical vacuum exhaust and the medical vacuum source shall be permitted to be of any design or construction appropriate for the service, as determined by the manufacturer. [NFPA 99 5.1.3.6.1.2(1), (2), (3), (4), (5), (6)]

1326.1.1 Additional pumps shall automatically activate when the pumps in operation are incapable of adequately maintaining the required vacuum.

Automatic or manual alternation of pumps shall allow division of operating time. If automatic alternation of pumps is not provided, the facility staff shall arrange a schedule for manual alteration. [NFPA 99:5.1.3.6.6.1, 5.1.3.6.6.2]

1326.2 The medical–surgical vacuum pumps shall exhaust in a manner and location that will minimize the hazards of noise and contamination to the facility and its environment.

The exhaust shall be located as follows:

  1. Outdoors.
  2. Not less than ten (10) feet (3,050 mm) from any door, window, air intake, or other openings in buildings.
  3. At a level different from air intakes.265
  4. Where prevailing winds, adjacent buildings, topography, or other influences that would not divert the exhaust into occupied areas or prevent dispersion of the exhaust.

The end of the exhaust shall be turned down and screened or otherwise be protected against the entry of vermin, debris, or precipitation by screening fabricated or composed of a non-corroding material.

The exhaust shall be piped of materials approved for medical-surgical vacuum piping under Section 1316.1 (Vacuum tubes).

The exhaust shall be free of dips and loops that might trap condensate or oil. Where such low points are unavoidable, a drip leg and valved drain shall be installed. [NFPA 99:5.1.3.6.7.1 - 5.1.3.6.7.5]

1326.2.1 Vacuum exhausts from multiple pumps shall be permitted to be joined together to one (1) common exhaust where the following conditions are met:

  1. The common exhaust is sized to minimize back-pressure in accordance with the pump manufacturer’s recommendations.
  2. Each pump can be isolated by manual or check valve, blind flange, or tube cap to prevent open exhaust piping when pumps are removed for service and consequent flow of exhaust air into the room. [NFPA 99:5.1.3.6.7.6]

1326.3 Receivers for vacuum shall meet the following requirements:

  1. Be made of ferrous and/or nonferrous materials.
  2. Comply with Section VIII, Unfired Pressure Vessels, of the ASME Boiler and Pressure Vessel Code.
  3. Be capable of withstanding a gauge pressure of sixty (60) psi (415 kPa) and twenty-nine and nine-tenths (29.9) inch (760 mm) gauge HgV.
  4. Be equipped with a manual drain.
  5. Be of a capacity based on the technology of the pumps. [NFPA 99:5.1.3.6.3]

1326.4 Piping between vacuum pumps, discharges, receivers, and the vacuum main line valve shall be in accordance with Section 1316.3, except that stainless, galvanized, or black steel pipe shall be permitted to be used. [NFPA 99:5.1.3.6.1.2(5)]

1326.5 Drains shall be installed and terminate in an approved location.

1327.0 Testing and Inspection.

1327.1 Inspection and testing shall be performed on new piped gas systems, additions, renovations, temporary installations, or repaired systems, to ensure the facility, by a documented procedure, that the applicable provisions of this document have been adhered to and system integrity has been achieved or maintained. [NFPA 99:5.1.12.1.1.]

1327.1.1 Tests and inspections required by this section shall not be interpreted to conflict with the requirements of NFPA 99, Standard for Health Care Facilities. Final certification or verification shall require the completion of tests and inspections required by Sections 4-3.4.1.1,4-3.4.1.2, and 4-3.4.1.3 of NFPA 99, Standard for Health Care Facilities. For requirements of the portions of medical gas and medical vacuum systems testing and inspection not addressed in this chapter or medical gas and medical vacuum systems testing and inspection beyond the scope of this chapter, refer to NFPA 99, Standard for Health Care Facilities.

1327.2 Systems that are breached and components that are subject to additions, renovations, or replacement (e.g., new gas sources; bulk, manifolds, compressors, dryers, alarms) shall be inspected and appropriately tested. [NFPA 99:5.1.12.1.3]

1327.2.1 Systems shall be deemed breached at the point of pipeline intrusion by physical separation, by system component removal, replacement, or addition.

Breached portions of the systems subject to inspection and testing shall be confined to only the specific altered zone and components in the immediate zone or area that is located upstream for vacuum systems and down stream for pressure gases at the point or area of intrusion. [NFPA 99:5.1.12.1.4, 5.1.12.1.5]

1327.3 Advance Notice. It shall be the duty of the person doing the work authorized by the permit to notify the Authority Having Jurisdiction, orally or in writing, that said work is ready for inspection. Such notification shall be given not less than twenty-four (24) hours before the work is to be inspected.

1327.4 Responsibility. The equipment, material, and labor necessary for inspection and testing shall be furnished by the permit holder or by the person who is requiring the inspection.

1327.5 Testing. The test shall be conducted in the presence of the Authority Having Jurisdiction of a duly appointed representative.

1327.6 Retesting. If the Authority Having Jurisdiction finds that the work does not pass tests, necessary corrections shall be made and the work shall then be resubmitted for test or inspection.

1327.7 Initial Pressure Test - Piped Gas Systems. Before attachment of system components (e.g., pressure-actuating switches for alarms, manifolds, pressure gauges, or pressure-relief valves), but after installation of the station outlets and inlets, with test caps in place, each section of the piping system shall be subjected to a test pressure of one and one-half (1½) times the working pressure [minimum one-hundred and fifty (150) psig (1 Mpa gauge)] with oil-free dry nitrogen. This test pressure shall be maintained until each joint has been examined for leakage by means of soapy water or other equally effective means of leak detection safe for use with oxygen. The source shutoff valve shall be closed. Leaks, if any, shall be located, repaired, and retested in accordance with this paragraph. [NFPA 99:5.1.12.2.3.7]

1327.8 Cross-Connection Test - Piped Gas Systems. It shall be determined that no cross-connections exist between the various medical gas and vacuum piping systems. [NFPA 99:5.1.12.2.4]

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Piping systems shall be reduced to atmospheric pressure. [NFPA 99:5.1.12.2.4.1]

Sources of test gas shall be disconnected from piping systems except for the one (1) system being tested. [NFPA 99:5.1.12.2.4.2]

The system under test shall be charged with oil-free, dry nitrogen NF to a gauge pressure of fifty (50) psi (345 kPa). [NFPA 99:5.1.12.2.4.3]

After the installation of the individual faceplates with appropriate adapters matching outlet/inlet labels, each individual outlet/inlet in each installed medical gas and vacuum piping system shall be checked to determine that the test gas is being dispensed only from the piping system being tested. [NFPA 99:5.1.12.2.4.4]

1327.8.1 The sources of test gas shall be disconnected, and the system tested shall be reduced to atmospheric pressure. The cross-connection test referenced in NFPA 99:5.1.12.2.4 shall be repeated for each installed medical gas and vacuum piping system. [NFPA 99:5.1.12.2.4.1, 5.1.12.2.4.5]

1327.8.2 Where a medical vacuum system is installed, the cross-connection testing shall include that piped vacuum system with medical gas-piping systems.

1327.8.3 Medical-surgical vacuum systems shall be in operations so that these vacuum systems are tested at the same time the medical gas systems are tested. The proper labeling and identification of system outlets/inlets shall be confirmed during these tests. [NFPA 99:5.1.12.2.4.6]

1327.9 Final Testing Standing Pressure Test - Piped Gas Systems. After successful completion of the initial pressure tests under Section 1327.7, medical gas distribution piping shall be subject to a standing pressure test. [NFPA 99:5.1.12.2.6]

Tests shall be conducted after the final installation of station outlet valve bodies, face plates, and other distribution system components (e.g., pressure alarm devices, pressure indicators, line pressure-relief valves, manufactured assemblies, hose, etc.) [NFPA 99:5.1.12.2.6.1]

The source valve shall be closed during this test. [NFPA 99:5.1.12.2.6.2]

The piping systems shall be subjected to a twenty-four (24) hour standing pressure test using oil-free, dry nitrogen NF. [NFPA 99:5.1.12.2.6.3]

Test pressures shall be 20 percent above the normal system operating line pressure. [NFPA 99:5.1.12.2.6.4]

1327.9.1 After the piping system is filled with test gas, the supply valve and all outlets shall be closed and the source of test gas disconnected. Tests shall be conducted after the final installation of station outlet valve bodies, face plates, and other distribution system components (e.g., pressure alarm devices, pressure indicators, line pressure-relief values, manufactured assemblies, hose, etc.) [NFPA 99:5.1.12.2.6.1]

The source valve shall be closed during this test. [NFPA 99:5.1.12.2.6.2]

The piping systems shall be subjected to a twenty-four (24) hour standing pressure test using oil-free, dry nitrogen NF. [NFPA 99:5.1.12.2.6.3]

Test pressures shall be 20 percent above the normal system operating line pressure. [NFPA 99:5.1.12.2.6.4]

Leaks, if any, shall be located, repaired (if permitted), or replaced (if required), and retested. [NFPA 99:5.1.12.2.6.6]

At the conclusion of the tests, there shall be no change in the test pressure other than that attributed to changes of ambient temperature. [NFPA 99:5.1.12.2.6.5]

1327.10 Initial Pressure Test - Piped Vacuum Systems. Each section of the piping in medical gas and vacuum systems shall be pressure-tested. [NFPA 99:5.1.12.2.3.1]

Initial pressure tests shall be conducted as follows:

  1. After installation of station outlets/inlets rough-in assemblies. Test caps shall be permitted to be used.
  2. Prior to the installation of components of the distribution piping system that would be damaged by the test pressure (e.g., pressure/vacuum alarm devices, pressure/vacuum indicators, line pressure-relief valves, manufactured assemblies with flexible hose, etc.).[NFPA 99:5.1.12.2.3.2]

The source shutoff valve shall remain closed during these tests. [NFPA:99:5.1.12.2.3.3]

The test pressure for pressure gases shall be one and one-half (1.5) times the system working pressure not less than a gauge pressure of one-hundred and fifty (150) psi (1,035 kPa). [NFPA 99:5.1.12.2.3.4]

The test pressure for vaccum shall be not less than a gauge pressure of sixty (60) psi (415 kPa). [NFPA 99:5.1.12.2.3.5]

The test pressure shall be maintained until each joint has been examined for leakage by means of soapy water or other equally effective means of leak detection that is safe for use with oxygen. [NFPA 99:5.1.12.2.3.6]

Leaks, if any, shall be located, repaired (if permitted), replaced (if required), retested.[NFPA 99:5.1.12.2.7]

1327.11 Standing Pressure Test - Piped Vacuum Systems. After successful completion of the initial pressure tests under Section 1327.10, vacuum distribution piping shall be subjected to a standing vacuum test. [NFPA 99:5.1.12.2.7]

Tests shall be conducted after installation of components of the vacuum system. [NFPA 99:5.1.12.2.7.1]

The piping systems shall be subjected to a twenty-four (24) hour standing vacuum test. [NFPA 99:5.1.12.2.7.2]

Test pressure shall be between twelve (12) inch (300 mm) gauge HgV and full vacuum. [NFPA 99:5.1.12.2.7.3]

During the test, the source of test vacuum shall be disconnected from the piping system. [NFPA 99:5.1.12.2.7.4]

At the conclusion of the test, there shall be no change in the vacuum other than that attributed to changes of ambient temperature, as permitted in the following [NFPA 99:5.1.12.2.7.5]:

Test vacuum changes due to expansion or contraction shall be permitted to be determined by means of the following pressure temperature relationship:

267

  1. The calculated final absolute pressure equals the initial absolute pressure times the final absolute temperature, divided by the initial absolute temperature.
  2. Absolute pressure is the gauge pressure reading plus fourteen and seven-tenths (14.7) psi (101.4 kPa).
  3. Absolute temperature is the temperature reading plus 460°F (238°C).
  4. The final allowable gauge pressure reading equals the final allowable absolute pressure minus a gauge pressure of fourteen and seven-tenths (14.7) psi (101.4 kPa). [NFPA 99:5.1.12.2.7.6]

Leaks, if any, shall be located, repaired (if permitted), or replaced (if required), and retested. [NFPA 99:5.1.12.2.7.7]

1327.12 Corrections. Notices of correction or violation shall be written by the Authority Having Jurisdiction and posted at the site of the work, mailed or delivered to the permittee or an authorized representative. Refusal or failure to comply with any such notice or order within ten (10) days of receipt thereof shall be considered a violation of this code, and shall be subject to the penalties set forth elsewhere in this code for violations.

1327.13 Approval. Upon satisfactory completion of all tests and certification of the medical gas and medical vacuum systems, a certificate of approval shall be issued by the Authority Having Jurisdiction to the permittee.

1327.14 Covering or Use. No medical gas or medical vacuum system or part thereof shall be covered, concealed, or put into use until it has been tested, inspected, and accepted as required in this code.

1327.15 Uncovering. Any medical gas and vacuum system or part thereof that is covered or concealed before testing and inspected as required in this code shall be uncovered for inspection, after notice to uncover the work has been issued to the permittee or his authorized representative by the Authority Having Jurisdiction.

1328.0 System Certification.

1328.1 Prior to any medical gas system being placed in service, each and every system shall be certified, as described in Section 1328.2.

1328.1.1 Verification tests shall be performed only after all tests required in Section 1327.0, Installer-Performed Tests, have been completed. [NFPA 99:5.1.12.3.1.1]

Testing shall be conducted by a party technically competent and experienced in the field of medical gas and vacuum pipeline testing and meeting the requirements of ASSE Standard 6030, Medical Gas Verifiers Professional Qualifications Standard. [NFPA 99:5.1.12.3.1.3]

Testing shall be performed by a party other than the installing contractor. [NFPA 99:5.1.12.3.1.4]

When systems have been installed by in-house personnel, testing shall be permitted by personal of that organization who meet the requirements of this section. [NFPA 99:5.1.12.3.1.5]

1328.2 Certification tests, verified and attested to by the certification agency, shall include the following:

1328.2.1 Verifying compliance with the installation requirements.

1328.2.2 Testing and checking for leakage, correct zoning, and identification of control valves.

1328.2.3 Checking for identification and labeling of pipelines, station outlets, and control valves.

1328.2.4 Testing for cross-connection, flow rate, system pressure drop, and system performance.

1328.2.5 Functional testing of pressure relief valves and safety valves.

1328.2.6 Functional testing of all sources of supply.

1328.2.7 Functional testing of alarm systems, including accuracy of system components.

1328.2.8 Purge flushing of system and filling with specific source gases.

1328.2.9 Testing for purity and cleanliness of source gases.

1328.2.10 Testing for specific gas identity at each station outlet.

1328.3 The inspection and testing reports shall be submitted directly to the party that contracted for the testing, who shall submit the report through channels to the responsible facility authority and any others that are required. [NFPA 99:5.1.12.1.6]

Reports shall contain detailed listings of all findings and results. [NFPA 99:5.1.12.1.7]

1328.4 A report that includes the specific items mentioned in Section 1328.2 and other information required by NFPA 99, Standard for Health Care Facilities Shall be delivered to the Authority Having Jurisdiction prior to acceptance of the system.

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CALIFORNIA PLUMBING CODE - MATRIX ADOPTION TABLE
CHAPTER 14-REFERENCED STANDARDS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterXXXX  XXXXXX     
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section

269

270

CHAPTER 14
REFERENCED STANDARDS

TABLE 14-1
Standards for Materials, Equipment, Joints and Connections Where more than one standard has been listed for the same material or method, the relevant portions of all such standards shall apply.
STANDARD NUMBERSTANDARD TITLEAPPLICATIONREFERENCED SECTIONS
Notes:*ANSI Approved
1 Although this standard is referenced in Table 14-1, some of the pipe, tubing, fittings, valves, or fixtures included in the standard are not acceptable for use under the provisions of the California Plumbing Code.
2 See Section 316.1.3 for restriction.
3 Alloy C85200 for cleanout plugs.
4 Limited to domestic sewage.
5 Type II only.
6 ASSE 1066 is not intended to limit the maximum outlet temperature at point of use.
7 See Section 315.0 for trenching, excavation, and backfilling requirements when installing building drains and sewers. Engineers may wish to consult ASTM D2321 when preparing plans and specifications for sewer mains or specific projects.
AHAM DW-1-2005*Household Electric DishwashersAppliances401.1, 404.4, 1014.1.3
AHAM FWD-1-2005Food Waste DisposersAppliances401.1, 404.4, 1014.1.3
APSP 1-2003*Public Swimming PoolsSwimming Pools and SpasUSPSHTC
ASCE 25-2006Earthquake Actuated Automatic Gas Shutoff DevicesFuel Gas1209.10
ASHRAE 90.1-2004*Energy Standard for Buildings Except Low-Rise Residential BuildingsMiscellaneous501.0
ASME A13.1-2007*Scheme for the Identification of Piping SystemsPiping601.2
ASME A112.1.2-2004Air Gaps in Plumbing Systems (for Plumbing Fixtures and Water-Connected Receptors)FittingsTable 6-2, Table 6-3, 603.2.1
ASME A112.1.3-2000 (R2005)*Air Gap Fittings for Use with Plumbing Fixtures, Appliances, and AppurtenancesFittingsTable 6-2, 603.1, 801.1, 806.0, 807.4
ASME A112.3.1-1993Performance Standard and Installation Procedures for Stainless Steel Drainage Systems for Sanitary, Storm, and Chemical Applications, Above and Below Ground (Note 1)Piping, FerrousTable 7-1, 701.1, 701.2, 707.1
ASME A112.3.4-2000 (R2004)*Macerating Toilet Systems and Related ComponentsFixtures710.13
ASME A112.4.1-1993 (R2002)Water Heater Relief Valve Drain TubesAppliances608.5
ASME A112.4.2-2003Water Closet Personal Hygiene DevicesFixtures406.1
ASME A112.4.3-1999 (R2004)Plastic Fittings for Connecting Water Closets to the Sanitary Drainage SystemFittings316.3
ASME A112.4.7-2002*Point of Use and Branch Water Submetering SystemsMiscellaneous301.0
ASME A112.4.14-2004Manually Operated Quarter Turn Shutoff Valves for Use in Plumbing Systems ValvesValves, Metallic ball301.0
ASME A112.6.1M-1997 (R2002)Floor-Affixed Supports for Off-the-Floor Plumbing Fixtures for Public UseFixtures316.3.3, 407.4
ASME A112.6.2-2000 (R2004)Framing-Affixed Supports for Off-the-Floor Water Closets with Concealed TanksFixtures316.3, 407.4
ASME A112.6.3-2001 (R2007)Floor and Trench DrainsDWV Components411.0
ASME A112.6.4-2003Roof, Deck, and Balcony DrainsDWV Components1105.1
ASME A112.6.7-2001 (R2007)Enameled and Epoxy Coated Cast-Iron and PVC Plastic Sanitary Floor SinksFixturesTable 4-1 footnote (9), 401.1
ASME A112.6.9-2005*Siphonic Roof DrainsDWV Components301.2
ASME A112.14.1-2003Backwater ValvesValves710.6
ASME A112.14.3-2000 (R2004)*Grease InterceptorsFixtures1014.1, 1014.2
ASME A112.14.4-2001 (R2007)*Grease Removal DevicesFixtures1014.2
ASME A112.14.6-2006*FOG (Fats, Oils, and Greases) Disposal SystemsFixtures1015.4
ASME A112.18.1-2005/CSA B125.1-2005Plumbing Supply FittingsFittings418.0, 603.3.10, 603.4.21
ASME A112.18.2-2005/CSA B125.2-2005Plumbing Waste FittingsFittings404.3, 701.0, 701.2
ASME A112.18.3-2002*Performance Requirements for Backflow Protection Devices and Systems in Plumbing Fixture FittingsKitchen, Lavatory, Shampoo Bowls, and Shower Fittings with Flexible Hose603.3.10, 603.4.21 271
ASME A112.18.6-2003Flexible Water ConnectorsPiping604.4, 604.12, 604.14
ASME A112.18.7-1999 (R2004)Deck Mounted Bath/Shower Transfer Valves with Integral Backflow ProtectionValves603.3.7, 603.4.15
ASME A112.19.1M-1994 (R2004)Enameled Cast-Iron Plumbing Fixtures (Supplement 1-1998)Fixtures401.1, 411.5, 411.6, 411.7, 414.0
ASME A112.19.2-2003*Vitreous China Plumbing Fixtures and Hydraulic Fixtures Requirements for Water Closets and UrinalsFixtures401.1, 402.1, 402.2, 402.3, 410.0, 410.4
ASME A112.19.3-2000 (R2004)*Stainless Steel Plumbing Fixtures (Designed for Residential Use)Fixtures401.1
ASME A112.19.4M-1994 (R2004)*Porcelain-Enameled Formed Steel Plumbing Fixtures (Supplement 1-1998)Fixtures401.1, 411.5, 411.6, 411.7, 414.0
ASME A112.19.5-2005Trim for Water-Closet Bowls, Tanks, and UrinalsFixtures301.1.1
ASME A112.19.7-2006*Hydromassage Bathtub AppliancesFixtures401.1, 414.0
ASME A112.19.8-2007*Suction Fittings for Use in Swimming Pools, Wading Pools, Spas and Hot TubsSwimming Pools and Spas414.4
ASME A112.19.9M-1991 (R2002)*Non-Vitreous Ceramic Plumbing FixturesFixtures401.1
ASME A112.19.10-2003*Dual Flush Devices for Water ClosetsFixtures410.1
ASME A112.19.12-2006*Wall Mounted, Pedestal Mounted, Adjustable, Elevating, Tilting and Pivoting Lavatory, Sink, and Shampoo Bowl Carrier Systems and Drainage Waste SystemsFixtures401.1, 407.4
ASME A112.19.13-2001 (R2007)*Electrohydraulic Water ClosetsFixtures401.1, 408.0
ASME A112.19.14-2006*Six-Liter Water Closets Equipped with a Dual Flushing DeviceFixtures401.1, 410.1
ASME A112.19.15-2005*Bathtub/Whirlpool Bathtubs with Pressure Sealed DoorsFixtures411.6
ASME A112.19.19-2006Vitreous China Nonwater UrinalsFixtures401.1, 402.3.1, 402.3.3, 1003.1
ASME A112.20.1-2004*Qualification of Installers of High Purity Piping SystemsCertification1302.0
ASME A112.21.3M-1985 (R2007)*Hydrants for Utility and Maintenance Use (Note 1)Valves603.1
ASME A112.36.2M-1991 (R2002)*Cleanouts (Note 1)DWV Components707.1
ASME B1.20.1-1983 (R2006)*Pipe Threads, General Purpose, InchJoints316.1.1, 1209.5.7(A), 1316.6.1
ASME B1.20.3-1976 (R2003)*Dryseal Pipe Threads, InchJoints316.1.1
ASME B16.1-2005Gray-Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, 250)Piping, Ferrous604.1, 604.5, 606.1.2, 1209.5.8.4(5), 1209.5.10
ASME B16.3-2006*Malleable-Iron Threaded Fittings Classes 150 and 300Piping, Ferrous311.8, 604.1, 604.6, Table 6-4, Table 7-1, 701.2, 701.2.1, 701.2.2, 1209.5.8.4(2)
ASME B16.4-1998 (R2006)Gray Iron Threaded Fittings, Classes 125 and 250 (Includes Revision Services)Piping, Ferrous311.8, 604.1, Table 6-4, 604.5, 1209.5.8.4(2)
ASME B16.5-2003Pipe Flanges and Flanged Fittings: NPS 1/2 through 24 Metric/InchFittings1209.5.10
ASME B16.12-1998 (R2006)*Cast Iron Threaded Drainage Fittings (Note 1)Fittings311.8, Table 7-1, 701.2
ASME B16.15-2006Cast Copper Alloy Threaded Fittings: Classes 125 and 250Fittings311.8, 316.2.1, Table 6-4, 604.1 272
ASME B16.18-2001 (R2005)Cast Copper Alloy Solder Joint Pressure Fittings (Note 1)Fittings316.1.3, Table 6-4, 604.1
ASME B16.20-1998 (R2004)*Metallic Gaskets For Pipe Flanges: Ring Joint Spiral Wound And JacketedJoints1209.5.10
ASME B16.21-2005*Nonmetallic Flat Gaskets for Pipe FlangesJoints1209.5.11
ASME B16.22-2001 (R2005)*Wrought Copper and Copper Alloy Solder Joint Pressure Fittings AlloyFittings316.1.3, Table 6-4, 604.1, 606.2.1
ASME B16.23-2002 (R2006)*Cast Copper Alloy Solder Joint Drainage Fittings – DWVFittings316.1.3, Table 7-1, 701.2, 701.2.3
ASME B16.24-2006*Cast Copper Alloy Pipe Flanges and Flanged Fittings: Classes 150, 300, 400, 600, 900, 1,500 and 2,500Fittings604.1, 1209.5.8.4, 1209.5.10
ASME B16.26-2006*Cast Copper Alloy Fittings for Flared Copper TubesFittings316.1.4, Table 6-4, 604.1, 606.1.1
ASME B16.29-2007*Wrought Copper and Wrought Copper Alloy Solder Joint Drainage Fittings–DWV (Note 1)Fittings316.1.3, Table 7-1, 701.2, 701.2.3
ASME B16.33-2002 (R2007)*Manually Operated Metallic Gas Valves for Use in Gas Piping Systems up to 125 psi (Sizes NPS 1/2–NPS 24)Valves1211.10, 1211.11
ASME B16.34-2004*Valves–Flanged, Threaded, and Welding EndValves301.0
ASME B16.39-1998 (R2006)*Malleable Iron Threaded Pipe Unions (Classes 150, 250 and 300) (Includes Revision Services)Fittings301.0
ASME B16.40-2002*Manually Operated Thermoplastic Gas Shutoff and Valves in Gas Distribution SystemsValves1211.11, 1212.5
ASME B16.47-2006Large Diameter Steel Flanges: NPS 26 through NPS 60 Metric/Inch StandardFittings301.0
ASME B16.50-2001*Wrought Copper and Copper Alloy Braze-Joint Pressure FittingsFittings301.0
ASME B31.1-2007Power PipingPiping301.0
ASME B36.10M-2004*Welded and Seamless Wrought Steel PipePiping, Ferrous1209.5.2.2
ASME B36.19M-2004*Stainless Steel PipePiping, Ferrous301.0
ASME Section IVRules for Construction of Heating BoilersMiscellaneous301.0
ASME Section VIIIRules for Construction of Pressure VesselsMiscellaneous1325.6(2), 1326.3
ASME Section IXWelding and Brazing QualificationsCertification316.1.7, 1311.6
ASSE 1001-2008*Atmospheric-Type Vacuum BreakersBackflow ProtectionTable 6-2, 603.1, 603.2.2, 603.4.1, 603.4.6.1, 603.4.7, 603.4.9, 603.4.18
ASSE 1002-1999Anti-Siphon Fill Valves (Ballcocks) for Gravity Water Closet Flush TankBackflow ProtectionTable 6-2, 603.1, 603.4.2
ASSE 1003-2001*Water Pressure Reducing ValvesValves608.2
ASSE 1004-1990Backflow Prevention Requirements for Commercial Dishwashing MachinesBackflow Protection603.2.1, 603.3.6, 603.3.7
ASSE 1006-1986Residential Use DishwashersAppliances603.2.1, 603.3.7, 807.4
ASSE 1007-1986Home Laundry EquipmentAppliances603.2.1, 603.3.7
ASSE 1008-2006*Plumbing Aspects of Residential Food Waste Disposer UnitsAppliances603.2.1, 603.3.7, 807.4
ASSE 1009-1990Commercial Food Waste Grinder UnitsAppliances603.2.1, 603.3.7
ASSE 1010-2004*Water Hammer ArrestersMiscellaneous, Water Supply Component609.10, 609.10.1
ASSE 1011-2004*Hose Connection Vacuum BreakersBackflow Protection603.1, 603.4.7
ASSE 1012-2002*Backflow Preventer with Intermediate Atmospheric VentBackflow Protection603.1 273
ASSE 1013-2005*Reduced Pressure Principle Backflow Preventers and Reduced Pressure Fire Protection Principle Backflow PreventersBackflow ProtectionTable 6-2, 603.1, 603.2.7, 603.4.6, 603.4.6.2, 603.4.6.3, 603.4.6.4, 603.4.16.2, 603.4.16.3, 603.4.18, 603.4.20
ASSE 1014-2005*Backflow Prevention Devices for Hand-Held ShowersBackflow Protection603.3.10
ASSE 1015-2005*Double Check Backflow Prevention Assemblies and Double Check Fire Protection Backflow Prevention AssembliesBackflow ProtectionTable 6-2, 603.1, 603.2.4, 603.4.8, 603.4.16.1
ASSE 1016-2005*Automatic Compensating Valves for Individual Showers and Tub/Shower CombinationsValves418.0
ASSE 1017-2003*Temperature Actuated Mixing Valves for Hot Water Distribution SystemsValves301.1.3
ASSE 1018-2001*Trap Scal Primer Valves-Potable Water SuppliedValves1007.0
ASSE 1019-2004*Vacuum Breaker Wall Hydrant, Freeze-Resistant Automatic Draining TypeBackflow ProtectionTable 6-2, 603.4.7
ASSE 1020-2004*Pressure Vacuum Breaker AssemblyBackflow ProtectionTable 6-2, 603.2.5, 603.4.5, 603.4.6, 603.4.6.3, 603.4.8
ASSE 1021-2001Drains Air Gaps for Domestic Dishwasher ApplicationsBackflow Protection807.4
ASSE 1022-2003*Backflow Preventer for Beverage Dispensing EquipmentBackflow ProtectionTable 6-2, 603.4.12
ASSE 1023-1979Hot Water Dispensers, Household Storage Type-ElectricalAppliances401.1
ASSE 1024-2004*Dual Check Valve Backflow PreventersBackflow Protection603.1
ASSE 1032-2004Dual Check Valve Type Backflow Preventers for Carbonated Beverage Dispensers-Post Mix TypesBackflow Protection603.1
ASSE 1035-2002*Laboratory Faucet Backflow PreventersBackflow Protection603.1
ASSE 1037-1990Pressurized Flushing Devices (Flushometers) for Plumbing FixturesBackflow Protection603.4.1
ASSE 1044-2001*Trap Seal Primer Devices-Drainage Types and Electronic Design TypesDWV Components1007.0
ASSE 1047-2005*Reduced Pressure Detector Fire Protection Backflow Prevention AssembliesBackflow ProtectionTable 6-2, 603.4.16.1, 603.4.16.2, 603.4.16.3, 603.4.18, 603.4.20
ASSE 1048-2005*Double Check Detector Fire Protection Backflow Prevention AssembliesBackflow ProtectionTable 6-2, 603.4.16.1
ASSE 1052-2004*Hose Connection Backflow PreventersBackflow Protection603.4.7
ASSE 1055-1997Chemical Dispensing SystemsBackflow Protection603.4.18
ASSE 1056-2001*Spill Resistant Vacuum BreakersBackflow ProtectionTable 6-2, 603.2.6, 603.4.6.1, 603.4.6.3, 603.4.18
ASSE 1060-2006*Outdoor Enclosures for Backflow Prevention AssembliesMiscellaneous603.3.8
ASSE 1061-2006*Removable and Non-Removable Push-Fit FittingsFittings316.1.10
ASSE 1062-2006*Temperature Actuated Flow Reduction (TAFR) Valves for Individual Fixture FittingsValves603.1 274
ASSE 1066-1997Individual Pressure Balancing In-Line Valves for Individual Fixture Fittings (Note 6)Valves603.1
ASSE 1069-2005*Automatic Temperature Control Mixing ValvesValves418.0
ASSE 1070-2004*Water Temperature Limiting DevicesValves413.1, 414.5, 416.3
ASSE 1079-2005Dielectric Pipe UnionsJoints301.0
ASSE Series 5000-2004*Professional Qualification Standard for Backflow Prevention Assemblies, Testers, Repairers, and SurveyorsCertification603.1, 603.3.3
ASSE 6000-2006*Professional Qualifications Standard for Medical Gas Systems, PersonnelCertification1302.2, 1328.1.1
ASTM A 47-1999 (R2004)Ferritic Malleable Iron CastingsPiping, Ferrous301.0
ASTM A 48-2003Gray Iron CastingsPiping, Ferrous301.0
ASTM A 53-2007Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded, and SeamlessPiping, FerrousTable 6-4, 604.1, Table 7-1, 1209.5.2.2
ASTM A 74-2006Cast Iron Soil Pipe and Fittings (Note 1)Piping, FerrousTable 7-1, 701.1, 701.2, 807.3, 903.1, 1003.1, 1101.3, 1102.1.2, 1102.2.2, 1102.5.2
ASTM A 126-2004Gray Iron Castings for Valves, Flanges, and Pipe FittingsPiping, Ferrous301.0
ASTM A 197-2000 (R2006)Cupola Malleable IronPiping, Ferrous301.0
ASTM A 269-2007aSeamless and Welded Austenitic Stainless Steel Tubing for General ServicePiping, FerrousTable 6-4, 604.1
ASTM A 312-2007Seamless, Welded and Heavy Cold Worked Austenitic Stainless Steel PipesPiping, FerrousTable 6-4, 604.1
ASTM A 377-2003Ductile-Iron Pressure PipePiping, Ferrous604.1
ASTM A 479-2006aStainless Steel Bars and Shapes for Use in Boilers and Other Pressure VesselsPiping, Ferrous301.0
ASTM A 518-1999 (R2003)Corrosion-Resistant High-Silicon Iron CastingsPiping, Ferrous301.0
ASTM A 536-1984 (R2004)Ductile Iron CastingsPiping, Ferrous301.0
ASTM A 653-2007Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessPiping, Ferrous313.8, 510.6.1, 510.6.2.5, 906.5
ASTM A 733-2003Welded and Seamless Carbon Steel and Austenitic Stainless Steel Pipe NipplesPiping, Ferrous604.1
ASTM A 861-2004High-Silicon Iron Pipe and Fittings (Note 1)Piping, Ferrous811.1, 811.2
ASTM A 888-2007aHubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain Waste and Vent Piping ApplicationsPiping, FerrousTable 7-1, 701.1, 701.2, 807.3, 903.1, 1101.3, 1102.1.2, 1102.3, 1102.4
ASTM B 29-2003Refined LeadJoints313.8, 316.1.2, 401.2, 411.8, 701.3, 705.1.1, 906.6, 1105.4
ASTM B 32-2004Solder Metal (Note 2)Joints316.1.3, 1316.6
ASTM B 42-2002elSeamless Copper Pipe, Standard SizesPiping, Copper AlloyTable 6-4, 604.1, 1102.1.2, 1102.2.1 275
ASTM B 43-1998 (R2004)Seamless Red Brass Pipe, Standard SizesPiping, Copper AlloyTable 6-4, 604.1, Table 7-1, 701.1, 1102.1.2, 1102.2.1
ASTM B 75-2002Seamless Copper TubePiping, Copper AlloyTable 6-4, 604.1, Table 7-1, 701.1, 701.1.4, 1102.1.2, 1102.2.1
ASTM B 88-2003Seamless Copper Water TubePiping, Copper AlloyTable 6-4, 604.1, 903.2.4, 1102.1.2, 1209.5.3.2, 1316.2, 1325.3
ASTM B 135-2002Seamless Brass Tube (Metric)Piping, Copper Alloy301.2, Table 6-4, 604.1
ASTM B 152-2006aCopper Sheet, Strip, Plate, and Rolled BarMiscellaneous1102.2
ASTM B 187-2006Copper Bar, Bus Bar, Rod and ShapesMiscellaneous301.0
ASTM B 251-2002e1General Requirements for Wrought Seamless Copper and Copper-Alloy TubePiping, Copper AlloyTable 6-4, 604.1, Table 7-1, 701.1, 1102.1.2, 1102.2.1
ASTM B 280-2003Seamless Copper Tube for Air Conditioning and Refrigeration Field ServicePiping, Copper Alloy1209.5.3.2, 1316.3, 1325.3
ASTM B 302-2007Threadless Copper Pipe, Standard SizesPiping, Copper AlloyTable 6-4, 604.1, Table 7-1, 701.1
ASTM B 306-2002Copper Drainage Tube (DWV)Piping, Copper AlloyTable 7-1, 701.1, 903.2.4
ASTM B 370-2003Copper Sheet and Strip for Building ConstructionMiscellaneous1102.2.1
ASTM B 447-2007Welded Copper TubePiping, Copper Alloy301.0, Table 6-4, 604.1
ASTM B 584-2006aCopper Alloy Sand Casting for General Applications (Note 3)Piping, Copper Alloy701.4.1, 701.4.2, 1209.5.8.4
ASTM B 587-2006Welded Brass TubePiping, Copper Alloy604.1
ASTM B 684-1999 (R2005)e1Brass, Copper, and Chromium-Plated Pipe NipplesPiping, Copper Alloy604.1
ASTM B 813-2000e1Liquid and Paste Fluxes for Soldering Applications of Copper and Copper Alloy TubeJoints316.1.3
ASTM B 819-2000 (R2006)Seamless Copper Tube for Medical Gas SystemsPiping, Copper Alloy1316.3, 1325.3
ASTM B 828-2002Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings.Joints316.1.3, 1316.6
ASTM C 14-2007Nonreinforced Concrete Sewer, Storm Drain, and Culvert PipePiping, Non-MetalicTable 7-1, 701.1, 1102.3
ASTM C 296-2000 (R2004)e1Asbestos-Cement Pressure PipePiping, Non-MetallicTable 6-4, 604.1
ASTM C 412-2005aConcrete Drain TilePiping, Non-Metallic1101.5.1
ASTM C 425-2004Compression Joints for Vitrified Clay Pipe and FittingsJoints705.2.1
ASTM C 428-2005 (R2006)Asbestos-Cement Nonpressure Sewer Pipe (Notes 4 and 5)Piping, Non-MetallicTable 7-1, 701.1, 705.1.4, 715.0, 1102.4
ASTM C 443-2005aJoints for Concrete Pipe and Manholes, Using Rubber GasketsJoints705.1.6
ASTM C 478-2007Precast Reinforced Concrete Manhole SectionsMiscellaneous719.6
ASTM C 564-2003ARubber Gaskets for Cast-Iron Soil Pipe and FittingsJoints705.1.7 276
ASTM C 700-2007aVitrified Clay Pipe, Extra Strength, Standard Strength, and PerforatedPiping, Non-MetallicTable 7-1, 701.1, 701.2, 1102.5.2
ASTM C 1053-2000 (R2005)Borosilicate Glass Pipe and Fittings for Drain, Waste, and Vent (DWV) Applications (Note 1)Piping, Non-Metallic811.2
ASTM C 1173-2006Flexible Transition Couplings for Underground Piping SystemsJoints705.1.4, 705.1.6
ASTM C 1277-2006Shielded Couplings Joining Hubless Cast Iron Soil Pipe and FittingsJoints705.1.8, 705.1.9
ASTM C 1440-2007Thermoplastic Elastomeric (TPE) Gasket Materials for Drain, Waste, and Vent (DWV), Sewer, Sanitary and Storm Plumbing SystemsJoints705.1.4, 705.1.6
ASTM C 1460-2004Shielded Transition Couplings for Use with Dissimilar DWV Pipe and Fittings Above GroundJoints705.1.8, 705.1.9
ASTM C 1461-2007Mechanical Couplings Using Thermoplastic Elastomeric (TPE) Gaskets for Joining Drain, Waste, and Vent (DWV); Sewer; Sanitary; and Storm Plumbing Systems for Above and Below Ground UseJoints705.1.4, 705.1.6,705.1.7, 705.1.8, 705.1.9
ASTM C 1540-2004Heavy Duty Shielded Couplings Joining Hubless Cast Iron Soil Pipe and FittingsJoints705.1.8, 705.1.9
ASTM D 1527-1999 (R2005)*Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe, Schedule 40 and 80Piping, PlasticTable 7-1, 701.1, 1102.1, 1102.2.1
ASTM D 1784-2007Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) CompoundsMiscellaneous301.0
ASTM D 1785-2006*Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120Piping, PlasticTable 3-2, Table 6-4, 604.1, Table 7-1, 701.1, 903.1, 1101.3, 1102.1, 1102.2.1
ASTM D 1869-1995 (R2005)e1Rubber O-rings for Asbestos-Cement PipeJoints705.1.4
ASTM D 2104-2003*Polyethylene (PE) Plastic Pipe, Schedule 40Piping, Plastic604.1
ASTM D 2235-2004*Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe, (SDR-PR) Based on Controlled Inside DiameterJoints316.1.6
ASTM D 2239-2003*Polyethylene (PE) Plastic Pipe, (SDR-PR) Based on Controlled Inside DiameterPiping, PlasticTable 6-4, 604.1
ASTM D 2241-2005*Poly (Vinyl Chloride) (PVC) Pressure- Rated Pipe (SDR Series)Piping, PlasticTable 6-4, 604.1
ASTM D 2321-2005*Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow ApplicationsPiping, Plastic701.1
ASTM D 2447-2003*Polyethylene (PE) Plastic Pipe, Schedule 40 and 80 Based on Outside DiameterPiping, Plastic604.1
ASTM D 2464-2006*Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80 (Note 1)FittingsTable 6-4, 604.1
ASTM D 2466-2006*Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40 (Note 1)FittingsTable 6-4, 604.1
ASTM D 2467-2006*Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80 (Note 1)FittingsTable 6-4, 604.1
ASTM D 2513-2007b*Thermoplastic Gas Pressure Pipe, Tubing, and Fittings (Note 1)Piping, plastic1209.5.4, 1209.5.4.2, 1209.5.9(B), 1211.1.7(B)
ASTM D 2517-2006*Reinforced Epoxy Resin Gas Pressure Pipe and FittingsPiping, Plastic301.0
ASTM D 2564-2004e1*Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping SystemsJoints316.1.6 277
ASTM D 2609-2002*Plastic Insert Fittings for Polyethylene (PE) Plastic Pipe (Note 1)JointsTable 6-4, 604.1
ASTM D 2657-2007*Heat Fusion Joining of Polyolefin Pipe Fittings (Note 1)Joints301.0
ASTM D 2661-2006*Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40 Plastic Drain, Waste, and Vent Pipe and Fittings (Note 1)Piping, PlasticTable 7-1, 701.1, 701.2, 707.1, 903.1, 1101.3, 1102.4
ASTM D 2665-2008*Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and FittingsPiping, PlasticTable 7-1, 701.1, 701.2, 707.1, 903.1, 1101.3, 1102.4
ASTM D 2672-1996a (R2003)*Joints for IPS PVC Pipe Using Solvent CementJoints316.1.6
ASTM D 2680-2001*Acrylonitrile-Butadeine-Styrene (ABS) and Poly (Vinyl Chloride) (PVC) Composite Sewer PipingPiping, PlasticTable 7-1, 701.1, 1102.4
ASTM D 2683-2003*Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and TubingFittingsTable 6-4, 604.1
ASTM D 2729-2003*Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings (Note 1)Piping, Plastic1102.5, 1611.1
ASTM D 2737-2003*Polyethylene (PE) Plastic TubingPiping, PlasticTable 6-4, 604.1
ASTM D 2751-2005*Acrylonitrile-Butadeiene-Styrene (ABS) Sewer Pipe and Fittings (Note 1)Piping, Plastic1102.5, 1611.0
ASTM D 2774-2004e1*Underground Installation of Thermoplastic Pressure PipingPiping, Plastic301.0
ASTM D 2846-2006*Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Hot-and Cold-Water Distribution SystemsPiping, PlasticTable 6-4, 604.1
ASTM D 2855-1996 (R2002)*Making Solvent-Cemented Joints with Poly (Vinyl Chlo-ride) (PVC) Pipe and FittingsJoints316.1.6
ASTM D 2996-2001 (R2007)e1*Filament-Wound“Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) PipePiping, Plastic301.0
ASTM D 3034-2006*Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and FittingsPiping, Plastic301.0
ASTM D 3035-2006*Polyethylene (PE) Plastic Pipe (DR-PR) (Based on Controlled Outside Diameter)Piping, PlasticTable 6-4, 604.1, 1611.1
ASTM D 3122-1995 (R2002)*Solvent Cements for Styrene-Rubber (SR) Plastic Pipe and FittingsJoints301.0
ASTM D 3138-2004*Solvent Cements for Transition Joints, Acrylonitrile-Bu-tadiene- Styrene (ABS) and Poly (Vinyl Chloride) (PVC) Non-Pressure Piping ComponentsJoints316.1.6
ASTM D 3139-1998 (R2005)*Joints for Plastic Pressure Pipes Using Flexible Elastomeric SealsJoints316.1.5
ASTM D 3212-1996a (R2003)e1*Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric SealsJoints705.1.7
ASTM D 3261-2003*Butt Heat Fusion Polyethylene (PE) Plastic Fitting for Polyethylene (PE) Plastic Fittings Patterns (Note 1)FittingsTable 6-4, 604.1
ASTM D 3311-2006a*Drain, Waste, and Vent (DWV) Plastic Fitting for Patterns Polyethylene (PE)Miscellaneous701.2
ASTM D 3965-2005*Rigid Acrylonitrile-Butadiene-Styrene (ABS) Materials for Pipe and FittingsMiscellaneous701.1, 701.2, 903.1
ASTM D 4068-2001*Chlorinated Polyethylene (CPE) Sheeting for Concealed Water-Containment MembraneFixtures411.8
ASTM D 4101-2007*Polypropylene Injection and Extrusion MaterialsMiscellaneous811.1 278
ASTM D 4551-1996 (R2001)*Poly(Vinyl Chloride) (PVC) Plastic Flexible Concealed Water-Containment MembraneFixtures411.5
ASTM D 6104-1997 (R2003)Determining the Performance of Oil/Water Separators Subjected to Surface Run-OffFixtures1009.1, 1017.1
ASTM E 84-2007bSurface Burning Characteristics of Building MaterialsMiscellaneous701.1.2, 903.1.2, 1101.3
ASTM E 119-2007aFire Tests of Building Construction and MaterialsMiscellaneous1505.3, 1506.3
ASTM E 814-2006*Fire Tests of Through-Penetration Fire StopsMiscellaneous313.7, 313.10.4, 508.15.2, 1504.2, 1504.3, 1505.3, 1506.3
ASTM F 402-2005*Safe Handling of Solvent Cements, Primers, and Cleaners Used for Joining Thermoplastic Pipe and FittingsJoints316.1.6
ASTM F 405-2005*Corrugated Polyethylene (PE) Pipe and FittingsPiping, Plastic301.0
ASTM F 409-2002*Thermoplastic Accessible and Replaceable Plastic Tube and Tubular Fittings (Note 1)Piping, Plastic1003.0
ASTM F 437-2006*Threaded Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80FittingsTable 6-4, 604.1
ASTM F 438-2004*Socket-Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40FittingsTable 6-4, 604.1
ASTM F 439-2006*Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80FittingsTable 6-4, 604.1
ASTM F 441-2002*Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedule 40 and 80Piping, PlasticTable 6-4, 604.1
ASTM F 442-1999 (R2005)*Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe (SDR-PR)Piping, PlasticTable 6-4, 604.1
ASTM F 446-1985 (R2004)e1Grab Bars and Accessories Installed in the Bathing AreaMiscellaneous301.0
ASTM F 480-2006b*Thermoplastic Well Casing Pipe and Couplings Made in Standard Dimension Ratios (SDR) Schedule 40 and Schedule 80Piping, Plastic604.1
ASTM F 493-2004*Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and FittingsJoints316.1.6
ASTM F 628-2006e1Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40 Plastic Drain, Waste, and Vent Pipe with a Cellular Core (Note 1)Piping, PlasticTable 7-1, 701.1, 701.2, 903.1, 1101.3
ASTM F 656-2006*Primers for Use in Solvent Cement Joints of Poly (Vinyl Chloride) (PVC) Plastic Pipe and FittingsJoints316.1.6
ASTM F 667-2006*Large Diameter Corrugated Polyethylene Pipe and FittingsPiping, Plastic301.0
ASTM F 714-2006aPolyethylene (PE) Plastic Pipe (SDR-PR) (Based on Out-side Diameter)Piping, Plastic715.0
ASTM F 794-2003*Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside DiameterPiping, PlasticTable 7-1, 701.1, 701.2, 715.0, 1102.4
ASTM F 810-2007*Smoothwall Polyethylene (PE) Pipe for Use in Drainage and Waste Disposal Absorption FieldsPiping, Plastic1611.0
ASTM F 876-2007*Crosslinked Polyethylene (PEX) TubingPiping, PlasticTable 6-4, 604.1, 604.11
ASTM F 877-2005e1*Crosslinked Polyethylene (PEX) Plastic Hot-and Cold-Water Distribution SystemsPiping, PlasticTable 6-4, 604.1, 604.11
ASTM F 891-2007*Coextruded Poly (Vinyl Chloride) (PVC) Plastic Pipe with a Cellular CorePiping, PlasticTable 7-1, 701.1, 903.1, 1101.3 279
ASTM F 894-2007*Polyethylene (PE) Large Diameter Profile Wall Sewer and Drain PipePiping, Plastic301.0
ASTM F 949-2006a*Poly (Vinyl Chloride) (PVC) Corrugated Sewer Pipe with a Smooth Interior and FittingsPiping, Plastic301.0
ASTM F 1055-1998 (R2006)*Electrofusion Type Polyethylene Fittings for Outside Diameter Controlled Polyethylene Pipe and TubingFittings301.2, Table 6-4, 604.1
ASTM F 1216-2007b*Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated TubePiping, Plastic715.3
ASTM F 1281-2007*Crosslinked Polyethylene/Aluminium/Cross linked Polyethylene (PEX-AL-PEX) Pressure PipePiping, PlasticTable 6-4, 604.1, 604.13
ASTM F 1282-2006*Polyethylene/Aluminium/Polyethylene (PE-AL-PE) Composite Pressure PipePiping, PlasticTable 6-4, 604.1, 604.13
ASTM F 1335-2004*Pressure-Rated Composite Pipe and Fittings for Elevated Temperature ServicePiping, Plastic301.0
ASTM F 1336-2007*Poly (Vinyl Chloride) (PVC) Gasketed Sewer FittingsFittings301.0
ASTM F 1412-2001e1*Polyolefin Pipe and Fittings for Corrosive Waste Drainage SystemsPiping, Plastic811.2
ASTM F 1476-2007*Performance of Gasketed Mechanical Couplings for Use in Piping ApplicationJoints705.1.7
ASTM F 1488-2003*Coextruded Composite PipePiping, PlasticTable 7-1, 701.1
ASTM F 1499-2001*Coextrude Composite Drain, Waste, and Vent Pipe (DWV)Piping, Plastic301.0
ASTM F 1673-2004*Polyvinylidene Fluoride (PVDF) Corrosive Waste Drainage SystemsPiping, Plastic811.2
ASTM F 1743-1996 (R2003)*Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermoset-ting Resin Pipe (CIPP)Piping, Plastic715.3
ASTM F 1807-2007ae1*Metal Insert Fittings Utilizing Copper Crimp Ring for SDR9 Cross-linked Polyethylene (PEX) TubingJointsTable 6-4, 604.1, 604.11.1
ASTM F 1866-2007*Poly (Vinyl Chloride) (PVC) Plastic Schedule 40 Drainage and DWV Fabricated FittingsPiping, PlasticTable 7-1, 701.1, 701.2, 903.1, 1101.3
ASTM F 1924-2005*Plastic Mechanical Fitting for Use on Outside Diameter Controlled Polyethylene Gas Distribution Pipe and TubingFittings301.0
ASTM F 1948-2005*Metallic Mechanical Fitting for Use on Outside Diameter Controlled Thermoplastic Gas Distribution Pipe and TubingFittings301.0
ASTM F 1960-2007a*Cold Expansion Fittings with PEX Reinforcing Rings for Use With Cross-linked Polyethylene (PEX) TubingFittingsTable 6-4, 604.1, 604.11.1
ASTM F 1961-2002a*Metal Mechanical Cold Flare Compression Fittings with Disc Springs for Cross-linked Polyethylene (PEX) TubingFittingsTable 6-4, 604.1, 604.11.1
ASTM F 1970-2005*Special Engineered Fittings or Appurtenances or Valves for Use in Poly (Vinyl Chloride) (PVC) or Chlorinated Poly (Vinyl Chloride) (CPVC) SystemsMiscellaneousTable 6-4, 604.1
ASTM F 1973-2005*Factory Assembled Anodeless Riser and Transition Fitting in Polyethylene (PE) and Polymide 11 (PA11) Fuel Gas Distribution SystemsFuel Gas1209.5.4, 1211.1.7(B)
ASTM F 1974-2004*Metal Insert Fittings for Polyethylene/Aluminium/Polyethylene and Crosslinked Polyethylene/Aluminium/Crosslinked Polyethylene Com- posite Pressure PipeJointsTable 6-4, 604.1, 604.13.1
ASTM F 1986-2001 (R2006)*Multilayer Pipe Type 2, Compression Fittings, and Compression Joints for Hot and Cold Drinking-Water SystemsFittings301.0 280
ASTM F 2080-2005Code-Expansion Fittings With Metal Compression-Sleeves for Crosslinked Polyethylene (PEX) PipeFittingsTable 6-4, 604.1, 604.11.1
ASTM F 2098-2004e1Stainless Steel Clamps for Securing SDR9 Cross-linked Polyethylene (PEX) Tubing to Metal Insert FittingsJoints604.11.1
ASTM F 2159-2005Plastic Insert Fittings Utilizing a Copper Ring for SDR9 Cross-linked Polyethylene (PEX) TubingJointsTable 6-4, 604.1, 604.11.1
ASTM F 2165-2002*Flexible Pre-Insulated PipingPiping, Plastic301.0
ASTM F 2262-2005*Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene Tubing OD Controlled SDR9Piping, PlasticTable 6-4, 604.1, 604.13
ASTM F 2434-2005Metal Insert Fittings Utilizing a Copper Crimp Ring for SDR9 Crosslinked Polyethylene (PEX) Tubing and SDR9 Crosslinked Polyethylene/Aluminum/Crosslinked Polyethylene (PEX-AL-PEX) TubingJointsTable 6-4, 604.1, 604.13.1
ASTM F 2509-2006Field-Assembled Anodeless Riser Kits for Use on Outside Diameter Controlled Polyethylene Gas Distribution Pipe and TubingFuel Gas1209.5.4, 1211.1.7(B)
AWS A5.8-2004*Specification for Filler Metals for Brazing and Braze WeldingJoints1319.1
AWS B2.2-1991Brazing Procedure and Performance QualificationCertification316.1.7, 1311.6
AWS B2.4-2006*Welding Procedure and Performance Qualification for ThermoplasticsJoints, Certification316.1.7, 1209.5.9(B)
AWWA C110-2003*Ductile-Iron and Gray-Iron Fittings for Water (same as ANSI A 21.10)FittingsTable 6-4, 604.1
AWWA C111-2007*Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings (same as ANSI A 21.11)Joints606.1.2
AWWA C151-2002*Ductile-Iron Pipe, Centrifugally Cast, for WaterPiping, FerrousTable 6-4, 604.1
AWWA C153-2006*Ductile-Iron Compact Fittings for Water ServiceFittingsTable 6-4, 604.1
AWWA C203-2002*Coal-Tar Protective Coatings and Linings for Steel Water Pipelines Enameled and Tape - Hot AppliedMiscellaneous609.3.1
AWWA C213-2001*Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel Water PipelinesMiscellaneous609.3.1
AWWA C215-2004*Extruded Polyolefin Coatings for the Exterior of Steel Water PipelinesMiscellaneous609.3.1
AWWA C400-2003*Asbestos-Cement Pressure Pipe, 4 in. through 16 in. (100 mm through 400 mm) for Water Distribution and TransmissionPiping, Non-MetallicTable 6-4, 604.1
AWWA C500-2003*Metal-Seated Service Gate Valves for Water Supply ServiceValves605.1
AWWA C504-2006*Rubber-Seated Butterfly ValvesValves605.1
AWWA C507-2005*Ball Valves, 6 in. through 48 in. (150 mm through 1,200 mm)Valves605.1
AWWA C510-1997*Double Check Valve Backflow Prevention AssemblyBackflow ProtectionTable 6-2, 603.1, 603.2.4, 603.4.8, 603.4.16.1
AWWA C511-1997*Reduced-Pressure Principle Backflow Prevention AssemblyBackflow ProtectionTable 6-2, 603.1, 603.2.7, 603.4.6, 603.4.6.2, 603.4.6.3, 603.4.6.4, 603.4.16.2, 603.4.16.3, 603.4.18, 603.4.20
AWWA C606-2006*Grooved and Shouldered JointsJoints301.0 281
AWWA C900-2007*Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings 4 in. through 12 in. (100 mm through 300 mm), for Water DistributionPiping, PlasticTable 6-4, 604.1
AWWA C901-2002*Polyethylene (PE) Pressure Pipe and Tubing, ½ in. (13 mm) through 3 in. (76 mm), for Water ServicePiping, PlasticTable 6-4, 604.1
AWWA C904-2006*Cross-Linked Polyethylene (PEX) Pressure Pipe, ½ in. (12 mm) through 3 in. (76 mm), for Water ServicePiping, Plastic301.0
AWWA C907-2004*Injection-Molded Polyvinyl Chloride (PVC) Pressure Fittings 4 in. through 12 in. (100 mm through 300 mm)Fittings301.0
CGA V-1 2005Standard for Compressed Gas Cylinder Valve Outlet and Inlet ConnectionValvesChapter 13
CGA S-1.3-2005Pressure Relief Device Standards-Part 3-Stationary Storage Containers for Compressed GasesFuel Gas301.0
CISPI 301-2005Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications (Note 1)Piping, FerrousTable 7-1, 701.1, 701.2, 1101.3
CISPI 310-2004Couplings for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping ApplicationsJoints705.1.8, 705.1.9, 705.2.2
CSA No. 3-1992U.S. Requirements for Excess Flow ValvesValves1210.0
CSA A257-2003Concrete Pipe and Manhole SectionsPiping301.0
CSA B45.0-2002General Requirements for Plumbing FixturesFixtures401.1, 402.1, 402.2, 402.3, 411.6, 411.7, 416.0
CSA B45.1-2002Ceramic Plumbing FixturesFixtures401.1, 402.1, 402.2, 402.3, 416.0
CSA B45.2-2002Enameled Cast-Iron Plumbing FixturesFixtures401.1, 402.1
CSA B45.3-2002Porcelain-Enamelled Steel Plumbing FixturesFixtures401.1, 402.1, 413.0, 414.0, 416.0
CSA B45.4-2002Stainless Steel Plumbing FixturesFixtures401.1, 402.1, 402.2, 402.3, 411.6, 411.7, 414.0, 416.0
CSA B45.5-2002Plastic Plumbing FixturesFixtures401.1, 401.2, 402.3, 414.0, 416.0
CSA B45.9-2002Macerating Systems and Related ComponentsDWV Components710.13
CSA B45.10-2001 (R2006)Hydromassage BathtubsFixtures414.0
CSA B45.11-2004Glass LavatoriesFixtures401.1
CSA B64-2007Backflow Preventers and Vacuum BreakersBackflow ProtectionTable 6-2, 603.1, 603.2
CSA B64.1.1-2007Atmospheric Vacuum Breakers (AVB)Backflow ProtectionTable 6-2, 603.1, 603.2.5
CSA B64.1.2-2007Pressure Vaccum Breakers(PVB)BackFlow ProtectionTable 6-2, 603.1, 603.2.2
CSA B64.2.2-2007Hose Connection Vacuum Breakers (HCVB)Backflow ProtectionTable 6-2, 603.1, 603.2.3
CSA B64.2.1.1-2001 (R2006)Hose Connection Vacuum Breaker, House Connection Dual Check Type (HCDVB)Backflow ProtectionTable 6-2, 603.1, 603.2.3 282
CSA B64.4-2007Reduced Pressure Principle Backflow Preventers (RP)Backflow ProtectionTable 6-2, 603.1, 603.2.7, 603.4.6, 603.4.6.2, 603.4.6.4, 603.4.6.4, 603.4.16.2, 603.4.16.3, 603.4.18, 603.4.20
CSA B64.4.1-2001 (R2006)Reduced Pressure Principle Backflow Preventers for Fire Systems (RPF)Backflow ProtectionTable 6-2, 603.1, 603.2.7, 603.4.6, 603.4.6.2, 603.4.6.3, 603.4.6.4, 603.4.16.2, 603.4.16.3, 603.4.18, 603.4.20
CSA B64.5-2001(R2006)Double Check Valve (DVCA) Backflow PreventersBackflow ProtectionTable 6-2, 603.1, 603.2.4, 603.4.8, 603.4.16.1
CSA B64.5.1-2001 (R2006)Double Check Valve Backflow Preventers for Fire Systems (DVCAF)Backflow ProtectionTable 6-2, 603.1, 603.2.4, 603.4.8, 603.4.16.1
CSA B64.7-2001Laboratory Faucet Vacuum Breakers (LFVB)Backflow Protection603.1, 603.4.17
CSA B79-2005Floor Drains, Area Drains, Shower Drains, and Cleanouts for Residential ConstructionDWV Components401.1
CSA B125.3-2005Plumbing FittingsValves413.1, 414.5, 416.3, Table 6-2
CSA B128.1-2006/B128.2-2006Design and Installation of Non-Potable Water Systems/Maintenance and Field Testing of Non-Portable Water Systems (Note 1)Miscellaneous301.0
CSA B137.1-2005Polyethylene (PE) Pipe, Tubing, and Fittings for Cold Water Pressure ServicesPiping, PlasticTable 6-4, 604.1
CSA B137.5-2005Cross linked Polyethylene (PEX) Tubing Systems for Pressure ApplicationsPiping, PlasticTable 6-4, 604.1, 604.11, 604.11.1
CSA B137.9-2005Polyethylene/Aluminum/Polyethylene Composite Pressure-Pipe SystemsPiping, PlasticTable 6-4, 604.1, 604.13, 604.13.1
CSA B137.10-2005Cross linked Polyethylene/Aluminum/Cross linked Polyethylene Composite Pressure-Pipe SystemsPiping, PlasticTable 6-4, 604.1, 604.13, 604.13.1
CSA B181.3-2006Polyolefin Laboratory Drainage SystemsPiping, Plastic811.2
CSA B242-2005Groove and Shoulder Type Mechanical Pipe CouplingsFittings301.0
CSA B356-2000 (R2005)Water Pressure Reducing Valves for Domestic Water Supply SystemsValves608.2, 608.4
CSA G401-2007Corrugated Steel Pipe ProductsMiscellaneous301.0
CSA LC1-2005Fuel Gas Piping Systems Using Corrugated Stainless Steel Tubing (CSST) Same as (CSA 6.26)Fuel Gas1209.5.3.4
CSA LC3-2000*Appliance Stands and Drain PansMiscellaneous508.4
CSA LC4-2007Press-Connect Copper and Copper Alloy Fittings for Use in Fuel Gas Distribution Systems (same as CSA 6.32)Fuel Gas1209.5.8.2
CSA Z21.5.1-2006*Gas Clothes Dryers-Volume 1-Type 1 Clothes Dryers (same as CSA 7.1)Fuel Gas507.1.1.2, 507.1.1.3
CSA Z21.5.2a-2006*Gas Clothes Dryers-Volume 2-Type 2 Clothes Dryers (same as CSA 7.2)Fuel Gas507.1.1.3 283
CSA Z21.10.lb-2006*Gas Water Heaters—Volume I—Storage Water Heaters with Input Ratings of 75,000 Btu per Hour or Less (same as CSA 4.1)Appliances501.0
CSA Z21.10.3a-2007*Gas Water Heaters—Volume III, Storage, with Input Ratings Above 75,000 BTu per Hour, Circulating and Instantaneous (same as CSA 4.3)Appliances501.0
CSA Z21.12b-1994*(R2000)Draft HoodsAppliances510.12.1
CSA Z21.13b-2007*Gas-Fired Low-Pressure Steam and Hot-Water BoilersAppliances501.0
CSA Z21.15b-2006*Manually Operated Gas Valves for Appliances, Appliance Connector, Valves, and Hose End Valves (same as CSA 9.1)Valves1211.11, 1212.5
CSA Z21.22b-2001 (R2003)*Relief Valves for Hot Water Supply Systems (same as CSA 4.4)Valves608.4, 608.7
CSA Z21.24-2006*Connections for Gas Appliances (same as CSA 6.10)Appliances1212.2
CSA Z21.40.1a-1997(R2002)*Quick Connect Devices for Use With Gas Fuel (same as CSA 2.91)Joints1212.6
CSA Z21.47a-2007*Gas-Fired Central Furnaces (same as CSA 2.3)Fuel Gas501.0
CSA Z21.56-2006*Gas-Fired Pool Heaters (same as CSA 4.7)Swimming Pools and SpasUSPSHTC
CSA Z21.69b-2006*Connectors for Movable Gas Appliances (same as CSA 6.16)Appliances1212.4
CSA Z21.80a-2005*Line Pressure Regulators (same as CSA 6.22)Fuel Gas1209.7.2, 1209.7.5(A,1)
CSA Z21.81a-2007*Cylinder Connection Devices (same as CSA 6.25)Fuel Gas1209.5
CSA Z21.86b-2007*Vented Gas-Fired Space-Heating Appliances (same as CSA 2.32)Appliances501.0
CSA Z83.11-2006*Gas Food Service Equipment (same as CSA 1.8)Fuel Gas501.0
CSA Z317.1-1999 (R2002)*Special Requirements for Plumbing Installations in Health Care Facilities.Miscellaneous1301.0
FCI 74-1-1991Spring Loaded Lift Disc Check ValueValves301.0
IAPMO IGC 154-2006aTub/Shower Enclosures with Factory-Installed Fittings, Shower Panel, Shower Door, and Threshold AssembliesFixtures401.1
IAPMO IGC 157-2007Ball ValvesValves301.0
IAPMO IGC 172-2005Glass Lavatories and SinksFixtures401.1
IAPMO IGC 193-2006Safety Plates and Plate StrapsMiscellaneous301.0
IAPMO IGC 194-2004aCopper Alloy or Aluminum Alloy Sinks and LavatoriesFixtures401.1
IAPMO IGC 217-2007Metallic Bathtubs, Shower Pans, and Whirlpool BathtubsFixtures401.1
IAPMO IGC 226-2006aDrinking Water Fountains With or Without Chiller or HeaterFixtures401.1
IAPMO PS 23-2006ADishwasher Drain Air GapsBackflow ProtectionTable 6-2, 603.1, 807.4
IAPMO PS 25-2002Metallic Fittings for Jointing Polyethylene Pipe for Water Service and Yard PipingJoints603.1
IAPMO PS 33-2007aFlexible PVC Hose for Pools, Hot Tubs, Spas and Jetted BathtubMiscellaneous414.3
IAPMO PS 34-2003Encasement Sleeve for Potable Water Pipe and TubingPiping313.10.1
IAPMO PS 36-1990Lead Free Sealing Components for Threaded JointsJoints316.1.1, 705.2.3
IAPMO PS 37-1990Black Plastic PVC or PE Pressure-Sensitive Corrosion Preventive TapeMiscellaneous313.5, 1211.1.3, 1211.2.1
IAPMO PS 42-1996Pipe Alignment and Secondary Support SystemsMiscellaneous314.2, 314.5
IAPMO PS 43-2007Cushioned Bathtubs and Whirlpool Bathtub AppliancesFixtures401.1, 414.0 284
IAPMO PS 46-2006AField-Fabricated Tiling KitsMiscellaneousTable 4-1 (Note 10), 411.5
IAPMO PS 50-2005Flush Valves with Dual Flush Devices For Water Closets or Water Closer Tank with an Integral Flush Valves with a Dual Flush DevicesFixtures401.1, 410.3
IAPMO PS 51-1998Plastic and Metallic Expansion JointsJoints705.3.2, 1101.4, 1209.11
IAPMO PS 52-2006Sumps and Sewage Ejector Tanks with or without a PumpDWV Components710.8, 1101.5.3
IAPMO PS 53-1992Grooved Mechanical Pipe Couplings and Groove End FittingsJoints301.0
IAPMO PS 54-2006Metallic and Plastic Utility BoxesMiscellaneous301.0
IAPMO PS 55-1992Bathwaste Strainer DrainsFixtures404.1
IAPMO PS 57-2002PVC Hydraulically Actuated Diaphragm Type Water Control ValvesValves301.0
IAPMO PS 59-1992Septic Effluent and Waste Water Diverter ValvesDWV Components301.0
IAPMO PS 60-1996Sewage Holding Tank Containing Sewage Ejector Pump for Direct Mounted Water ClosetDWV Components710.13
IAPMO PS 61-2006aFabricated Stainless Steel Water Closets or UrinalsFixtures401.1, 402.1, 402.2, 410.0, 410.4
IAPMO PS 63-2005Plastic Leaching ChambersDWV Components301.0
IAPMO PS 64-2007Pipe FlashingsMiscellaneous313.8, 906.5
IAPMO PS 65-2002Airgap Units for Water Conditioning Equipment InstallationBackflow Protection603.1, 611.2
IAPMO PS 66-2000Dielectric Waterway FittingsFittings508.1
IAPMO PS 67-1993Early-Closure Replacement Flappers or Early-ClosureFixtures401.1
IAPMO PS 69-2006Bathwaste and Overflow Assemblies with Tub Filler SpoutPiping, Plastic403.0
IAPMO PS 72-2007Valves with Atmospheric Vacuum BreakersValves603.1
IAPMO PS 73-1993Dental Vacuum PumpsMiscellaneous603.4.18
IAPMO PS 76-1995Ballcock or Flushmeter Valve Tailpiece Trap Primers and Trap Primer Receptors/AdaptersDWV Components1007.0
IAPMO PS 79-2005Multiport Electronic Trap PrimerDWV Components1007.0
IAPMO PS 80-2007ClarifiersDWV Components1009.1
IAPMO PS 81-2006Precast Concrete Seepage Pit Limited and CoversDEV Components301.0
IAPMO PS 82-1995Fiberglass (Glass Fiber Reinforced Thermosetting Resin) FittingsFittings301.0
IAPMO PS 85-1995Tools for Mechanically Formed Tee Connections in Copper TubingMiscellaneous606.1.3
IAPMO PS 86-1995Rainwater Diverter Valve for Non-Roofed Area SlabsDWV Components301.0
IAPMO PS 87-1995Diverter and Shutoff Valves for Pool/SpasValvesUSPSHTC
IAPMO PS 88-2002Pre-Pressurized Potable Water TanksMiscellaneous301.0
IAPMO PS 89-1995Soaking and Hydrotherapy (Whirlpool) Bathtubs with Hydraulic SeatliftFixtures414.0
IAPMO PS 90-2006Elastomeric Test Caps/Cleanout CapsDWV Components707.2
IAPMO PS 91-2005aPlastic Stabilizers for Use with Plastic Closet BendsPiping, Plastic314.5
IAPMO PS 92-2003Heat ExchangersMiscellaneous502.11, 603.4.4, Appendix L 3.0 285
IAPMO PS 93-2004aWater Closets with Spray, Water Closet Seats with Spray and Other Devices with Spray for Water Closets Supplied with Hot and Cold WaterFixtures408.2
IAPMO PS 94-2001aP-Trap, Supply Stop, and Riser Insulated ProtectorMiscellancous313.0
IAPMO PS 95-2001Drain, Waste, and Vent Hangers and Plastic Pipe Support Hooks PipingFixtures314.4
IAPMO PS 96-2002Passive Direct Solar Water HeatersMiscellaneousUSEC
IAPMO PS 98-1996Prefabricated Fiberglass Church BaptisteriesFixtures406.1
IAPMO PS 99-2007Terrazzo, Marble, Concrete, Granite, and Slate Plumbing FixturesFixtures406.3
IAPMO PS 100-1996Porous Filter Protector for Subdrain Weep HolesDWV Components301.0
IAPMO PS 101-1997Suction Relief ValvesValves414.4
IAPMO PS 104-1997Pressure Relief Connection for Dispensing EquipmentValves301.0
IAPMO PS 105-1997Polyethylene Distribution BoxesDWV ComponentsAppendix K 6
IAPMO PS 106-2006Prefabricated, Tilcable Shower ReceptorsFixtures411.5, 411.8
IAPMO PS 107-1998Aramid Reinforced Rubber Hose for Use in Non-Potable Water Radiant Heating and Snow MeltingPiping, PlasticUMC
IAPMO PS 108-1998Restaurant Fire Suppression SystemsAppliances603.4.16.1
IAPMO PS 110-2006aPVC Cold Water Compression FittingsFittings604.1
IAPMO PS 111-1999PVC Cold Water Gripper FittingsFittings604.1
IAPMO PS 112-1999PVC Plastic Valves for Cold Water Distribution Systems Outside a Building and CPVC Plastic Valves for Hot and Cold Water Distribution SystemsValves605.0
IAPMO PS 113-1999elHydraulically Powered Household Food Waster DisposersAppliances301.0
IAPMO PS 114-1999elRemote, Floor Box Industrial Water Supply, Air Supply, DrainageMiscellaneous301.0
IAPMO PS 115-2007Hot Water On-Demand or Automatic Activated Hot Water Pumping SystemsMiscellaneous301.0
IAPMO PS 116-1999Hot Water Circulating Devices Which Do Not Use a PumpMiscellaneous301.0
IAPMO PS 117-2006Copper and Copper Alloy Fittings with Press-Type or Nail-Type Connections For Installation on Copper TubingFittings604.1
IAPMO PS 119-2006Water Energized Sump PumpMiscellaneous1101.5.3
IAPMO Z124.1.2-2005*Plastic Bathtub and Shower UnitsFixtures401.1, 414.0
IAPMO Z124.3-2005*Plastic LavatoriesFixtures401.1
IAPMO Z124.4-2006*Plastic Water Closet Bowls and TanksFixtures401.1
IAPMO Z124.5-2006*Plastic Toilet (Water Closet) SeatsFixtures408.2
IAPMO Z124.6-2006*Plastic SinksFixtures401.1
IAPMO Z124.7-1997*Prefabricated Plastic Spa ShellsFixtures401.1, 414.0
IAPMO Z124.8-1990*Plastic Bathtub LinersFixtures401.1, 414.0
IAPMO Z124.9-2004*Plastic Urinal Fixtures (Note 1)Fixtures401.1
IAPMO Z1000-2007Prefabricated Septic TanksDWV ComponentsAppendix K 5(N)
IAPMO Z1001-2007Prefabricated Gravity Grease InterceptorsFixtures1014.3.4.1
ICC A117.1-2003*Accessible and Usable Buildings and FacilitiesMiscellaneousTable 4-1, 413.0
ISEA Z358.1-2004*Emergency Eyewash and Shower EquipmentMiscellaneous402.5
ISO Guide 65-1996General Requirements for Bodies Operating Product Certification SystemsCertification301.0
MSS SP-25-1998*Standard Marking System for Valves, Fittings, Flanges, and UnionsMiscellaneous301.1.2 286
MSS SP-42-2004*Class 150 Corrosion Resistant Gate, Globe, Angle, and Check Valves with Flanged and Butt Weld EndsPiping, Ferrous301.0
MSS SP-44-2006*Steel Pipeline FlangesFittings301.0
MSS SP-58-2002*Pipe Hangers and Supports-Materials, Design, and ManufactureMiscellaneous1211.2.6(A), 1318.8
MSS SP-67-2002a*Butterfly ValvesValves301.0
MSS SP-69-2003*Pipe Hangers and Supports-Selection and ApplicationMiscellancous301.0, 1318.8
MSS SP-70-2006*Gray Iron Gate Valves, Flanged and Threaded EndsValves301.0
MSS SP-71-2005*Gray Iron Swing Check Valves, Flanged and Threaded EndsValves301.0
MSS SP-72-1999*Ball Valves with Flanged or Butt-Welding Ends for General ServiceValves301.0
MSS SP-78-2005a*Gray Iron Plug Valves, Flanged and Threaded EndsValves301.0
MSS SP-80-2003*Bronze Gate, Globe, Angle, and Check ValvesValves301.0
MSS SP-83-2006*Class 3000 Steel Pipe Unions Socket Welding and ThreadedJoints301.0
MSS SP-89-2003*Pipe Hangers and Supports-Fabrication and Installation PracticesMiscellaneous1211.2.6,1318.8
MSS SP-104-2003*Wrought Copper Solder Joint Pressure FittingsFittings316.1.3
MSS SP-106-2003*Cast Copper Alloy Flanges and Flanged Fittings Class 125, 150, and 300Fittings301.0
MSS SP-109-1997 (R2006)*Welded Fabricated Copper Solder Joint Pressure FittingsFittings316.1.3
MSS SP-123-1998 (R2006)*Non-Ferrous Threaded and Solder-Joint Unions for Use with Copper Water TubeJoints316.1.3
NFPA 13R-2007*Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in HeightMiscellaneous301.0
NFPA 13D-2007*Installation of Sprinkler Systems in One-and Two-Family Dwellings and Manufactured HomesMiscellaneous301.0
NFPA 31-2006*Installation of Oil-Burning EquipmentMiscellaneous506.3, 1202.0
NFPA 54/Z223.1-2006*National Fuel Gas Code (same as ANSI Z 223.1)Fuel GasChapter 5, Chapter 12
NFPA 58-2004*Liquefied Petroleum Gas CodeFuel Gas1209.5.4.4, 1209.5.9(D), 1213.0
NFPA 85-2007*Boiler and Combustion Systems Hazards CodeAppliances506.4.1
NFPA 99-2005*Health Care FacilitiesPipingChapter 13
NFPA 99C-2005*Gas and Vacuum SystemsPiping320.0, Chapter 13
NFPA 130-2007*Fixed Guideway Transit and Passenger Rail SystemsMiscellaneous301.0
NFPA 211-2006*Chimneys, Fireplaces, Vents, and Solid Fuel-Burning AppliancesMiscellaneous508.6.2, 510.5.1.1, 510.5.1.2, 510.5.1.3, 510.5.4
NFPA 502-2008*Road Tunnels, Bridges, and Other Limited Access HighwaysMiscellaneous301.0
NSF 2-2007Food Equipment AppliancesAppliances301.0
NSF 3-2007*Commercial Warewashing EquipmentAppliances401.1 287
NSF 4-2007cCommercial Cooking, Rethermalization, and Powered Hot Food Holding and Transport EquipmentAppliances301.0
NSF 5-2005*Water Heaters, Hot Water Supply Boilers, and Heat Recovery EquipmentAppliances301.0
NSF 12-2007*Automatic Ice Making EquipmentAppliances401.1
NSF 14-2007*Plastic Piping System Components and Related Materi- alsPiping, Plastic301.1.1, 604.1, 701.1, 701.2, 903.1, 1102.1, 1102.2, 1102.3, 1102.4
NSF 18-2007*Manual Food and Beverage Dispensing EquipmentAppliances603.4.12
NSF 29-2007*Detergent and Chemical Feeders for Commercial Spray-Type Dishwashing MachinesAppliances401.1
NSF 40-2005*Residential Wastewater Treatment SystemsDWV Components305.2, 713.2, 713.6
NSF 41-2005*Non-Liquid Saturated Treatment SystemsDWV Components305.2, 713.2, 713.6
NSF 42-2007e*Drinking Water Treatment Units-Aesthetic EffectsAppliances610.2, 611.1
NSF 44-2007*Residential Cation Exchange Water SoftenersAppliances610.2, 611.1
NSF 46-2007*Evaluation of Components and Devices Used in Waste-Water Treatment SystemsDWV Components713.2, 713.6
NSF 53-2007a*Drinking Water Treatment Units-Health EffectsAppliances610.2, 611.1
NSF 55-2007Ultraviolet Microbiological Water Treatment SystemsAppliances301.0
NSF 58-2007*Reverse-Osmosis Drinking Water Treatment SystemsAppliances603.4.13, 611.1, 611.2, 611.3
NSF 61-2007a*Drinking Water System Components-Health EffectsMiscellaneous401.3, 604.1, 605.1, 611.3
NSF 62-2007*Drinking Water Distillation SystemsAppliances611.1
NSF 169-2007Special Purpose Food Equipment and DevicesAppliances301.0
PDI G-101-2007Testing and Rating Procedure for Grease Interceptors with Appendix of Sizing and Installation DataFixtures1014.1, 1014.2.1
PDI-WH 201-2006Water Hammer ArrestersMiscellaneous, Water Supply Component609.10
PSAI Z4.1-1986 (R2005)*Sanitation In Places of Employment-Minimum RequirementsMiscellaneousTable 4-1 (Note 6)
SAE J 512-1997Automotive Tube FittingsFittings301.0
SAE J 1670-2005Type F Clamps for Plumbing ApplicationsJoints301.0
TCNA A118.10-2005*Load, Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone InstallationsFixtures411.5, 411.8
TCNA A137.1-1988*Ceramic Tile (surfaces)Miscellaneous411.5, 411.8
UL 70-2001Septic Tanks, Bituminous Coated MetalDWV ComponentsAppendix K-5 (M)
UL 80-2007*Steel Tanks for Oil-Burner FuelMiscellaneous506.3, 1202.0
UL 103-2001*Factory-Built Chimneys for Residential Type and Building Heating Appliances (with revisions through June 30, 2006)Miscellaneous502.3, 510.5.1.1
UL 125-2007*Valves for Anhydrous Ammonia and LP-Gas (Other than Safety Relief With Revisions through September 17, 2001)Valves1211.5(6), 1211.5.2 288
UL 132-2007*Safety Relief Valves for Anhydrous Ammonia and LP-Gas (with revisions through November 15, 2002)Valves1211.5(6), 1211.5.2
UL 144-1999*LP-Gas Regulators (with revisions through January 18,2002)Valves1209.7
UL 174-2004*Household Electric Storage Tank Water Heaters (with revisions through May 19, 2006)Appliances501.0, 506.1, 506.2
UL 252-2003*Compressed Gas RegulatorsValves1209.7
UL 263-2003*Fire Tests of Building Construction and MaterialsMiscellaneous1505.3, 1506.3
UL 296-2003*Oil Burners (with revisions through February 24, 2006)Appliances1202.0
UL 343-1997Pumps for Oil-Burning Appliances (with revisions through May 4, 2006)Pumps1202.0
UL 352-2006Constant-Level Oil ValvesValves1202.0
UL 378-2006Draft EquipmentMiscellaneous510.3, 510.3.4
UL 399-1993*Drinking-Water Coolers (with revisions through March 3, 2006)Appliances301.0, 401.1
UL 404-2005Gauges, Indicating Pressure for Compressed Gas ServiceFuel Gas301.0
UL 429-1999Electrically Operated ValvesValves301.0
UL 430-2004*Waste Disposers (with revisions through May 9, 2006)Appliances401.1, 404.4, 1014.1.3
UL 441-1996*Gas Vents (with revisions through August 9, 2006)Fuel Gas510.6
UL 443-2006Steel Auxiliary Tanks for Oil-Burner FuelMiscellancous506.3, 1202.0
UL 499-2005*Electric Heating Appliances (with revisions through March 31, 2006)Appliances506.1
UL 536-1997*Flexible Metalic HoseFuel Gas1212.1
UL 563-1995*Ice Makers (with revisions through February 27, 2006)Appliances1305.0
UL 565-1998Liquid-Level Gauges and Indicators for Anhydrous Ammonia and Lp-GasMiscellaneous1211.5(6), 1211.5.2
UL 569-1995*Pigtails and Flexible Hose Connectors for LP-Gas (with revisions through January 31, 2001)Fuel Gas1212.0
UL 723-2007*Test for Surface Burning Characteristics of Building Materials (with revisions through May 27-2005)Miscellaneous701.1.2, 903.1.2, 1101.3
UL 726-1995Oil-Fired Boiler Assemblies (with revisions through March 8, 2006)Appliances506.0
UL 732-1995*Oil-Fired Storage Tank Water Heaters (with revisions through February 3, 2005)Appliances506.0
UL 749-1997*Household Dishwashers (with revisions through March 31, 2003)Appliances401.1, 404.4
UL 778-2002*Motor-Operated Water Pumps (with revisions through February 1, 2006)Pumps301.0, 401.1
UL 834-2004*Heating, Water Supply, and Power Boilers-Electric (with revisions through March 30, 2006)Appliances506.0
UL 921-2006*Commercial DishwashersAppliances301.1.1, 401.1
UL 959-2001*Medium Heat Appliance Factory Built Chimneys (with revisions through September 29, 2006)Appliances510.5
UL 1081-1997Swimming Pool Pumps, Filters, and ChlorinatorsSwimming Pools and SpasUSPSHTC
UL 1206-2003*Electric Commercial Clothes Washing EquipmentApploances301.1.1
UL 1261-2001*Electric Water Heaters for Pools and TubsAppliancesUSPSHTC
UL 1331-2005Station Inlets and OutletsMiscellaneous1310.15, 1310.16
UL 1453-2004*Electric Booster and Commercial Storage Tank Water Heaters (with revisions through May 19, 2006)Appliances501.0, 506.0 289
UL 1469-2006Strength of Body and Hydraulic Pressure Loss Testing of Backflow Special Check ValvesValves603.1
UL 1479-2003Fire Tests of Through-Penetration FirestopsMiscellaneous1504.2, 1504.3, 1505.3, 1506.3
UL 1951-1994*Electric Plumbing Accessories (with revisions through October 22, 2003)Miscellaneous301.0
UL 2157-1997Electric Clothes Washing Machines and ExtractorsAppliances301.0
WQA S-300-2000Point-of-Use Low Pressure Reverse Osmosis Drinking Water SystemsAppliances603.4.13

290

ABBREVIATIONS IN TABLE 14-1
AHAMAssociation of Home Appliance Manufacturers, 1111 19th Street, N.W., Suite 402, Washington DC 20036.
ANSIAmerican National Standards Institute, Inc., 25 W. 42nd Street, 4th Floor, New York, NY 10036.
APSPAssociation of Pool and Spa Professionals, 2111 Eisenhower Avenue, Alexandria, VA 22314.
ASCEThe American Society of Civil Engineers, 1801 Alexander Bell Drive, Reston, VA 20191.
ASHRAEThe American Society of Heating, Refrigerating and Air Conditioning Engineers, Inc., 1791 Tullie Circle, NE, Atlanta, GA 30329-2305.
ASMEThe American Society of Mechanical Engineering, Three Park Avenue, New York, NY 10016.
ASPEAmerican Society of Plumbing Engineers, 8614 Catalpa Avenue, Suite 1007, Chicago, IL 60656.
ASSEAmerican Society of Sanitary Engineering, 901 Canterbury, Suite A, Westlake, Ohio 44145.
ASTMAmerican Society of Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959.
AWSAmerican Welding Society, 550 NW LeJuene Road, Miami, FL 33126.
AWWAAmerican Water Works Association, 6666 W. Quincy Avenue, Denver, CO 80235.
CGACompressed Gas Association, 4221 Walney Road, 5th Floor, Chantilly, VA 20151.
CISPICast-Iron Soil Pipe Institute, 5959 Shallowford Road, Suite 419, Chattanooga, TN 37421.
CSACanadian Standards Association, 5060 Spectrum Way, Suite 100, Mississauga, Ontario, L4W 5N6, Canada.
(D) or [D]Discontinued.
e1An editorial change since the last revision or reapproval.
FCIFluids Control Institute, 1300 Summer Avenue, Cleveland, Ohio 44115.
IAPMOInternational Association of Plumbing and Mechanical Officials, 5001 E. Philadelphia Street, Ontario, CA 91761.
ICCInternational Code Council, 5203 Leesburg Pike, Suite 600, Falls Church, VA 22041.
ISEAInternational Safety Equipment Association, 1901 N. Moore Street, Arlington, VA 22209-1762.
ISOInternational Organization for Standardization, 1 Rue de Varebre, Casa Postale 56, CH-1211 Geneva 20, Switzerland.
MISSManufacturers Standardization Society of the Valve and Fittings Industry, 127 Park Street, N.E., Vienna, VA 22180.
NFPANational Fire Protection Association, P.O. Box 9101, 1 Batterymarch Park, Quincy, MA 02269-9101.
NSFNSF International, 789 Dixboro Road, Ann Arbor, MI 48113-0140.
PDIPlumbing and Drainage Institute, 800 Turnpike Street, Suite 300, North Andover, MA 01845.
PSAIPortable Sanitation Association International, 7800 Metro Parkway, Suite 104, Bloomington, MN 55425.
SAE28535 Orchard Lake Road, Suite 200, Farmington Hills, MI 48334.
TCNATile Council of North America, Inc. 100 Clemson Research Blvd., Anderson, SC 29625.
ULUnderwriters’ Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062.
WQAWater Quality Association, 4151 Naperville Road, Lisle, IL 60532-1088.

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294

CHAPTER 15
FIRESTOP PROTECTION

1501.0 General Requirements.

1501.1 Applicability. Piping penetrations of required fire-resistance-rated walls, partitions, floors, floor⁄ceiling assemblies, roof⁄ceiling assemblies, or shaft enclosures shall be protected in accordance with the requirements of the Building Code, and this chapter.

1502.0 Plans and Specifications.

1502.1 Plans and specifications shall indicate with sufficient detail how penetrations of fire-resistance-rated assemblies shall be firestopped prior to obtaining design approval.

1503.0 Installation.

1503.1 Firestop materials shall be installed in accordance with this chapter, the Building Code, and the manufacturer’s instructions.

1504.0 Definitions.

1504.1 Penetration Firestop System. A specific assemblage of field-assembled materials, or a factory-made device, which has been tested to a standard test method and, when installed properly on penetrating piping materials, is capable of maintaining the fire-resistance rating of assemblies penetrated.

1504.2 F Rating. The time period that the penetration firestop system limits the spread of fire through the penetration, when tested in accordance with ASTM E 814, Standard for Fire Tests of Through-Penetration Fire Stops, or UL 1479, Standard for Fire Tests of Through-Penetration Firestops.

1504.3 T Rating. The time period that the penetration firestop system, including the penetrating item, limits the maximum temperature rise of 325°F (163°C) above its initial temperature through the penetration on the nonfire side, when tested in accordance with ASTM E 814, Standard for Fire Tests of Through-Penetration Fire Stops, or UL 1479, Standard for Fire Tests of Through-Penetration Firestops.

1505.0 Combustible Piping Installations.

1505.1 Combustible piping installations shall be protected in accordance with the appropriate fire resistance rating requirements in the Building Code that list the acceptable area, height, and type of construction for use in specific occupancies to assure compliance and integrity of the fire resistance rating prescribed.

1505.2 When penetrating a fire-resistance-rated wall, partition, floor, floor-ceiling assembly, roof-ceiling assembly, or shaft enclosure, the fire resistance rating of the assembly shall be restored to its original rating.

1505.3 Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E 119, Standard for Fire Tests of Building Construction and Materials, ASTM E 814, Standard for Fire Tests of Through-Penetration Fire Stops, UL 263, Standard for Fire Tests of Building Construction and Materials, or UL 1479, Standard for Fire Tests of Through-Penetration Firestops, with a positive pressure differential of not less than one-one-hundredth (0.01) of an inch of water. Systems shall have an F rating of not less than one (1) hour but not less than the required fire resistance rating of the assembly being penetrated. Systems protecting floor penetrations shall have a T rating of not less than one (1) hour but not less than the required fire resistance rating of the floor being penetrated. Floor penetrations contained within the cavity of a wall at the location of the floor penetration do not require a T rating. No T rating shall be required for floor penetrations by piping that is not in direct contact with combustible material.

1505.4 When piping penetrates a rated assembly, combustible piping shall not connect to non-combustible piping unless it can be demonstrated that the transition complies with the requirements of Section 1505.3.

1505.5 Insulation and Coverings. Insulation and coverings on or in the penetrating item shall not be permitted unless the specific insulating or covering material has been tested as part of the penetrating firestop system.

1505.6 Sleeves. Where sleeves are used, the sleeves should be securely fastened to the fire-resistance-rated assembly. The (inside) annular space between the sleeve and the penetrating item and the (outside) annular space between the sleeve and the fire-resistance-rated assembly shall be firestopped in accordance with the requirements for a sleeve penetrating item.

1506.0 Non-Combustible Piping Installations.

1506.1 Non-Combustible piping installations shall be protected in accordance with the appropriate fire resistance rating requirements in the Building Code that list the acceptable area, height, and type of construction for use in specific occupancies to ensure compliance and integrity of the fire-resistance rating prescribed.

1506.2 When penetrating a fire-resistance-rated wall, partition, floor, floor-ceiling assembly, roof-ceiling assembly, or shaft enclosure, the fire-resistance rating of the assembly shall be restored to its original rating.

Exceptions:

  1. Concrete, mortar, or grout shall be permitted to be used to fill the annular spaces around cast-iron, copper, or steel piping that penetrates concrete or masonry fire-resistant-rated assemblies. The nominal diameter of the penetrating item should not exceed six (6) inches (15.2 cm), and the opening size shall not exceed one-hundred and forty-four (144) square inches (929 cm2).
    The thickness of concrete, mortar, or grout should be the full thickness of the assembly or the thickness necessary
    295to provide a fire-resistance rating not less than the required fire-resistance rating of the assembly penetrated, or
  2. The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cotton waste for the time period equivalent to the fire-resistance rating of the assembly, when tested to standard(s) referenced in Section 1506.3.

1506.3 Penetration shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E 119, Standard for Fire Tests of Through-Penetration Fire Stops, UL 263, Standard for Fire Tests of Building Construction and Materials ASTM E 814, Standard for Fire Tests of Through-Penetration Firestops, with a positive pressure differential of not less than one-one-hundredth (0.01) of an inch of water. Systems shall have an F rating of not less than one (1) hour but not less than the required fire-resistance rating of the assembly being penetrated. Systems protecting floor penetrations shall have a T rating of not less than one (1) hour but not less than the required fire resistance rating of the floor being penetrated. Floor penetrations contained within the cavity of a wall at the location of the floor penetration do not require a T rating. No T rating shall be required for floor penetrations by piping that is not in direct contact with combustible material.

1506.4 When piping penetrates a rated assembly, combustible piping shall not connect to non-combustible piping unless it can be demonstrated that the transition complies with the requirements of Section 1506.3.

1506.5 Unshielded couplings shall not be used to connect noncombustible piping unless it can be demonstrated that the fire-resistive integrity of the penetration is maintained.

1506.6 Sleeves. Where sleeves are used, the sleeves should be securely fastened to the fire-resistance-rated assembly. The (inside) annular space between the sleeve and the penetrating item and the (outside) annular space between the sleeve and the fire-resistance-rated assembly shall be firestopped in accordance with the requirements for a sleeve-penetrating item.

1506.7 Insulation and Coverings. Insulation and coverings on or in the penetrating item shall not be permitted unless the specific insulating or covering material has been tested as part of the penetrating firestop system.

1507.0 Required Inspection.

1507.1 General. Prior to being concealed, piping penetrations shall be inspected by the Authority Having Jurisdiction to verify compliance with the fire-resistance rating prescribed in the Building Code.

1507.2 The Authority Having Jurisdiction shall conduct a thorough examination of sufficient representative installations, including destructive inspection, to provide verification of satisfactory compliance with this chapter, the appropriate manufacturers installation standards applied by the installer, construction documents, specifications, and applicable manufacturers product information.

1507.3 The Authority Having Jurisdiction shall determine the type, size, and quantity of penetrations to be inspected.

1507.4 The Authority Having Jurisdiction shall compare the field installations with the documentation supplied by the installer to determine the following:

  1. The required F ratings (one (1), two (2), three (3), or four (4) hour) and T ratings (zero (0), one (1), two (2), three (3), or four (4) hour) of the firestop penetration firestop systems are suitable for the assembly being penetrated.
  2. The penetrating firestop systems are appropriate for the penetrating items, as documented through testing of the systems conducted by an independent testing agency.
  3. The penetrating firestop system is installed as tested.

296

CHAPTER 16
RESERVED

297

298

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
CHAPTER 16A-NON-POTABLE WATER REUSE SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter                 
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below  X            X 
Chapter/Section                 
Part I  X              
Part II               X 

299

300

CHAPTER 16A
NON-POTABLE WATER REUSE SYSTEMS

Part I [HCD 1]

Intent

This part is applicable to occupancies under the authority of the Department of Housing and Community Development as specified in Section 1.8.2.1.1 and is intended to:

  1. Conserve water by facilitating greater reuse of laundry, shower, lavatory, and similar sources of discharge for irrigation and/or indoor use.
  2. Reduce the number of non-compliant graywater systems by making legal compliance easily achievable.
  3. Provide guidance for avoiding potentially unhealthful conditions.
  4. Provide an alternative way to relieve stress on a private sewage disposal system by diverting the graywater.

1601A.0 Graywater Systems-General.

  1. Except as otherwise provided for in this chapter, the provisions of this code shall be applicable to graywater installation. The provisions of this part shall apply to the construction, alternation, discharge, use, and repair of graywater systems. The graywater system shall not be connected to any potable water system without an air gap or other physical device which prevents backflow and shall not cause the ponding or runoff of graywater A city, county, or city and county or other local government may, after a public hearing and enactment of an ordinance or resolution, further restrict or prohibit the use of graywater systems. For additional information, see Health and Safety Code Section 18941.7.

  2. The type of system shall be determined by the location, discharge capacity, soil type, and ground water level. The system shall be designed to handle graywater discharged from the building and may include tank(s) and other appurtenances necessary to ensure proper function of the system

    Note: It is not the intent of this section to require that all graywater must be handled by an irrigation field or disposal field. It is acceptable for excess graywater to be diverted to the building sewer through the overflow required pursuant to Section 1609A.0(E)

  3. No graywater system or part thereof shall be located on any lot other than the lot that is the site of the building or structure that discharge the graywater, nor shall any graywater system or part thereof be located at any point having less than the minimum distances indicated in Table 16A-1.

    Exception: When there exist a lawfully recorded perpetual and exclusive convenient to an easement appurtenant and right-of-way between adjoining land-owners of two or more contiguous lots to discharge graywater from one lot to an adjoining lot.

  4. No construction permit for any graywater system shall be issued until a plot plan with appropriate data satisfactory to the Enforcing Agency has been submitted and approved. When there is insufficient lot area or inappropriate soil conditions to prevent the ponding or runoff of the graywater, as determined by the Enforcing Agency, no graywater system shall be allowed.

    Exception: A construction permit shall not be required for a clothes washer system which does not require cutting of the existing plumbing piping provided it is in compliance with Section 1603A.1.1

  5. All graywater systems shall be designed to allow the user to direct the flow to either the irrigation or disposal field or the building sewer. The means of changing the direction of the graywater shall be clearly labeled and readily accessible to the user.
  6. Water used to wash diapers or similarly soiled or infectious garments or other prohibited contents shall be diverted by the user to the building sewer.
  7. Graywater shall not be used to in spray irrigation, allowed to pond or runoff and shall not be discharged directly into or reach any storm sewer system or any surface body of water.
  8. Human contact with graywater or the soil irrigated by graywater shall be minimized and avoided, except as required to maintain the graywater system. The discharge point of any graywater irrigation or disposal field shall be covered by at least (2) inches (51 mm) of mulch, rock, or soil, or a solid shield to minimize the possibility of human contact.
  9. Graywater shall not be used to irrigate root crops or edible parts of food crops that touch the soil.

1602A.0 Definitions.

Clothes Washer System. A graywater system utilizing only a single domestic clothes washing machine in a one- or two- family dwelling.

Complex System. Graywater systems that discharge over 250 gallons (947 L) per day.

Disposal Field. An intended destination for graywater including but not limited to a mulch basin or receiving land scape feature, graywater leach field, or other approved method of disposal.

Graywater. Pursuant to Health and Safety Code Section 17922.12, ″graywater″ means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. ″Graywater″ includes but is not limited to waste water from

301

bathtubs, showers, bathroom washbasins, clothes washing machines, and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

Graywater System. A system designed to collect graywater and transport it out of the structure for distribution in an Irrigation or Disposal Field. A graywater system may include tanks, valves, filters, pumps or other appurtenances along with piping and receiving landscape.

Irrigation Field. An intended destination for graywater in the receiving landscape including but not limited to a drip irrigation system, mulch basin, or other approved method of dispersal for irrigation purposes.

Mulch. Organic waste material including but not limited to leaves, prunings, straw, pulled weeds, and wood chips. Mulch shall be permeable enough to allow rapid infiltration of graywater.

Mulch Basin. A type of irrigation or disposal field filled with mulch or other approved permeable material of sufficient depth, length, and width to prevent ponding or runoff. A mulch basin may include a basin around a tree, a through along a row of plants, or other shapes necessary for irrigation or disposal.

Receiving Landscape. Includes features such as soil, basins, swales, mulch, and plants.

Simple System. A graywater system serving a one- or twofamily dwelling with a discharge of 250 gallons (947 L) per day or less. Simple systems exceed a clothes washer system.

Treated Graywater. Non-potable water collected and treated on-site suitable for direct beneficial use.

1603A.0 Permit.

A written construction permit shall be obtained from the Enforcing Agency prior to the erection, construction, reconstruction, installation, relocation, or alteration of any graywater system that requires a permit.

Exception: A construction permit shall not be required for a clothes washer system which does not require cutting of the existing plumbing piping provided it is in compliance with Section 1603A.1.1.

1603A.1 System Requirements.

1603A.1.1 Clothes Washer System. A clothes washer system in compliance with all of the following is exempt from the construction permit specified in Section 1.8.4.1 and may be installed or altered without a construction permit:

  1. If required, notification has been provided to the Enforcing Agency regarding the proposed location and installation of a graywater irrigation or disposal system.

    Note: A city, county, or city and county or other local government may, after a public hearing and enactment of an ordinance or resolution, further restrict or prohibit the use of graywater systems. For additional information, see Health and Safety Code Section 18941.7.

  2. The design shall allow the user to direct the flow to the irrigation or disposal field or the building sewer. The direction control of the graywater shall be clearly labeled and readily accessible to the user.
  3. The installation, change, alternation, or repair of the system does not include a potable water connection or a pump and does not affect other building, plumbing, electrical, or mechanical components including structural features, egress, fire-life safety, sanitation, potable water supply piping, or accessibility.

    Note: The pump in a clothes washer shall not be considered part of the graywater system.

  4. The graywater shall be contained on the site where it is generated.
  5. Graywater shall be directed to and contained within an irrigation or disposal field.
  6. Ponding or runoff is prohibited and shall be considered a nuisance.
  7. Graywater may be released above the ground surface provided at least two (2) inches (51 mm) of mulch, rock, or soil, or a solid shield covers the release point. Other methods which provide equivalent separation are also acceptable.
  8. Graywater systems shall be designed to minimize contact with humans and domestic pets.
  9. Water used to wash diapers or similarly soiled or infectious garments shall not be used and shall be diverted to the building sewer.
  10. Graywater shall not contain hazardous chemicals derived from activities such as cleaning car parts, washing greasy or oily rags, or disposing of waste solutions from home photo labs or similar hobbyist or home occupational activities.
  11. Exemption from construction permit requirements of this code shall not be deemed to grant authorization for any graywater system to be installed in a manner that violates other provisions of this code or any other laws or ordinances of the Enforcing Agency.
  12. An operation and maintenance manual shall be provided. Directions shall indicate the manual is to remain with the building throughout the life of the system and indicate that upon change of ownership or occupancy, the new owner or tenant shall be notified the structure contains a graywater system.

1603A.1.2 Simple System. Simple systems exceed a clothes washer system and shall comply with the following:

  1. The discharge capacity of a graywater system shall be determined by Section 1606A.0. Simple systems have a discharge capacity of 250 gallons (947 L) per day or less.
  2. Simple systems shall require a construction permit, unless exempted from a construction permit by the Enforcing Agency. The Enforcing Agency shall consult with any public water system (as defined in Health and Safety Code, Section 116275) providing drinking water to the dwelling before allowing an exemption from a construction permit.

    302

  3. The design of simple systems shall be acceptable to the Enforcing Agency and shall meet generally accepted graywater system design criteria.

1603A.1.3 Complex System. Any graywater system that is not a clothes washer system or simple system shall comply with the following:

  1. The discharge capacity of a graywater system shall be determined by Section 1606A.0. Complex systems have a discharge capacity over 250 gallons (947 L) per day.
  2. Complex systems shall require a construction permit, unless exempted from a construction permit by the Enforcing Agency. The Enforcing Agency shall consult with any public water system (as defined in Health and Safety Code Section 116275) providing drinking water to the dwelling before allowing an exemption from a construction permit.
  3. A complex system shall be designed by a person who can demonstrate competence to the satisfaction of the Enforcing Agency.
TABLE 1603A.1.4
CONSTRUCTION PERMIT REQUIREMENTS
TYPE OF SYSTEMPERMIT REQUIREMENTS
Clothes washer SystemNo construction permit required if conditions in Section 1603A.1.1 are met.
Simple SystemPermit and plans required unless exempted by Enforcing Agency.
Complex SystemPermit and plans required unless exempted by Enforcing Agency.
Treated GraywaterPermit and plans required unless exempted by Enforcing Agency.

1604.4.0 Drawings and Specifications.

Graywater systems for which a construction permit is required may be subject to submitted of plans and details of the proposed graywater system necessary to ensure compliance with the requirements of this chapter. Identification of the ground water level and soil absorption qualities at the site shall be included in the plans or provided to the Enforcing Agency.

Exception: The Enforcing Agency may waive the requirement for identification of groundwater level and/or soil absorption qualities based on knowledge of local conditions.

1604A.1 Groundwater Depth. Verification of ground water levels which exceed three (3) vertical feet (915 mm) from the deepest irrigation or disposal point of the proposed graywater system shall not be required.

Note: The absence of groundwater in a test hole three (3) vertical feet (915 mm) below the deepest irrigation or disposal point shall be sufficient to satisfy this section unless seasonal high groundwater levels have been documented to rise to within this area.

1605A.0 Inspection and Testing.

  1. Inspection. A graywater system for which a construction permit is required shall be subject to inspection by the Enforcing Agency and such construction or work shall remain accessible and exposed for inspection purpose until approved.
    At the time of final inspection, an operation and maintenance manual shall be provided. Directions shall indicate the manual is to remain with the building throughout the life of the system and upon change of ownership, the new owner shall be notified the structure contains a graywater system.
  2. Testing.
    1. Tanks shall be filled with water to the overflow line prior to and during inspection. Seams and joints shall be left exposed, and the tank shall remain watertight.
    2. A flow test shall be performed through the system to the point of graywater irrigation or disposal. Lines and components shall be watertight.

1606A.0 Procedure for Estimating Graywater Discharge.

  1. Single Family Dwellings and Multi-Family Dwellings. The graywater discharge for single family and multi-family dwellings shall be calculated by estimates of gray water use based on water use records, calculations of local daily per person interior water use, or the following procedure:
    1. The number of occupants of each dwelling unit shall be calculated as follows:
      First Bedroom 2 occupants
      Each additional bedroom 1 occupant
    2. The estimated graywater flows of each occupant shall be calculated as follows:
      Showers, bathtubs 25 GPD (95 LPD)/occupant and wash basins
      Laundry 15 GPD (57 LPD)/occupant
    3. The total number of occupants shall be multiplied by the applicable estimated graywater discharge as provided above and the type of fixtures connected to the graywater system.
  2. Daily Discharge. Graywater system using tanks shall be designed to minimize the amount of time graywater is held in the tank and shall be sized to distribute the total amount of estimated graywater on a daily basis.

    Exception: Treated graywater systems when approved by the Enforcing Agency.

1607A.0 Required Area of Irrigation or Disposal Fields.

Irrigation or disposal fields may have one or more valved zones. Each zone must be of adequate size to receive the graywater anticipated in that zone. No irrigation or disposal field shall extend within three (3) vertical feet (915 mm) of the highest known seasonal groundwater, or a to a depth where graywater contaminates the groundwater, ocean water or surface water. The applicant shall supply evidence of ground water depth to the satisfaction of the Enforcing Agency.

303

Note: The absence of groundwater in a test hole three (3) vertical feet (915 mm) below the deepest irrigation or disposal point shall be sufficient to satisfy this section unless seasonal high groundwater levels have been documented to rise to within this area.

1608A.0 Determination of Maximum Absorption Capacity.

  1. Wherever practicable, irrigation or disposal field size shall be computed from Table 16A-2.
  2. In order to determine the absorption quantities of questionable soils other than those listed in Table 16A -2, the proposed site shall be permitted to be subjected to percolation tests acceptable to the Enforcing Agency.

    Exception: Irrigation fields in compliance with Section 1611A.2, which only utilize drip type emitters.

  3. When a percolation test is required, no graywater system shall be permitted if the test shows the absorption capacity of the soil is unable to accommodate the intended discharge of the proposed graywater system.

    Exception: The Enforcing Agency may waive the requirement for percolation tests based on knowledge of local conditions or accept other testing methods.

1609A.0 Tank Construction.

  1. When system design includes a tank, specifications for the tank shall be submitted to the Enforcing Agency for approval. Such plans shall show all dimensions and other pertinent data.
  2. Tanks shall be constructed of solid, durable materials not subject to excessive corrosion or decay and shall be watertight.
  3. Each tank shall be vented as required by Chapter 9 of this code, shall be sealed against vermin and mosquitoes, and have an access opening to allow for inspection and cleaning.
  4. Each tank shall have its rated capacity permanently marked on the unit. In addition, a sign stating ″GRAY WATER IRRIGATION SYSTEM, CAUTION — UNSAFE WATER″ shall be permanently marked on the holding tank.
  5. Each tank shall have an overflow drain. The overflow drain shall have a permanent connection to the building drain or building sewer, upstream of septic tanks, if any. The overflow drain shall not be equipped with a shutoff valve.
  6. The overflow drain shall be not less in size than the inlet pipe. The vent size shall be determined based on the total graywater fixture units as outlined in Table 7-5 of this code. Unions or equally effective fittings shall be provided for all piping connected to the holding tank.
  7. Each tank shall be structurally designed to withstand all anticipated earth or other loads. Tank covers shall be capable of supporting an earth load of not less than three hundred (300) pounds per square foot (1,464.7 kg/m2) when the tank is used for underground installation.
  8. The overflow system must be designed so that the tank overflow will gravity drain to the existing sewer line or septic tank. The tank shall be protected against sewer line backflow by a backwater valve.
  9. An overflow drain and backwater valve is not required on a clothes washer system.

610A .0 Graywater Systems.

Graywater systems shall comply with Section 1610A.1 through 1610A.3.

1610A .1 Pipe Materials. Graywater pipe, valves, and fittings shall conform to the requirements of Sections 604.0, 605.0, and 606.0.

1610A.2 Identification. Graywater distribution piping upstream of any connection to an irrigation or disposal field or a distribution valve shall be identified with the words ″CAUTION: NON-POTABLE WATER, DO NOT DRINK.″ Marking shall be at intervals not be exceed five (5) feet (1,524 mm).

1610A.3 Valves. All valves shall be accessible. A backwater valve installed pursuant to this code shall be provided on all tank drain connections to the sanitary drain or sewer piping.

1611A.0 Irrigation, Disposal Field, and Mulch Basin Construction.

Irrigation fields, disposal fields, and mulch basins used in graywater system shall comply with this section. Graywater systems may contain either an irrigation field or a disposal field or a combination of both. This section is not intended to prevent the use of other methods of graywater irrigation or disposal approved by the Enforcing Agency.

1611A.1 Mulch Basin. A mulch basin may be used as an irrigation or disposal field. Mulch basins shall be sized in accordance with Table 16A-2 and of sufficient depth, length, and width to prevent ponding or runoff during the graywater surge of a clothes washer, bathtub, or shower, Mulch must be replenished as required due to decomposition of organic matter. Mulch basins will require periodic maintenance, reshaping, or removal of dirt to maintain surge capacity and to accommodate plant growth and prevent ponding or runoff.

1611A.2 Irrigation Field. The provisions of this section are not intended to prevent the use of any appropriate material, appliance, installation, device, design, or method of construction. If an alternate design is not available, the following provisions may be used as guidance in the design of a graywater irrigation field:

  1. Filters used in graywater irrigation systems shall be as specified by the manufacturer″s installation instructions for the design flow rate and intended use. The filter back wash and flush discharge shall be contained and disposed of into the building sewer system, septic tank or, with approval of the Enforcing Agency, a separate mini-leachfield sized to accept all the backwash and flush discharge water. Filter backwash water and flush water shall not be used for any purpose. Sanitary procedures shall be followed when handling filter backwash and flush discharge or graywater.
  2. Emitters shall be designed to resist root instruction and shall be of a design recommended by the manufactures for the 304intended graywater flow and use. For emitter ratings, refer to Irrigation Equipment Performance Report, Drip Emitters and Micro-Sprinklers, Center for Irrigation Technology, California State University, 5730 N. Chestnut Avenue, Fresno, California 93740-0018.
  3. Each irrigation zone shall be designed to include no less than the number of emitters specified in Table 16A-3, or through a procedure designated by the Enforcing Agency. Minimum spacing between emitters is in any direction shall be sufficient to prevent ponding or runoff.
  4. The system design shall provide user controls, such as valves, switches, timers, and other controllers, as appropriate, to rotate the distribution of graywater between irrigation zones.
  5. All drip irrigation supply lines shall be polyethylene tubing or PVC Class 200 pipe or better and Schedule 40 fittings. All joints shall be properly solvent-cemented, inspected, and pressure tested at 40 psi (276 kPa), and shown to be drip tight for five minutes, before burial. All supply piping shall be covered to a minimum depth of two (2) inches (51 mm) of mulch or soil. Drip feeder lines can be poly or flexible PVC tubing and shall be covered to a minimum depth of two (2) inches (51 mm) of mulch or soil.
  6. Where pressure at the discharge side of the pump exceeds 20 psi (138 kPa), a pressure-reducing valve able to maintain downstream pressure no greater than 20 psi (138 kPa) shall be installed downstream from the pump and before any emission device.
  7. Each irrigation zone shall include a flush valve/antisiphon valve to prevent back siphonage of water and soil.

1611A.3 Disposal Field. The provisions of this section are not intended to prevent the use of any appropriate material, appliance, installation, device, design, or method of construction. If an alternate design is not available the following provisions may be used as guidance in the design of a graywater disposal field:

  1. Disposal systems shall be not less than three (3) inches (80 mm) in cross sectional dimension and shall be constructed of perforated high-density polyethylene pipe, perforated ABS pipe, perforated PVC pipe, leaching chambers, or other approved materials, provided that sufficient openings are available for distribution of the graywater into the trench area. Material, construction, and perforation shall be in compliance with the appropriate absorption fields drainage standards and shall be approved by the Enforcing Agency.
  2. Filter material, clean stone, gravel, slag, or similar filter material acceptable to the Enforcing Agency, varying in size from three-quarters of an (¾) inch (19.1 mm) to two and one-half (2½) inches (64 mm), shall be placed in the trench to the depth and grade required by this section. The perforated section shall be laid on the filter material in an approved manner. The perforated section shall then be covered with filter material to the minimum depth required by this section. The filter material shall then be covered with untreated building paper, straw, or similar porous material to prevent closure of voids with earth backfill. No earth backfill shall be placed over the filter material cover until after inspection and acceptance.

    Exception. Manufactured leaching chambers shall be installed in compliance with the manufacturer’s installation instructions.

  3. Disposal fields shall be constructed as follows (see chart below):
     MINIMUMMAXIMUM
    1 Manufactured leaching chambers shall be installed in compliance with the manufacturer’s installation instructions.
    Number of drain lines per valved zone11
    Length of each perforated line1100 ft. (30,840 mm)
    Bottom width of trench112 in. (305 mm)24 in. (610 mm)
    Spacing of lines, center to center14 ft. (1219 mm)
    Depth of earth cover of lines2 in. (51 mm)
    Depth of filter material cover of lines2 in. (51 mm)
    Depth of filter material beneath lines13 in. (76 mm)
    Grade of perforated lineslevel3 in./100 ft. (2 mm/m)
  4. When necessary on sloping ground to prevent excessive line slopes, disposal lines shall be stepped or installed on the contour lines of the slope. The lines between each horizontal leaching section shall be made with approved watertight joints and installed on natural or unfilled ground.

1612A.0 Special Provisions.

  1. Other collection and distribution systems shall be permitted by the local Enforcing Agency, as allowed by Section 1.8.7 of this code.
  2. Nothing contained in this chapter shall be construed to prevent a city, county, or city and county or other local government from, after a public hearing and enactment of an ordinance or resolution, further restricting or prohibiting the use of graywater systems. For additional information, see Health and Safety Code Section 18941.7.
  3. Graywater stub-out plumbing may be allowed for future connection prior to the installation of irrigation lines and landscaping. Stub-out shall be permanently marked “ GRAYWATER STUB-OUT, CAUTION — UNSAFE WATER”

1612A.1 Indoor Use of Treated Graywater. Graywater shall not be allowed for indoor use, such as flushing toilets and urinals, unless treated by an on-site water treatment system approved by the Enforcing Agency. For the purposes of this section, graywater treated by an on-site water treatment system shall be considered “Treated Graywater”. Treated graywater and treated graywater systems shall comply with the
305provisions of this code except as otherwise provided in this chapter and all of the following:

  1. The treated graywater shall have a separate tank sized to minimize the length of time it is retained.
  2. A maintenance and operation manual for the treatment system shall be kept at the location of the system.
  3. Treated graywater intended for use indoors shall meet the California Department of Public Health statewide uniform criteria for disinfected tertiary recycled water as provided in California Code of Regulations, Title 22 Section 60301.230.
  4. The treated graywater system shall be installed, inspected, and tested as specified for recycled water systems in Sections 1618A.0 and 1620A.0.
TABLE 16A-1
LOCATION OF GRAYWATER SYSTEM
MINIMUM HORIZONTAL DISTANCE REQUIRED FROMTANKIRRIGATION FIELDDISPOSAL FIELD
 feet/mmfeet/mmfeet/mm
1 Building structure does not include porches and steps, whether covered or uncovered, breezeways, roofed porte cocheres, roofed patios, carports, covered walks, covered driveways, and similar structures or appurtenances.
2 Underground tanks shall not be located within a 45 degree angle from the bottom of the foundation, or they shall be designed to address the surcharge imposed by the structure. The distance may be reduced to six (6) inches (153 mm) for aboveground tanks when first approved by the Enforcing Agency.
3 Where special hazards are involved, the distance required shall be increased as directed by the Enforcing Agency.
4 These minimum clear horizontal distances shall also apply between the irrigation or disposal field and the ocean mean higher hightide line.
5 The minimum horizontal distance may be reduced to 50 feet (15,240 mm) for irrigation fields utilizing graywater which has been filtered prior to entering the distribution piping.
6 Plus two (2) feet (610 mm) for each additional foot of depth in excess of one (1) foot (305 mm) below the bottom of the drain line.
7 For parallel construction or crossings, approval by the Enforcing Agency shall be required.
Building structures15(1,524 mm)22(610 mm)5(1,524 mm)
Property line adjoining private property5 (1,524 mm)1.5 feet (458 mm)5(1,524 mm)
Water supply wells350 (15,240 mm)100 (30,480 mm)100(30,480 mm)
Streams and lakes350 (15,240 mm)100 (30,480 mm)4,5100 (30,480 mm)4
Sewage pits or cesspools5 (1,524 mm)5 (1,524 mm)5 (1,524 mm)
Sewage disposal field5 (1,524 mm)4 (1,219 mm)64 (1,219 mm)6
Septic tank0(0)5(1,524 mm)5(1,524 mm)
On-site domestic water service line5 (1,524 mm)0(0 mm)0(0mm)
Pressurized public water main10 (3,048 mm)10 (3,048 mm)710(3,048 mm)7
TABLE 16A-2
DESIGN CRITERIA OF SIX TYPICAL SOILS
TYPE OF SOILSQUARE FEETGALLONSSQUARE METERSLITERS
 Minimum square feet of Irrigation/leaching area per 100 gallons of estimated graywater discharge per dayMaximum absorption capacity in gallons per square foot of Irrigation/leaching area for a 24-hour periodMinimum square meters of Irrigation/leaching area per liter of estimated graywater discharge per dayMaximum absorption capacity in liters per square meter of Irrigation/leaching area for a 24-hour period
Coarse sand or gravel205.00.005203.7
Fine sand254.00.006162.9
Sandy loam402.50.010101.8
Sandy clay601.70.01569.2
Clay with considerable sand or gravel901.10.02244.8
Clay with small amounts ofTABLE 16A-3 sand or gravel1200.80.03032.6
TABLE 16A-3
SUBSURFACE DRIP DESIGN CRITERIA OF SIX TYPICAL SOILS
TYPE OF SOILMAXIMUM EMITTER DISCHARGE (gal/day)MINIMUM NUMBER OF EMITTERS PER GPD OF GRAYWATER PRODUCTION
Use the daily graywater flow calculated in Section 1606A.0 to determine the number of emitters per line.
1. Sand1.80.6
2. Sandy loam1.40.7
3. Loam1.20.9
4. Clay loam0.91.1
5. Silty clay0.61.6
6. Clay0.52.0

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Part II [DWR]

1613A.0 Recycled Water System - General

  1. The provisions of Part II of this chapter shall apply to the installation, construction, alteration, and repair of recycled water systems intended to supply water closets, urinals, trap primers for floor drains, floor sinks and other allowed uses. The recycled water system shall not have any connections to the potable water system except via an air gap approved by the Authority Having Jurisdiction or via a temporary connection to the potable system for initial testing of the recycled water system piping.
  2. No permit for any recycled water system shall be issued until complete plumbing plans, with appropriate data satisfactory to the Authority Having Jurisdiction, have been submitted and approved. No changes or connections shall be made to either the recycled water system or the potable water system within any site containing a recycled water system without approval by the Authority Having Jurisdiction. See Section 1620A.0 for further details.
  3. Before the building is occupied, the installer shall perform an initial cross-connection test in the presence of the Authority Having Jurisdiction or other authorities having jurisdiction. The test shall be ruled successful before final approval is granted.
  4. A recycled water system shall be designed by a person registered or licensed to perform plumbing design work.

1614A.0 Definitions.

Recycled Water. Non-potable water that meets California Department of Public Health statewide uniform criteria for disinfected tertiary recycled water. Recycled water is also known as reclaimed water.

1615A.0 Permit.

It shall be unlawful for any person to construct, install, alter, or cause to be constructed, installed, or altered any recycled water system within a building or on a premises without first obtaining a permit to do such work from the Authority Having Jurisdiction. Section 13553 of the Water Code specifies structures where indoor use of recycled water is allowed. These structures include commercial, retail and office buildings, theaters, auditoriums, condominium projects, schools, hotels, apartments, barracks, dormitories, jails, prisons, reformatories, and other structures as determined by the State Department of Public Health.

1616A.0 Drawings and Specifications.

  1. Drawings and specifications for recycled water systems shall be in accordance with the requirements identified in Chapter 1, General Code Provisions, of the California Plumbing Code.
  2. The drawings and specifications shall provide sufficient detail to determine compliance with the requirements of this chapter and the California Plumbing Code.

1617A.0 Pipe Material/Pipe Identification.

Recycled water pipe shall comply with Sections 1617A.1 and 1617A.2.

1617A.1 Pipe Materials. Recycled water pipe, valves, and fittings shall conform to the requirements of Sections 604.0, 605.0, and 606.0.

1617A.2 Color and Information. Recycled water systems shall have a purple background with black uppercase lettering with the words “CAUTION: RECYCLED WATER, DO NOT DRINK.”

All recycled water pipe shall be permanently marked to identify that it contains recycled water. This may be accomplished by labeling piping using purple-colored (Pantone color512) adhesive Mylar PVC tape along the entire length of the pipe or using non-metallic pipe manufactured with purple integral to the material. For either material, the identification system shall be installed so the wording above is clearly visible.

1618A.0 Installation.

  1. The recycled water piping system shall not include any hose bibbs. Only quick couplers that differ from those used on the potable water system shall be used on the recycled water piping system.
  2. The recycled water system and the potable water system within the building shall be provided with the required appurtenances (valves, air/vacuum relief valves, etc.) to allow for testing as required for cross connection test in Section 1620A.0.

  3. Recycled water pipes laid in the same trench or crossing building sewer or drainage piping shall be installed in compliance with Sections 609.0 and 720.0 of this code. Recycled water pipes shall be protected similar to potable water pipes.

1619A.0 Signs.

  1. Commercial, Industrial, and Institutional Room Entrance Signs. All rooms in commercial, industrial, and institutional occupancies using recycled water for water closets and/or urinals shall be identified with signs. Each sign shall contain one-half (½) inch (12.7 mm) letters of a highly visible color on a contrasting background. The location of the sign(s) shall be such that the sign(s) shall be visible to all users. The signs shall contain the following text:

    TO CONSERVE WATER,
    THIS BUILDING USES RECYCLED
    WATER TO FLUSH TOILETS AND URINALS.

  2. Equipment Room Signs. Each room containing recycled water equipment shall have a sign posted with the following wording in one (1) inch (25.4 mm) letters on a purple background:

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    CAUTION
    RECYCLED WATER,
    DO NOT DRINK.
    DO NOT CONNECT TO DRINKING WATER
    SYSTEM.

    NOTICE,
    CONTACT BUILDING MANAGEMENT
    BEFORE
    PERFORMING ANY WORK ON
    THIS WATER SYSTEM.

    This sign shall be posted in a location that is visible to anyone working on or near recycled water equipment.
  3. Where tank-type toilets(water closets) are flushed with recycled water, a permanent sign (such as plastic or stainless steel) shall be installed inside the tank to warn that the water within the tank is not a suitable emergency water supply. The sign shall be labeled:

    RECYCLED WATER– DO NOT DRINK

  4. Valve Access Door Signs. Each recycled water valve within a wall shall have its access door into the wall equipped with a warning sign approximately six (6) inches by six (6) inches (152 mm × 152 mm) with wording in one-half (½) inch (12.7 mm) letters on a purple background. The size, shape, and format of the sign shall be substantially the same as that specified in subsection (B) above. The signs shall be attached inside the access door frame and shall hang in the center of the access door frame. This sign requirement shall be applicable to any and all access doors, hatches, etc., leading to recycled water piping and appurtenances.

  5. Valve Seals. The master recycled water shut-off valve and/or the recycled water meter curb cock and each valve within a wall shall be sealed after the recycled water system has been approved and placed into operation. These seals shall be either crimped lead wire or plastic break away seal which, if broken after system approval, shall be deemed conclusive evidence that the recycled water system has been accessed. The seals shall be purple,numbered, and containthe words “RECYCLED WATER”, and shall be supplied by the recycled water purveyor, or by other arrangements acceptable to the Authority Having Jurisdiction.

1620A.0 Inspection and Testing.

  1. Recycled water piping shall be inspected and tested as outlined in this code for testing of potable water piping.

  2. The recycled water system shall be inspected and tested in accordance to the following: (a) an initial cross-connection test before the initial operation of the recycled water system; (b) an annual visual system inspection; (c) a cross-connection test as required pursuant to Section 60316(a), Title 22, California Code of Regulations; (d) a cross-connection test when there is material reason to believe that the potable water and/or recycled water system separation has been compromised; and (e) a cross-connection test following remediation of a discovered cross-connection. A material reason to believe that the system has been compromised may be based on, but is not limited to, evidence gathered: (a) during a visual inspection performed pursuant to Section 1620A.0, or (b) as a result of an inspection performed following complaints of water quality or flow conditions consistent with a compromised system.

    An initial Cross-Connection Test and subsequent Annual Visual System Inspection shall be performed as follows:
    1. Annual Visual System Inspection. A visual system inspection shall be conducted annually by the Authority Having Jurisdiction or other authorities having jurisdiction.
      1. Meter Locations of the recycled water and potable water lines shall be checked to verify that no modifications were made, and that no cross-connections are visible.
      2. All pumps and equipment, equipment room signs, and exposed piping in the equipment room shall be checked.
      3. All valves shall be checked to ensure that valve lock seals are still in place and intact. All valve control door signs shall be checked to verify that no signs have been removed.
      4. If the visual inspection indicates that the recycled water plumbing has been modified, a Cross- Connection Test is required.
    2. Cross-connection Test. The applicant shall perform the Cross-Connection Test as required pursuant to the first paragraph in Section 1620A.0(B).

      The test shall be conducted
      in the presence of the Authority Having Jurisdiction or other authorities
      having jurisdiction to determine whether a cross-connection occurred.

      Alternate inspection and testing requirements may be allowed by the Authority Having Jurisdiction for residential, institutional, or industrial buildings where shutting off the water is not practical. The recycled water purveyor or other designated appointee may substitute for the Authority Having Jurisdiction in the above mentioned inspection and tests.
      1. The potable water system shall be activated and pressurized. The recycled water system shall be shut down and completely depressurized.
      2. The potable water system shall remain pressurized while the recycled water system is depressurized. The minimum period the recycled water system is to remain depressurized shall

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        be determined on a case-by-case basis, taking into account the size and complexity of the potable and recycled water distribution systems.
      3. All fixtures, potable and recycled, shall be tested and inspected for flow. Flow from any recycled water system outlet shall indicated a cross-connection. No flow from a potable water outlet would indicate that it may be connected to the recycled water system.
      4. The drain on the recycled water system shall be checked for flow during the test and at the end of the period.
      5. The potable water system shall then be completely depressurized.
      6. The recycled water system shall then be activated and pressurized. For the initial test, a temporary connection to a potable water supply will be required to test the recycled water system plumbing. At the conclusion of the test, the temporary connection to the potable water supply shall be disconnected.
      7. The recycled water system shall remain pressurized while the potable water system is depressurized. The minimum period the potable water system is to remain depressurized shall be determined on a case-by-case basis.
      8. All fixtures, potable recycled, shall be tested and inspected for flow. Flow from any potable water system outlet shall indicate a cross-connection. No flow from a recycled water outlet would indicate that it is connected to the potable water system.
      9. The drain on the potable water system shall be checked for flow during the test and at the end of the period.
      10. If there is no flow detected in any of the fixtures that would have indicated a cross-connection, the potable water system shall be repressurized.
    3. Cross-Connection Discovered. In the event that a cross-connection is discovered, the following procedure shall be activated immediately:
      1. Recycled water piping to the building shall be shut down at the meter, and the recycled water riser shall be drained.
      2. Potable water piping to the building shall be shut down at the meter.
      3. The cross-connection shall be uncovered and disconnected.
      4. The building shall be retested following procedures listed in Sections 1620A.0 (B)(1) and (B)(2) above.
      5. The potable water system shall be chlorinated with fifty (50) ppm chlorine for twenty-four (24) hours.
      6. The potable water system shall be flushed after twenty-four (24) hours, and a standard bacteriological test shall be performed. If test results are acceptable, the potable water system shall be permitted to be recharged.
        Alternate testing requirements may be allowed by the Authority Having Jurisdiction.

1621A.0 Sizing.

Recycled water piping shall be sized as outlined in this code for sizing potable water piping.

309

310

APPENDICES

The appendices are intended to supplement the provisions of the installation requirements of this code. The definitions in Chapter 2 are also applicable to the appendices.

CONTENTS

 Page
APPENDIX A
Recommended Rules for Sizing the Water Supply System
315
APPENDIX B
Explanatory Notes on Combination Waste and Vent Systems
333
APPENDIX D
Sizing Storm Water Drainage Systems
337
APPENDIX G
Graywater Systems
347
APPENDIX IInstallation Standards359
APPENDIX K
Private Sewage Disposal Systems
457
APPENDIX L
Alternate Plumbing Systems
469

311

312

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
APPENDIX A - RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX XX  XXXXXX     
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section

313

314

APPENDIX A
RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM

Because of the variable conditions encountered, it is impractical to lay down definite detailed rules of procedure for determining the sizes of water supply pipes in an appendix, which must necessarily be limited in length. For a more adequate understanding of the problems involved, refer to Water-Distributing Systems for Buildings, Report BMS 79 of the National Bureau of Standards; and Plumbing Manual, Report BMS 66, also published by the National Bureau of Standards.

The following is a suggested order of procedure for sizing the water supply system.

A 1.0 Preliminary Information.

A 1.1 Obtain the necessary information regarding the minimum daily service pressure in the area where the building is to be located.

A 1.2 If the building supply is to be metered, obtain information regarding friction loss relative to the rate of flow for meters in the range of sizes likely to be used. Friction-loss data can be obtained from most manufacturers of water meters. Friction losses for disk-type meters shall be permitted to be obtained from Chart A-1.

A 1.3 Obtain all available local information regarding the use of different kinds of pipe with respect both to durability and to decrease in capacity with length of service in the particular water supply.

A 2.0 Demand Load.

A 2.1 Estimate the supply demand for the building main, the principal branches and risers of the system by totaling the fixture units on each, Table A-2, and then by reading the corresponding ordinate from Chart A-2 or A-3, whichever is applicable.

A 2.2 Estimate continuous supply demands in gallons per minute (liters per second) for lawn sprinklers, air conditioners, etc., and add the sum to the total demand for fixtures. The result is the estimated supply demand of the building supply.

A 3.0 Permissible Friction Loss.

A 3.1 Decide what is the desirable minimum residual pressure that shall be maintained at the highest fixture in the supply system. If the highest group of fixtures contains flushometer valves, the residual pressure for the group shall not be less than fifteen (15) psi (103 kPa). For flush tank supplies, the available residual pressure shall not be less than eight (8) psi (55 kPa).

A3.2 Determine the elevation of the highest fixture or group of fixtures above the water (street) main. Multiply this difference in elevation by forty-three hundredths (0.43). The result is the loss in static pressure in psi (pounds per square inch) (kPa).

A3.3 Subtract the sum of loss in static pressure and the residual pressure to be maintained at the highest fixture from the average minimum daily service pressure. The result will be the pressure available for friction loss in the supply pipes, if no water meter is used. If a meter is to be installed, the friction loss in the meter for the estimated maximum demand should also be subtracted from the service pressure to determine the pressure loss available for friction loss in the supply pipes.

A 3.4 Determine the developed length of pipe from the water (street) main to the highest fixture. If close estimate are desired, compute with the aid of Table A-3, the equivalent length of pipe for all fittings in the line from the water (street) main to the highest fixture and add the sum to the developed length. The pressure available for friction loss in pounds per square inch (kPa), divided by the developed lengths of pipe from the water (street) main to the highest fixture, times one hundred (100), will be the average permissible friction loss per one-hundred (100) feet (30,480 mm) length of pipe.

A 4.0 Size of Building Supply.

A 4.1 Knowing the permissible friction loss per one-hundred (100) feet (30,480 mm) of pipe and the total demand, the diameter of the building supply pipe shall be permitted to be obtained from Charts A-4, A-5, A-6, or A-7, whichever is applicable. The diameter of pipe on or next above the coordinate point corresponding to the estimated total demand and the permissible friction loss will be the size needed up to the first branch from the building supply pipe.

A 4.2 If copper tubing or brass pipe is to be used for the supply piping and if the character of the water is such that only slight changes in the hydraulic characteristics may be expected, Chart A-4 shall be permitted to be used.

A 4.3 Chart A-5 should be used for ferrous pipe with only the most favorable water supply in regards to corrosion and caking. If the water is hard or corrosive, Chapter A-6 or A-7 will be applicable. For extremely hard water, it will be advisable to make additional allowances for the reduction of capacity of hot-water lines in service.

A 5.0 Size of Principal Branches and Risers.

A 5.1 The required size of branches and risers shall be permitted to be obtained in the same manner as the building supply, by obtaining the demand load on each branch or riser and using the permissible friction loss computed in Section A 3.0.

A 5.2 Fixture branches to the building supply, if they are sized for the same permissible friction loss per one-hundred (100) feet (30,480 mm) of pipe as the branches and risers to the highest level in the building, may lead to in adequate water supply to the upper floor of a building. This may be controlled by (1) selecting the sizes of pipe

315

for the different branches so that the total friction loss in each lower branch is approximately equal to the total loss in the riser, including both friction loss and loss in static pressure; (2) throttling each such branch by means of a valve until the preceding balance is obtained; (3) increasing the size of the building supply and risers above the minimum required to meet the maximum permissible friction loss.

A 5.3 The size of branches and mains serving flushometer tanks shall be consistent with sizing procedures for flush tank water closets.

A 6.0 General.

A 6.1 Velocities shall not exceed ten (10) feet/second (3.0m/sec.) or the maximum values given in the appropriate Installation Standard, except as otherwise approved by the Authority Having Jurisdiction.

A 6.2 If a pressure-reducing valve is used in the building supply, the developed length of supply piping and the permissible friction loss should be computed from the building side of the valve.

A 6.3 The allowances in Table A-3 for fittings are based on non-recessed threaded fittings. For recessed threaded fittings and streamlined soldered fittings, one-half (½) of the allowances given in the table will be ample.

A 7.0 Example.

A 7.1 Assume an office building of four (4) stories and basement; pressure on the building side of the pressure-reducing valve of fifty-five (55) psi (379 kPa) (after an allowance for reduced pressure falloff at peak demand); an elevation of highest fixture above the pressure-reducing valve of forty-five (45) feet (13,716 mm); a developed length of pipe from the pressure-reducing valve to the most distant fixture of two-hundred (200) feet (60,960 mm); and fixtures to be installed with flush valves for water closets and stall urinals as follows:

If the pipe material and water supply are such that Chart A-5 applies, the required diameter of the building supply is three and one-half (3½) inches (88.9 mm) and the required diameter of the branch to the hot-water heater is one and one-half (1½) inches (40 mm).

The sizes of the various branches and risers shall be permitted to be determined in the same manner as the size of the building supply or the branch to the hot-water system, by estimating the demand for the riser or branch from Chart A-2 or A-3 and applying the total demand estimate from the branch, riser, or section thereof to the appropriate flowchart.

316

A 7.0 EXAMPLE
FIXTURE UNITS AND ESTIMATED DEMANDS
BUILDING SUPPLY DEMANDBRANCH TO HOT WATER SYSTEM
KIND OF FIXTURESNO. OF FIXTURESFIXTURE UNIT DEMANDTOTAL UNITSBUILDING SUPPLY DEMAND IN GPM (L per sec)NO. OF FIXTURESFIXTURE UNIT DEMAND CALCULATIONDEMAND IN GALLONS PER MINUTE (L per sec)
Water Closets1308.01,040
Urinals304.0120
Shower heads122.0241212x2x¾=18
Lavatories1001.0100100100x1x¾=75
Service Sinks273.0812727x3x¾=61
Total  1,365252 gpm (15.8 L/s) 15455 gpm (3.4 L/s)

Allowing for 15 psi (103.4 kPa) at the highest fixture under the maximum demand of 252 gallons per minute (15.8 L/sec.), the pressure available for friction loss is found by the following:

55 – [15 + (45 x 0.43)] = 20.65 psi

Metric: 379 – [103.4 + (13.7 x 9.8)] = 142.3 kPa

The allowable friction loss per 100 feet (30.4 m) of pipe is therefore:

100 x 20.65 ÷ 200 = 10.32 psi

Metric: 30.4 x 142.3 ÷ 60.8 = 71.1 kPa

317

TABLE A-2
WATER SUPPLY FIXTURE UNITS (WSFU) AND MINIMUM FIXTURE BRANCH PIPE SIZES3
APPLIANCES, APPURTENANCE, OR FIXTURES2MINIMUM FIXTURE BRANCH PIPE SIZE1,4PRIVATEPUBLICASSEMBLY6
Notes:
1. Size of the cold branch pipe, or both the hot and cold branch pipes.
2. Appliances, Appurtenances, or Fixtures not included in this Table may be sized by reference to fixtures having a similar flow rate and frequency of use.
3. The listed fixture unit values represent their total load on the cold water service. The separate cold water and hot water fixture unit value for fixtures having both cold and hot water connections may each be taken as three-quarters (¾) of the listed total value of the fixture.
4. The listed minimum supply branch pipe sizes for individual fixtures are the nominal (I.D.) pipe size.
5. For fixtures or supply connections likely to impose continuous flow demands, determine the required flow in gallons per minute (GPM) and add it separately to the demand (in GPM) for the distribution system or portions thereof.
6. Assembly [Public Use (See Table 4-1)].
7. Reduced fixture unit loading for additional hose bibbs is to be used only when sizing total building demand and for pipe sizing when more than one (1) hose bibb is supplied by a segment of water-distributing pipe. The fixture branch to each hose bibb shall be sized on the basis of two and one-half (2.5) fixture units.
Bathtub or Combination Bath/Shower (fill)½4.04.0
¾” Bathtub Fill Valve¾10.010.0
Bidet½1.0
Clothes Washer½4.04.0
Dental Unit, cuspidor½1.0
Dishwasher, domestic½1.51.5
Drinking Fountain or Water Cooler½0.50.50.75
Hose Bibb½2.52.5
Hose Bibb, each additional7½1.01.0
Lavatory½1.01.01.0
Lawn Sprinkler, each head5 1.01.0
Mobile Home, each (minimum) 12.0
Sinks 
Bar½1.02.0
Clinic Faucet½3.0
Clinic Flushometer Value with or without faucet18.0
Kitchen, domestic½1.51.5
Laundry½1.51.5
Service or Mop Basin½1.53.0
Washup, each set of faucets½2.0
Shower per head½2.02.0
Urinal, 1.0 GPF Flushometer Valve¾3.04.05.0
Urinal, greater than 1.0 GPF Flushometer Valve.¾4.05.06.0
Urinal, flush tank½2.02.03.0
Wash Fountain, circular spray¾4.0
Water Closet, 1.6 GPF Gravity Tank½2.52.53.5
Water Closet, 1.6 GPF Flushometer Tank½2.52.53.5
Water Closet, 1.6 GPF Flushometer Valve15.05.08.0
Water Closet, greater than 1.6 GPF Gravity Tank½3.05.57.0
Water Closet, greater than 1.6 GPF Flushometer Valve17.08.010.0

318

TABLE A-3
ALLOWANCE IN EQUIVALENT LENGTH OF PIPE FOR FRICTION LOSS IN VALUES AND THREADED FITTINGS*
EQUIVALENT LENGTH OF PIPE FOR VARIOUS FITTINGS
DIAMETER OF FITTING (inches)90° STANDARD ELBOW(feet)45° STANDARD ELBOW (feet)90° STANDARD TEE(feet)COUPLING OR STRAIGHT RUN OF TEE (feet)GATE VALVE (feet)GLOBE VALVE (feet)ANGLE VALVE (feet)
*Allowances are based on nonrecessed threaded fittings. Use one-half (½) the allowances for recessed threaded fittings or streamlined solder fittings.
3/81.00.61.50.30.284
½2.01.23.00.60.4158
¾2.51.54.00.80.52012
13.01.85.00.90.62515
4.02.46.01.20.83518
5.03.07.01.51.04522
27.04.010.02.01.35528
8.05.012.02.51.66534
310.06.015.03.02.08040
414.08.021.04.02.712555
517.010.025.05.03.314070
620.012.030.06.04.016580
TABLE A-3 (METRIC)
EQUIVALENT LENGTH OF PIPE FOR VARIOUS FITTINGS
DIAMETER OF FITTING (mm)90° STANDARD ELBOW (mm)45° STANDARD ELBOW (mm)90° STANDARD TEE (mm)COUPLING OR STRAIGHT RUN OF TEE (mm)GATE VALVE (mm)GLOBE VALVE (mm)ANGLE VALUE (mm)
1030518345791612,4381,219
156103669141831224,5722,438
207624571,2192441526,0963,658
259145491,5242741837,6204,572
321,2197321,82936624410,6685,486
401,5249142,13445730513,7166,706
502,1341,2193,04861039616,7648,534
652,4381,5243,65876248819,81210,363
803,0481,8294,57291461024,38412,192
1004,2672,4386,4011,21982338,10016,764
1255,1823,0487,6201,5241,00642,67221,336
1506,0963,6589,1441,8291,21950,29224,384

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CHART A-1 FRICTION LOSSES FOR DISK-TYPE WATER METERS

CHART A-1 FRICTION LOSSES FOR DISK-TYPE WATER METERS

CHART A-1 (METRIC) FRICTION LOSSES FOR DISK-TYPE WATER METERS

CHART A-1 (METRIC) FRICTION LOSSES FOR DISK-TYPE WATER METERS

320

CHART A-2 ESTIMATE CURVES FOR DEMAND LOAD

CHART A-2 ESTIMATE CURVES FOR DEMAND LOAD

CHART A-2 (Metric) ESTIMATE CURVES FOR DEMAND LOAD

CHART A-2 (Metric) ESTIMATE CURVES FOR DEMAND LOAD

321

CHART A-3 ENLARGED SCALE DEMAND LOAD

CHART A-3 ENLARGED SCALE DEMAND LOAD

CHART A-3 (METRIC) ENLARGED SCALE DEMAND LOAD

CHART A-3 (METRIC) ENLARGED SCALE DEMAND LOAD

322

CHART A-4

CHART A-4

323

CHART A-4 (METRIC)

CHART A-4 (METRIC)

324

CHART A-5

CHART A-5

325

CHART A-5 (METRIC)

CHART A-5 (METRIC)

326

CHART A-6

CHART A-6

327

CHART A-6 (METRIC)

CHART A-6 (METRIC)

328

CHART A-7

CHART A-7

329

CHART A-7 (METRIC)

CHART A-7 (METRIC)

330

CALIFORNIA PLUMBING CODE–MATRIX ADOPTION TABLE
APPENDIX B-EXPLANATORY NOTES ON COMBINATION WASTE AND VENT SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
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Adopt Entire ChapterX     XXXXXX     
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section                 

331

332

APPENDIX B
EXPLANATORY NOTES ON COMBINATION WASTE AND VENT SYSTEMS

(See Section 910.0 of the California Plumbing Code for specific limitations)

B 1.0 Combination waste and vent systems, as outlined in Section 910.0 of this code, cover the horizontal wet venting of a series of traps by means of a common waste and vent pipe. Pipe sizes at least two (2) pipe sizes larger than those required for a conventional system are designed to maintain a wetted perimeter or flow line low enough in the waste pipe to allow adequate air movement in the upper portion, thus balancing the system. Sinks, lavatories, and other fixtures that rough in above the floor, should not be permitted on a combination waste and vent system, which, at best, is merely an expedient designed to be used in locations where it would be structurally impractical to provide venting in the conventional manner.

Combination waste and vent systems are intended primarily for extensive floor or shower drain installations where separate venting is not practical, for floor sinks in markets, demonstration or work tables in school buildings, or for similar applications where the fixtures are not adjacent to walls or partitions. Due to its oversize characteristics, such a waste system is not self-scouring and, consequently, care should be the location of cleanouts. In view of its grease-producing potential, restaurant kitchen equipment should not be connected to a combination waste and vent system.

B 2.0 Caution must be exercised to exclude appurtenances delivering large quantities or surges of water (such as pumps, sand interceptors, etc.) from combination waste and vent systems in order that adequate venting will be maintained. Small fixtures with a waste-producing potential of less than seven and one-half (7½) gallons per minute (28.4 L/min.) shall be permitted to be safely assigned a loading value of one (1) unit. Long runs should be laid at the minimum permissible slope in order to keep tailpieces as short as possible. Tailpieces should not exceed two (2) feet (610 mm) in length, which may necessitate slopes up to forty-five (45) degrees (0.79 rad) (see definition of horizontal pipe) on some branches.

B 3.0 It is essential that the pneumatics of such a system be properly engineered, as the air pressure within the line must at all times balance that of outside atmosphere in order to prevent either trap seal loss or air locking between traps. Long mains shall be provided with additional relief vents located at intervals not exceeding one-hundred (100) feet (30,480 mm). Each such relief vent should equal at least one-half(½) of the inside cross-sectional area of the drain pipe served.

B 4.0 Trap sizes are required to be equivalent to the branches they serve (two (2) pipe sizes larger than normal), and tailpieces between fixtures or floor drains and such traps should be reduced to normal size.

B 5.0 Duplicate layout drawings of each such proposed piping system must be presented to the Authority Having Jurisdiction and approval obtained before any installation is made. Complicated layouts should be checked by qualified personnel.

B 5.1 Example of Sizing.

A floor drain normally requires a two (2) inch (50 mm) trap and waste. On a combination waste and vent system, both trap and waste must be increased two (2) pipe sizes (through ½"and 3") (65 mm and 80 mm), which would make the trap three (3) inches (80 mm). Pipe sizes recognized for this purpose are 2 in., 2½ in., 3 in., 3½ in., 4 in., 4½ in., 5 in., 6 in., etc. (50 mm, 65 mm, 80 mm, 90 mm, 100 mm, 115 mm, 125 mm, 150 mm, etc). The tail piece between the floor drain and its trap should be two (2) inches (50 mm) (or normal size) to ensure that the amount of wastewater entering the trap only partially fills the waste branch. A three (3) inch (80 mm) floor drain would thus require a four (4) inch (100 mm) trap, a four (4) inch (100 mm) floor drain, and five (5) inch (125 mm) trap, etc., for the reasons previously stated.

WHEN IN DOUBT, CHECK WITH YOUR LOCAL Authority Having Jurisdiction.

333

334

CALIFORNIA PLUMBING CODE–MATRIX ADOPTION TABLE
APPENDIX D-SIZING STORM WATER DRAINAGE SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX XX  XXXXXX     
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section

335

336

APPENDIX D
SIZING STORM WATER DRAINAGE SYSTEMS

D 1.0 Roof Drainage.

The rainfall rates in Table D-1 should be used for design unless higher values are established locally.

D 2.0 Sizing by Flow Rate.

Storm drainage systems can be sized by storm water flow rates, using the appropriate GPM/square foot of rainfall listed in Table D-1 for the local area. Multiplying the listed GPM/square foot by the roof area being drained by each inlet (in square feet) produces the gallons per minute (GPM) of required flow for sizing each drain inlet. The flow rates (GPM) can then be added to determine the flows in each section of the drainage system. Required pipe sizes for various flow rates (GPM) are listed in Table 11-1 and Table 11-2.

D 3.0 Sizing by Roof Area.

Storm drainage systems can be sized using the roof area served by each section of the drainage system. Maximum allowable roof areas with various rainfall rates are listed in Table 11-1 and Table 11-2, along with the required pipe sizes. Using this method, it may be necessary to interpolate between two listed rainfall rate columns (inches per hour). To determine the allowable roof area for a listed pipe size at a listed slope, divide the allowable square feet of roof for a one (1) in./hr. (25.4 mm/h) rainfall rate by the listed rainfall rate for the local area. For example, the allowable roof area for a six (6) inch (150 mm) drain at one-eighth (1⁄8) inch (3.2 mm) slope with a rainfall rate of 3.2 inches (81 mm/h) is 21,400/3.2 = 6,688 square feet (621.3 m2).

D 4.0 Capacity of Rectangular Scuppers.

Table D-2 lists the discharge capacity of rectangular roof scuppers of various widths with various heads of water. The maximum allowable level of water on the roof should be obtained from the structural engineer, based on the design of the roof.

TABLE D-1
MAXIMUM RATES OF RAINFALL FOR VARIOUS CITIES
The rainfall rates in this table are based on U.S. Weather Bureau Technical Paper No. 40, Chart 14: 100-Year 60-Minute Rainfall (inches).
STATES AND CITIESSTORM DRAINAGE 60-MINUTE DURATION, 100-YEAR RETURN
(inches per hour)(gpm per square foot)
ALABAMA  
Birmingham3.70.038
Huntsville3.30.034
Mobile4.50.047
Montgomery3.80.039
ALASKA  
Aleutian Islands1.00.010
Anchorage0.60.006
Bethel0.80.008
Fairbanks1.00.010
Juneau0.60.006
ARIZONA  
Flagstaff2.30.024
Phoenix2.20.023
Tucson3.00.031
ARKANSAS  
Eudora3.80.039
Ft. Smith3.90.041
Jonesboro3.50.036
Little Rock3.70.038
CALIFORNIA  
Eureka1.50.016
Lake Tahoe1.30.014
Los Angeles2.00.021337
Lucerne Valley2.50.026
Needles1.50.016
Palmdale3.00.031
Redding1.50.016
San Diego1.50.016
San Francisco1.50.016
San Luis Obispo1.50.016
COLORADO  
Craig1.50.016
Denver2.20.023
Durango1.80.019
Stratton3.00.031
CONNECTICUT  
Hartford2.80.029
New Haven3.00.031
DELAWARE  
Dover3.50.036
Rehobeth Beach3.60.037
DISTRICT OF COLUMBIA  
Washington4.00.042
FLORIDA  
Daytona Beach4.00.042
Ft. Myers4.00.042
Jacksonville4.30.045
Melbourne4.00.042
Miami4.50.047
Palm Beach5.00.052
Tampa4.20.044
Tallahassee4.10.043
GEORGIA  
Atlanta3.50.036
Brunswick4.00.042
Macon3.70.038
Savannah4.00.042
Thomasville4.00.042
HAWAII
Rainfall rates in the Hawaiian Islands vary from 1-½ inches/hour to 8 inches/hour, depending on location and elevation. Consult local data.
IDAHO  
Boise1.00.010
Idaho Falls1.20.012
Lewiston1.00.010
Twin Falls1.10.011
ILLINOIS  
Chicago2.70.028
Harrisburg3.10.032
Peoria2.90.030
Springfield3.00.031
INDIANA  
Evansville3.00.031
Indianapolis2.80.029
Richmond2.70.028
South Bend2.70.028338
IOWA  
Council Bluffs3.70.038
Davenport3.00.031
Des Moines3.40.035
Sioux City3.60.037
KANSAS  
Goodland3.50.036
Salina3.80.039
Topeka3.80.039
Wichita3.90.041
KENTUCKY  
Bowling Green2.90.030
Lexington2.90.030
Louisville2.80.029
Paducah3.00.031
LOUISIANA  
Monroe3.80.039
New Orleans4.50.047
Shreveport4.00.042
MAINE  
Bangor2.20.023
Kittery2.40.025
Millinocket2.00.021
MARYLAND  
Baltimore3.60.037
Frostburg2.90.030
Ocean City3.70.038
MASSACHUSETTS  
Adams2.60.027
Boston2.70.028
Springfield2.70.028
MICHIGAN  
Detroit2.52.6
Grand Rapids0.0260.027
Kalamazoo2.70.028
Sheboygan2.12.2
Traverse City0.0220.023
MINNESOTA  
Duluth2.60.027
Grand Forks2.50.026
Minneapolis3.00.031
Worthington3.40.035
MISSISSIPPI  
Biloxi4.50.047
Columbus3.50.036
Jackson3.80.039
MISSOURI  
Independence3.70.038
Jefferson City3.40.035
St. Louis3.20.033
Springfield3.70.038339
MONTANA  
Billings1.80.019
Glendive2.50.026
Great Falls1.80.019
Missoula1.30.014
NEBRASKA  
Omaha3.60.037
North Platte3.50.036
Scotts Bluff2.80.029
NEVADA  
Las Vegas1.50.016
Reno1.20.012
Winnemucca1.00.010
NEW HAMPSHIRE  
Berlin2.20.023
Manchester2.50.026
NEW JERSEY  
Atlantic City3.40.035
Paterson3.00.031
Trenton3.20.033
NEW MEICO  
Albuquerque2.00.027
Carlsbad2.60.021
Gallup2.10.022
NEW YORK  
Binghamton2.40.025
Buffalo2.30.024
New York City3.10.032
Schenectady2.50.026
Syracuse2.40.025
NORTH CAROLINA  
Asheville3.20.033
Charlotte3.40.035
Raleigh4.00.042
Wilmington4.40.046
NORTH DAKOTA  
Bismarck2.70.028
Fargo2.90.030
Minot2.60.027
OHIO  
Cincinnati2.80.029
Cleveland2.40.025
Columbus2.70.028
Toledo2.60.027
Youngstown2.40.025
OKLAHOMA  
Boise City3.40.035
Muskogee4.00.042
Oklahoma City4.10.043
OREGON  
Medford1.30.014340
Ontario1.00.010
Portland1.30.014
PENNSYLVANIA  
Erie2.40.025
Harrisburg2.90.030
Philadelphia3.20.033
Pittsburgh2.50.026
Scranton2.80.029
RHODE ISLAND  
Newport3.00.031
Providence2.90.030
SOUTH CAROLINA  
Charleston4.10.043
Columbia3.50.036
Greenville3.30.034
SOUTH DAKOTA  
Lemmon2.70.028
Rapid City2.70.028
Sioux Falls3.40.035
TENNESSEE  
Knoxville3.10.032
Memphis3.50.036
Nashville3.00.031
TEXAS  
Corpus Christi4.60.048
Dallas4.20.044
El paso2.00.021
Houston4.60.048
Lubbock3.30.034
San Antonio4.40.046
UTAH  
Bluff2.00.021
Cedar City1.50.016
Salt Lake City1.30.014
VERMONT  
Bennington2.50.026
Burlington2.30.024
Rutland2.40.025
VIRGINIA  
Charlottesville3.40.035
Norfolk4.00.042
Richmond4.00.042
Roanoke3.30.034
WASHINGTON  
Seattle1.00.010
Spokane1.00.010
Walla Walla1.00.010
WEST VIRGINIA  
Charleston2.90.0.30
Martinburg3.00.031
Morgantown2.70.028341
WISCONSIN  
Green Bay2.50.026
Lacrosse2.90.030
Milwaukee2.70.028
Wausau2.50.026
WYOMING  
Casper1.90.020
Cheynne2.50.026
Evanston1.30.014
Rock Springs1.40.015

342

TABLE D-2
DISCHARGE FROM RECTANGULAR SCUPPERS – GALLONS PER MINUTE
WATER HEAD,
(inches)
WIDTH OF SCUPPER (in inches)
61218243036
½61319253238
11735537189107
316497130163196
2 98149200251302
 136207278349420
3 177271364458551
  339457575693
4  412556700844
TABLE D-2 (METRIC)
DISCHARGE FROM RECTANGULAR SCUPPERS – LITERS PER SECOND
WATER HEAD,(mm)WIDTH OF SCUPPER (in millimeters)
152305457610762914
Notes:
1. Table D-2 is based on discharge over a rectangular weir with end contractions.
2. Head is the depth of water above bottom of the scupper opening.
3. The height of the scupper opening should be at least two (2) times the design head.
4. Coordinate the allowable head of water with the structural design of the roof.
130.40.81.21.62.02.4
251.12.23.34.55.66.8
382.04.06.18.210.312.4
51 6.29.412.615.819.1
64 8.613.117.522.026.5
76 11.217.123.028.934.8
89  21.428.836.343.7
102  26.035.144.253.3

343

344

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
APPENDIX G - GRAYWATER SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter               X 
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section                 

345

346

APPENDIX G [DWR]
GRAYWATER SYSTEMS

Note: See Chapter 16A, Part 1 for occupancies under the authority of the Department of Housing and Community Development as specified in Section 1.8.2.1.1.

G 1.0 Graywater Systems (General).

  1. The provisions of this Appendix shall apply to the construction, installation, alteration and repair of graywater systems for subsurface landscape irrigation. The graywater system shall not be connected to any potable water system without an air gap (a space or other physical device which prevents backflow) and shall not result in any surfacing of the graywater. Except as otherwise provided for in this Appendix, the provisions of the California Plumbing Code (C.P.C.) shall be applicable to graywater installations.
  2. The type of system shall be determined on the basis of location, soil type and ground water level and shall be designed to accept all graywater connected to the system from the building. The system shall discharge into subsurface irrigation fields and may include surge tank(s) and appurtenances, as required by the Administrative Authority.
  3. No graywater system, or part thereof, shall be located on any lot other than the lot which is the site of the building or structure which discharges the graywater; nor shall any graywater system or part thereof be located at any point having less than the minimum distances indicated in Table G-1.
  4. No permit for any graywater system shall be issued until a plot plan with appropriate data satisfactory to the Administrative Authority has been submitted and approved. When there is insufficient lot area or inappropriate soil conditions for adequate absorption of the graywater, as determined by the Administrative Authority, no graywater system shall be permitted. The Administrative Authority is a city or county.
  5. No permit shall be issued for a graywater system which would adversely impact a geologically sensitive area, as determined by the Administrative Authority.
  6. Private sewage disposal systems existing or to be constructed on the premises shall comply with Appendix K of this Code or applicable local ordinance. When abandoning underground tanks, Section 722.0 of the C.P.C. shall apply. Also, appropriate clearances from graywater systems shall be maintained as provided in Table G-1. The capacity of the private sewage disposal system, including required future areas, shall not be decreased by the existence or proposed installation of a graywater system servicing the premises.
  7. Installers of graywater systems shall provide an operation and maintenance manual, acceptable to the Administrative Authority, to the owner of each system. Graywater systems require regular or periodic maintenance.
  8. The Administrative Authority shall provide the applicant a copy of this Appendix.

G 2.0 Definitions.

Graywater is untreated waste water which has not come into contact with toilet waste. Graywater includes used water from bathtubs, showers, bathroom wash basins, clothes washing machines and laundry tubs or an equivalent discharge as approved by the Administrative Authority. It does not include waste water from kitchen sinks, photo lab sinks, dishwashers or laundry water from soiled diapers.

Surfacing of graywater means the ponding, running off or other release of graywater from the land surface.

G 3.0 Permit.

It shall be unlawful for any person to construct, install or alter, or cause to be constructed, installed or altered, any graywater system in a building or on a premises without first obtaining a permit to do such work from the Administrative Authority.

G 4.0 Drawings and Specifications.

The Administrative Authority may require any or all of the following information to be included with or in the plot plan before a permit is issued for a graywater system:

  1. Plot plan drawn to scale completely dimensioned, showing lot lines and structures, direction and approximate slope of surface, location of all present or proposed retaining walls, drainage channels, water supply lines, wells, paved areas and structures on the plot, number of bedrooms and plumbing fixtures in each structure, location of private sewage disposal system and 100 percent expansion area or building sewer connecting to public sewer, and location of the proposed graywater system.
  2. Details of construction necessary to ensure compliance with the requirements of this Appendix together with a full description of the complete installation, including installation methods, construction and materials as required by the Administrative Authority.
  3. A log of soil formations and ground water level as determined by test holes dug in close proximity to any proposed irrigation area, together with a statement of water absorption characteristics of the soil at the proposed site as determined by approved percolation tests. In lieu of percolation tests, the Administrative Authority may allow the use of Table G-2, an infiltration rate designated by the Administrative Authority, or an infiltration rate determined by a test approved by the Administrative Authority.

    347

  4. A characterization of the graywater for commercial, industrial or institutional systems, based on existing records or testing.

G 5.0 Inspection and Testing.

  1. Inspection.
    1. All applicable provisions of this Appendix and of Section 103.5 of the C.P.C. shall be complied with.
    2. System components shall be properly identified as to manufacturer.
    3. Surge tanks shall be installed on dry, level, well-compacted soil if in a drywell, or on a level, 3-inch (76 mm) concrete slab or equivalent, if above ground.
    4. Surge tanks shall be anchored against overturning.
    5. If the irrigation design is predicated on soil tests, the irrigation field shall be installed at the same location and depth as the tested area.
    6. Installation shall conform with the equipment and installation methods identified in the approved plans.
    7. Graywater stub-out plumbing may be allowed for future connection prior to the installation of irrigation lines and landscaping. Stub-out shall be permanently marked GRAYWATER STUB-OUT, DANGER—UN-SAFE WATER.
  2. Testing.
    1. Surge tanks shall be filled with water to the overflow line prior to and during inspection. All seams and joints shall be left exposed and the tank shall remain watertight.
    2. A flow test shall be performed through the system to the point of graywater irrigation. All lines and components shall be watertight.

G 6.0 Procedure for Estimating Graywater Discharge.

  1. Single Family Dwellings and Multifamily Dwellings.
    The Administrative Authority may utilize the graywater discharge procedure listed below, water use records, or calculations of local daily per person interior water use:
    1. The number of occupants of each dwelling unit shall be calculated as follows:
      First bedroom2 occupants
      Each additional bedroom1 occupant
    2. The estimated graywater flows for each occupant shall be calculated as follows:
      Showers, bathtubs, and wash basins25 GPD/occupant
      Laundry15 GPD/occupant
    3. The total number of occupants shall be multiplied by the applicable estimated graywater discharge as provided above and the type of fixtures connected to the graywater system.
  2. Commercial, Industrial, and Institutional Projects.

    The Administrative Authority may utilize the graywater discharge procedure listed below, water use records or other documentation to estimate graywater discharge:

    1. The square footage of the building divided by the occupant load factor from U.B.C. Table 10-A equals the number of occupants.
    2. The number of occupants times the flow rate per person (minus toilet water and other disallowed sources) from C.P.C. Table I-2 equals the estimated graywater discharge per day.

The graywater system shall be designed to distribute the total amount of estimated graywater discharged daily.

G 7.0 Required Area of Subsurface Irrigation.

Each irrigation zone shall have a minimum effective irrigation area for the type of soil and infiltration rate to distribute all graywater produced daily, pursuant to Section G 6.0, without surfacing. The required irrigation area shall be based on the estimated graywater discharge, pursuant to Section G 6.0 of this Appendix, size of surge tank, or a method determined by the Administrative Authority.

If the mini-leachfield irrigation system is used, the required square footage shall be determined from Table G-2, or equivalent, for the type of soil found in the excavation. The area of the irrigation field shall be equal to the aggregate length of the perforated pipe sections within the irrigation zone times the width of the proposed mini-leachfield trench.

No irrigation point shall be within 5 vertical feet (1524 mm) of highest known seasonal groundwater nor where graywater may contaminate the ground water or ocean water. The applicant shall supply evidence of ground water depth to the satisfaction of the Administrative Authority.

G 8.0 Determination of Irrigation Capacity.

  1. In order to determine the absorption quantities of questionable soils other than those listed in Table G-2, the proposed site may be subjected to percolation tests acceptable to the Administrative Authority or determined by the Administrative Authority.
  2. When a percolation test is required, no mini-leachfield system or subsurface drip irrigation system shall be permitted if the test shows the absorption capacity of the soil is less than 60 minutes/inch or more rapid than five minutes/inch, unless otherwise permitted by the Administrative Authority.
  3. The irrigation field size may be computed from Table G-2, or determined by the Administrative Authority or a designee of the Administrative Authority.

G 9.0 Surge Tank Construction (Figure 1).

  1. Plans for surge tanks shall be submitted to the Administrative Authority for approval. The plans shall show the data required by the Administrative Authority and may include dimensions, structural calculations, and bracing details.
  2. Surge tanks shall be constructed of solid, durable materials, not subject to excessive corrosion or decay, and shall be watertight.

    348

  3. Surge tanks shall be vented as required by Chapter 5 of this Code and shall have a locking, gasketed access opening, or approved equivalent, to allow for inspection and cleaning.
  4. Surge tanks shall have the rated capacity permanently marked on the unit. In addition, GRAYWATER IRRIGATION SYSTEM, DANGER—UNSAFE WATER shall be permanently marked on the surge tank.
  5. Surge tanks installed above ground shall have an overflow, separate from the line connecting the tank with the irrigation fields. The overflow shall have a permanent connection to a sewer or to a septic tank, and shall be protected against sewer line backflow by a backwater valve. The overflow shall not be equipped with a shut-off valve.
  6. The overflow and drain pipes shall not be less in diameter than the inlet pipe. The vent size shall be based on the total graywater fixture units, as outlined in C.P.C. Table 7-5 or local equivalent. Unions or equally effective fittings shall be provided for all piping connected to the surge tank.
  7. Surge tanks shall be structurally designed to withstand anticipated loads. Surge tank covers shall be capable of supporting an earth load of not less than 300 pounds per square foot (14.4 kN/m2) when the tank is designed for underground installation.
  8. Surge tanks may be installed below ground in a dry well on compacted soil, or buried if the tank design is approved by the Administrative Authority. The system shall be designed so that the tank overflow will gravity drain to a sanitary sewer line or septic tank. The tank must be protected against sewer line backflow by a backwater valve.
  9. Materials.
    1. Surge tanks shall meet nationally recognized standards for nonpotable water and shall be approved by the Administrative Authority.
    2. Steel surge tanks shall be protected from corrosion, both externally and internally, by an approved coating or by other acceptable means.

G 10.0 Valves and Piping (Figure 1).

Graywater piping discharging into a surge tank or having a direct connection to a sanitary drain or sewer piping shall be downstream of an approved waterseal-type trap(s). If no such trap(s) exists, an approved vented running trap shall be installed upstream of the connection to protect the building from any possible waste or sewer gases. Vents and venting shall meet the requirements in Chapter 9 of the C.P.C.

All graywater piping shall be marked or shall have a continuous tape marked with the words DANGER—UNSAFE WATER. All valves, including the three-way valve, shall be readily accessible and shall be approved by the Administrative Authority. A backwater valve, installed pursuant to this Appendix, shall be provided on all surge tank drain connections to the sanitary drain or sewer piping.

G 11.0 Irrigation Field Construction.

The Administrative Authority may permit subsurface drip irrigation, mini-leachfield or other equivalent irrigation methods which discharge graywater in a manner which ensures that the graywater does not surface. Design standards for subsurface drip irrigation systems and mini-leachfield irrigation systems follow:

  1. Standards for a subsurface drip irrigation system are:
    1. Minimum 140 mesh (115 micron) filter with a capacity of 25 gallons (94.6 L) per minute, or equivalent, filtration, sized approximately to maintain the filtration rate, shall be used. The filter backwash and flush discharge shall be caught, contained and disposed of to the sewer system, septic tank or, with approval of the Administrative Authority, a separate mini-leachfield sized to accept all the backwash and flush discharge water. Filter backwash water and flush water shall not be used for any purpose. Sanitary procedures shall be followed when handling filter backwash and flush discharge or graywater.
    2. Emitters shall have a minimum flow path of 1,200 microns and shall have a coefficient of manufacturing variation (Cv) of no more than 7 percent. Irrigation system design shall be such that emitter flow variation shall not exceed 10 percent. Emitters shall be recommended by the manufacturer for subsurface use and graywater use, and shall have demonstrated resistance root intrusion. For emitter ratings, refer to Irrigation Equipment Performance Report, Drip Emitters and Micro-Sprinklers, Center for Irrigation Technology, California State University, 5730 N. Chestnut Avenue, Fresno, California 93740-0018.
    3. Each irrigation zone shall be designed to include no less than the number of emitters specified in Table G-3, or through a procedure designated by the Administrative Authority. Minimum spacing between emitters is 14 inches (356 mm) in any direction.
    4. The system design shall provide user controls, such as valves, switches, timers and other controllers, as appropriate, to rotate the distribution of graywater between irrigation zones.
    5. All drip irrigation supply lines shall be polyethylene tubing or PVC Class 200 pipe or better and Schedule 40 fittings. All joints shall be properly solvent-cemented, inspected and pressure tested at 40 psi (276 kPa), and shown to be drip tight for five minutes, before burial. All supply lines will be buried at least 8 inches (203 mm) deep. Drip feeder lines can be poly or flexible PVC tubing and shall be covered to a minimum depth of 9 inches (229 mm).
    6. Where pressure at the discharge side of the pump exceeds 20 psi (138 kPa), a pressure-reducing valve able to maintain downstream pressure no greater than 20 psi (138 kPa) shall be installed downstream from the pump and before any emission device.

      349

    7. Each irrigation zone shall include a flush valve/antisiphon valve to prevent back siphonage of water and soil.
  2. Standards for the mini-leachfield system are:
    1. Perforated sections shall be a minimum 3-inch (76 mm) diameter and shall be constructed of perforated high-density polyethylene pipe, perforated ABS pipe, perforated PVC pipe, or other approved materials, provided that sufficient openings are available for distribution of the graywater into the trench area. Material, construction and perforation of the piping shall be in compliance with the appropriate absorption field drainage piping standards and shall be approved by the Administrative Authority.
    2. Clean stone, gravel or similar filter material acceptable to the Administrative Authority, and varying in size between ¾ inch (19 mm) to 21/2 inches (64 mm) shall be placed in the trench to the depth and grade required by this section. Perforated sections shall be laid on the filter material in an approved manner. The perforated sections shall then be covered with filter material to the minimum depth required by this section. The filter material shall then be covered with landscape filter fabric or similar porous material to prevent closure of voids with earth backfill. No earth backfill shall be placed over the filter material cover until after inspections and acceptance.
    3. Irrigation fields shall be constructed as follows:
       MINIMUMMAXIMUM
      Number of drain lines per valved zone1
      Length of each perforated line100 ft. (30840 mm)
      Bottom width of trench6 in. (152 mm)18 in. (457 mm)
      Total depth of trench17 in. (432 mm)18 in. (457 mm)
      Spacing of lines, center-to-center4 ft. (1219 mm)
      Depth of earth cover of lines9 in. (229 mm)
      Depth of filter material cover of lines2 in. (51 mm)
      Depth of filter material beneath lines3 in. (76 mm)
      Grade of perforated lineslevel3 in./100 ft. (76 mm/30 480 mm)

G 12.0 Special Provisions.

  1. Other collection and distribution systems may be approved by the Administrative Authority as allowed by Section 310.0 of the C.P.C.
  2. Nothing contained in this Appendix shall be construed to prevent the Administrative Authority from requiring compliance with stricter requirements than those contained herein, where such stricter requirements are essential in maintaining safe and sanitary conditions or from prohibiting graywater systems. The prohibition of graywater systems or more restrictive standards may be adopted by the Administrative Authority by ordinance after a public hearing.

G 13.0 Health and Safety.

  1. Graywater may contain fecal matter as a result of bathing and/or washing of diapers and undergarments. Water containing fecal matter, if swallowed, can cause illness in a susceptible person.
  2. Graywater shall not include laundry water from soiled diapers.
  3. Graywater shall not be applied above the land surface or allowed to surface and shall not be discharged directly into or reach any storm sewer system or any water of the United States.
  4. Graywater shall be not be contacted by humans, except as required to maintain the graywater treatment and distribution system.
  5. Graywater shall not be used for vegetable gardens.

350

TABLE G-1
LOCATION OF GRAYWATER SYSTEM
MINIMUM HORIZONTAL
DISTANCE FROM
SURGE TANK (feet)IRRIGATION FIELD (feet)
x 304.8 for mmx 304.8 for mm
Notes: When mini-leach fields are installed in sloping ground, the minimum horizontal distance between any part of the distribution system and ground surface shall be 15 feet (4572 mm).
1 Including porches and steps, whether covered or uncovered, but does not include carports, covered walks, driveways and similar structures.
2 The distance may be reduced to 0 feet for aboveground tanks if approved by the Administrative Authority.
3 The distance may be reduced to 2 feet (610 mm).
4 For subsurface drip irrigation systems, 2 feet (610 mm) from property line.
5 Where special hazards are involved, the distance may be increased by the Administrative Authority.
6 Applies to the mini-leachfield-type system only. Plus 2 feet (610 mm) for each additional foot of depth in excess of 1 foot (305 mm) below the bottom of the drain line.
7 Applies to mini-leachfield-type system only.
8 A 2-foot (610 mm) separation is required for subsurface drip systems.
9 For parallel construction or for crossings, approval by the Administrative Authority shall be required.
Buildings or structures15283
Property line adjoining private property55
Water supply wells450100
Streams and lakes45050
Seepage pits or cesspools55
Disposal field and 100 percent expansion area545
Septic tank056
On-site domestic water service line557
Pressure public water main10108
Water ditches5050
TABLE G-2
MINI-LEACHFIELD DESIGN CRITERIA OF SIX TYPICAL SOILS
TYPE OF SOILMINIMUM SQ. FT. OF IRRIGATION AREA PER 100 GALLONS OF ESTIMATED GRAYWATER DISCHARGE PER DAYMAXIMUM ABSORPTION CAPACITY, MINUTES PER INCH, OF IRRIGATION AREA FOR A 24HOUR PERIOD
1. Coarse sand or gravel205
2. Fine sand2512
3. Sandy loam4018
4. Sandy clay6024
5. Clay with considerable sand or gravel9048
6. Clay with small amount of sand or gravel12060
TABLE G-3
SUBSURFACE DRIP DESIGN CRITERIA OF SIX TYPICAL SOILS
TYPE OF SOILMAXIMUM EMITTER DISCHARGE (gal/day)MINIMUM NUMBER OF EMITTERS PER GPD OF
GRAYWATER PRODUCTION
Use the daily graywater flow calculated in Section G 6.0 to determine the number of emitters per line.
1. Sand1.80.6
2. Sandy loam1.40.7
3. Loam1.20.9
4. Clay loam0.91.1
5. Silty clay0.61.6
6. Clay0.52.0

351

FIGURE G-1 GRAYWATER SYSTEM TANK - GRAVITY (CONCEPTUAL)

FIGURE G-1
GRAYWATER SYSTEM TANK - GRAVITY (CONCEPTUAL)

352

FIGURE G-2 GRAYWATER SYSTEM TANK - PUMPED (CONCEPTUAL)

FIGURE G-2
GRAYWATER SYSTEM TANK–PUMPED (CONCEPTUAL)

353

FIGURE G-3 GRAYWATER SYSTEM MULTIPLE TANK INSTALLATION (CONCEPTUAL)

FIGURE G-3
GRAYWATER SYSTEM MULTIPLE TANK INSTALLATION (CONCEPTUAL)

354

FIGURE G-4 GRAYWATER SYSTEM UNDERGROUND TANK–PUMPED (CONCEPTUAL)

FIGURE G-4
GRAYWATER SYSTEM UNDERGROUND TANK–PUMPED (CONCEPTUAL)

355

FIGUREG-5 GRAYWATER SYSTEM TYPICAL IRRIGATION LAYOUT (CONCEPTUAL)

FIGUREG-5
GRAYWATER SYSTEM TYPICAL IRRIGATION LAYOUT (CONCEPTUAL)

356

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
APPENDIX I - INSTALLATION STANDARDS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter        XXXX     
Adopt Entire Chapter as amended (amended sections listed below)X XX             
Adopt only those sections that are listed below                 
Chapter/Section
2.2.6 IS 5-2006X XX             
1.2 IS 20-2006  X              
1.2.1 IS 20-2006  X              
1.2.2 IS 20-2006  X              

357

358

“The information contained in this appendix is not part of this American National Standard (ANS) and has not been processed in accordance with ANSI's requirement for an ANS. As such, this appendix may contain material that has not been subjected to public review or a consensus process. In addition, it does not contain requirements necessary for conformance to the standard.”

APPENDIX I
INSTALLATION STANDARDS

The following IAPMO Installation Standards are included here for the convenience of the users of the California Plumbing Code. They are not considered as a part of the California Plumbing Code unless formally adopted as such. These Installation Standards are independent, stand-alone documents published by the International Association of Plumbing and Mechanical Officials and are printed herein by the expressed written permission of IAPMO.

Contents

  Page
IS 1-2006Non-Metallic Building Sewers361
IS 2-2006Tile-Lined Roman Bathtubs365
IS 3-2006Copper Plumbing Tube, Pipe, and Fittings371
IS 4-2006Tile-Lined Shower Receptors (and Replacements)379
IS 5-2006ABS Building Drain, Waste, and Vent Pipe and Fittings383
IS 6-2006Hubless Cast Iron Sanitary and Rainwater Systems387
IS 7-2006Polyethylene (PE) Cold Water Building Supply and Yard Piping389
IS 8-2006PVC Cold Water Building Supply and Yard Piping393
IS 9-2006PVC Building Drain, Waste, and Vent Pipe and Fittings401
IS 11-2006ABS Sewer Pipe and Fittings405
IS 12-2006Polyethylene (PE) for Gas Yard Piping409
IS 13-2006Protectively Coated Pipe413
IS 15-2006Asbestos Cement Pressure Pipe for Water Service and Yard Piping415
IS 18-2006Extra Strength Vitrified Clay Pipe in Building Drains419
IS 20-2006CPVC Solvent Cemented Hot and Cold Water Distribution Systems421
IS 21-2006Welded Copper and Copper Alloy Water Tube433
IS 26-2006Trenchless Insertion of Polyethylene (PE) Pipe for Sewer Laterals439
IS 27-2003Odor Control Systems for Water Closets441
IS 28-2005Composite PEX-AL-PEX Hot and PE-AL-PE Cold Water-Distribution Systems445
SIS 1-2003Flexible PVC Hose449
SIS 2-2003Assembled Whirlpool Bath Appliances453

359

360

INSTALLATION STANDARD FOR NON-METALLIC BUILDING SEWERS IAPMO IS 1-2006

1.0 SCOPE.

1.1 Installation and material of non-metallic building sewer piping shall comply with this standard and the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials.

Note:The following sections of the Uniforms Plumbing Code apply to non-metallic building sewer piping. The standard may include section numbers or may omit section numbers which pertain to non-metallic sewers.

103.5.3.3 Exceptions

301.1 Minimum Standards

310.0 Workmanship

311.0 Prohibited Fittings and Practices

313.0 Protection of Piping, Materials, and Structures

315.0 Trenching, Excavation, and Backfill

316.2.3 Plastic Pipe to Other Materials

316.4 Prohibited Joints and Connections

317.0 Increasers and Reducers

Chapter 7 Sanitary Drainage

705.1 Types of Joints

705.2 Use of Joints

723.0 Building Sewer Test

2.0 GENERAL REQUIREMENTS.

2.1 After inspection of the sewer pipe, carefully backfill the treanch as prescribed by Section 315.0 of the Uniform Plumbing Code.

2.2 The same water test procedure shall apply to all non-metallic house sewer materials as required in Section 723.0 of the Uniform Plumbing Code.

Before laying non-metallic sewer pipe, prepare the bottom trench so that the piping shall lay on a firm bed throughout its entire length as required by Section 718.0 of the Uniform Plumbing Code.

3.0 PRODUCT REQUIREMENTS.

3.1 ABS OR PVC-DWV PIPE.

3.1.1 Minimum Standards.

ABS or PVC Schedule 40 DWV pipe for use in domestic sewage, excluding special waste, shall be installed in accordance with IAPMO Standards Is 5 and IS 9 (latest edition), whichever is applicable. ABS or PVC Schedule 40 DWV pipe, may be used in size 2 inch (51 mm) and larger. [UPC 301.1, 701.0]

3.1.2 Markings.

3.1.2.1 ABS Pipe. ABS pipe markings shall be in accordance with ASTM D 2661 or ASTM F 628. [UPC 716.0]

3.1.2.2 ABS Fittings. ABS fittings markings shall be in accordance with ASTM D 2661. [UPC 716.0]

3.1.2.3 PVC Pipe. PVC pipe markings shall be in accordance with ASTM D 2665. [UPC 716.0]

3.1.2.4 PVC Fittings. PVC fittings markings shall be in accordance with ASTM F 2135. [UPC 716.0]

3.1.3 Protection of Building Sewers.

ABS or PVC Schedule 40 pipe shall be installed a minimum of 1 foot (305 mm) below the surface of the finished grade. Underground installation of thermoplastic sewer pipe shall be in accordance with ASTM D 2321. [UPC 718.0]

3.1.4 Cleanouts.

Cleanouts, extended to within 1 foot (305 mm) of grade, shall be of materials listed for that use. [UPC 719.0]

3.2 PVC SEWER PIPE.

3.2.1 Minimum Standards.

3.2.1.1 Pipe.

PVC, PSM, SDR 35, ASTM D 3034 and PVC, PS-46, ASTM F 789 Non-Pressure Pipe may be used in size four (4) inches (102 mm) and larger. [UPC 301.1, 701.1]

3.2.1.2 Fittings.

All fittings shall be PVC or other listed non-metallic materials having equivalent durability and equal or greater strengths. [ PC 301.1, 701.2]

3.2.2 Types of Joints.

PVC sewer pipe shall be joined by using compression joints or by other methods recognized in the UPC. Pipe and fitting ends shall be lubricated with an approved soap jelly or soap solution to permit easy assembly. [UPC 705.1]

3.2.2.1 Use of Joints.

PVC sewer pipe shall be installed using the same type of jointing throughout, except when connecting

361

to existing piping, piping of other materials, in line repairs, and manholes. Transition connections to other materials shall be made by adapter fittings or a one-piece molded rubber coupling with appropriate bushings for the respective material. [UPC 705.2]

3.2.3 Markings.

3.2.3.1 PSM PVC pipe markings shall be in accordance with ASTM D 3034. [UPC 716.0]

3.2.3.2 PSM PVC fitting markings shall be in accordance with ASTM D 3034. [UPC 716.0]

3.2.3.3 PS-46 PVC pipe markings shall be in accordance with ASTM F [UPC 716.0]

3.2.3.4 PS-46 PVC pipe fitting markings shall be in accordance with ASTM F 789. [UPC 716.0]

3.2.4 PVC sewer pipe shall not be installed less than 1 foot (305 mm) below the surface of the finished grade and closer than twenty-four (24) inches (610 mm) from a building. Underground installation of thermoplastic sewer pipe shall be in accordance with ASTM D 2321. [UPC 718.0]

3.2.5 Cleanouts.

Cleanouts, extended to within 1 foot (305 mm) of grade, shall be of materials listed for such use. [UPC 719.0]

3.3 HIGH DENSITY POLYETHYLENE PIPE.

3.3.1 Minimum Standards.

3.3.1.1 Polyethylene pipe shall be manufactured in accordance with ASTM F 714 and installed in accordance with IAPMO IS 26. [UPC 301.1]

3.3.2 Types of Joints.

3.3.2.1 HDPE joints shall be made using the following method:

  1. Heat Fusion made in accordance with ASTM D 2657 or ASTM D 3261. [UPC 705.1]

3.3.3 Markings.

3.3.3.1 Markings shall be in accordance with ASTM F 714. [UPC 716.0]

3.4 POLY VINYL CHLORIDE (PVC) CORRUGATED SEWER PIPE WITH A SMOOTH INTERIOR AND FITTINGS.

3.4.1 Minimum Standards.

3.4.1.1 Pipe. Corrugated PVC sewer pipe may be used in sizes four (4) (102 mm), six (6) (152 mm), eight (8) (203 mm) and ten (10) (254 mm) diameters and shall conform to ASTM F 949. [UPC 301.1]

The profile wall pipe corrugated PVC sewer pipe as intended for underground use in non-pressure applications for sanitary sewers, storm sewer, and perforated and unperforated pipes for subdrainage. [UPC 301.1]

3.4.1.2 Fittings shall be PVC or other fittings having equivalent durability or equal or greater strengths in accordance with ASTM F 949. [UPC 301.1]

3.4.2 Types and Use of Joints. Corrugated PVC sewer pipe shall be joined by Molded or Elastomeric Compression Joints or by other approved methods. Elastomeric seals (gaskets) shall meet the requirements of ASTM F 477. The lubricant used for assembly shall be as recommended by the seller and shall have no detrimental affect on the gasket or on the pipe and fittings.

The PVC cement shall comply with ASTM D 2564 and shall be used in conjunction with a primer in compliance with ASTM F 656. The solvent cement shall be used only for bushings in accordance with ASTM D 2855. [UPC 316.1, 705.1]

3.4.3 Markings.

3.4.3.1 Corrugated PVC sewer pipe markings shall be in accordance with ASTM F 949. [UPC 716.0]

3.4.3.2 Corrugated PVC fittings markings shall be in accordance with ASTM F 949. [UPC 716.0]

3.4.4 Protection of Building Sewer. Corrugated PVC sewer pipe shall not be installed less than 1 foot (305 mm) below the surface of the finished grade and closer than twenty-four (24) inches (610 mm) from a building. Underground installation of thermoplastic sewer pipe shall be in accordance with ASTM D 2321. [UPC 718.3]

3.4.5 Cleanouts. Cleanouts, extended to within 1 foot (305 mm) of grade, shall be of materials listed for such use. [UPC 719.0]

3.5 ASBESTOS CEMENT SEWER PIPE.

3.5.1 Minimum Standards.

Asbestos cement sewer pipe shall be Type II only and may be used only in sizes four (4) inches (102 mm) and larger. Its use is limited to domestic sewage. [UPC 301.1]

3.5.2 All fittings used with asbestos cement sewer pipe shall be asbestos cement or other approved non metalic materials having equivalent durability and providing fittings with equal or greater strengths. [UPC 701.2]

3.5.3 Asbestos cement sewer pipe and male and fittings shall be joined by means of a sleeve coupling and two rubber sealing rings suitable for the particular size of the pipe and fittings for which they will be used. The rubber sealing rings shall be positioned in interior grooves in the coupling.

The assembled joint shall provide the necessary compression of the rubber sealing rings to make a watertight joint. The crush strength across the assembled joint shall be equivalent to the crush strength of the pipe with which it will be used. [UPC 705.1]

3.5.3.1 The use of unmachined field-cut asbestos cement sewer pipe is permitted for necessary length adjustments and at points of connection to other piping materials. These adaptions shall be made with

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either a one-piece molded rubber coupling with appropriate bushings or listed adapter fittings. [UPC 705.2]

3.5.3.2 Approved female fittings shall be provided with interior grooves in the bell ends in which rubber sealing rings, suitable for the particular size of pipe with which the fittings will be used, are placed. The compressed rubber sealing ring in the joined female (bell) fitting end shall provide a watertight joint. [UPC 705.2]

3.5.3.3 Pipe and fitting ends shall be lubricated with an approved jelly or soap solution to permit easy assembly. [UPC 705.2]

3.5.3.4 A listed one-piece molded rubber coupling with appropriate bushings may be used as an alternate means of connecting asbestos cement pipe and male end fittings. [UPC 705.2]

3.5.3.5 Transition from asbestos cement sewer pipe to another material shall be made by listed adapter fittings, or a one-piece molded coupling with appropriate bushings for the respective material. [UPC 705.1]

3.5.4 Markings.

3.5.4.1 Asbestos cement sewer pipe markings shall be in accordance with ASTM C 428. [UPC 716.0]

3.5.4.2 Each coupling sleeve of fitting markings shall be in accordance with ASTM C 428. [UPC 716.0]

3.5.5 No asbestos cement sewer pipe shall be installed less than 1 foot (305 mm) below the surface of the ground or closer than two (2) feet (610 mm) to a building. [UPC 718.3]

3.5.6 Cleanouts shall be asbestos cement or other approved materials of plug or cap type installed with rubber ring compression joints. Cleanouts, extended to within 1 foot (305 mm) of the surface, shall be of materials approved for such use. [UPC 719.0]

3.6 CONCRETE SEWER PIPE.

3.6.1 Minimum Standards.

3.6.1.1 Pipe and Fittings

Concrete sewer pipe may be used in sizes four (4) inches (102 mm) and larger. Concrete sewer pipe shall conform to ASTM C 14, Class 2. Transition to other types of sizes of pipe may be made with listed concrete pipe adapter fittings or listed one piece molded rubber coupling with appropriate bushings or increasers. [UPC 301.1]

3.6.2 Types of Joints.

Concrete sewer pipe and fittings shall be joined by means of flexible rubber sealing rings, compressed to provide water-tight joints conforming to ASTM C 443, or by listed one-piece molded rubber couplings, or hot-poured joints of listed hot-pour compounds. Portland cement joints are prohibited except for repairs or connections to existing lines constructed with such joints.

Concrete sewer pipe shall be joined by gaskets furnished by the pipe manufacturer and installed according to the manufacturer's instructions. Approved lubricant shall be used when required for the type of joint furnished. [UPC 705.1]

3.6.3 Use of Joints.

Except for points of connection to existing piping at either end of the sewer, concrete sewer pipe shall be laid using the same type of jointing throughout. [UPC 705.2]

3.6.4 Markings.

3.6.4.1 Concrete sewer pipe and fittings markings shall be in accordance with ASTM C 14. [UPC 716.0]

3.6.5 Grade, Support and Protection of Building Sewers.

Concrete sewer pipe shall be installed not less than 1 foot (305 mm) below the ground and not closer than two (2) feet (610 mm) to a building. [UPC 718.0]

3.6.6 Cleanouts.

Cleanouts shall conform to type of jointing used and cleanouts extended to within 1 foot (305 mm) of grade, shall be of materials listed for that use. [UPC 719.0]

3.7 VITRIFIED CLAY PIPE.

3.7.1 Minimum Standards.

3.7.1.1 Materials. Materials shall comply with the appropriate standard in Table 14-1 of the UPC. Vitrified clay sewer pipe, extra strength only, may be used in sizes three (3) inches (76 mm) and larger. [UPC 301.1, 701.0]

3.7.2 Types of Joints.

Vitrified clay sewer pipe and fittings shall be joined by means of preformed flexible compression joints or listed one-piece molded rubber couplings. [UPC 705.1]

3.7.2.1 Except at point of connection to existing piping at either end of the sewer, vitrified clay sewer piping shall be laid using the same type of jointing throughout. [UPC 705.1]

3.7.2.2 When installing clay pipe with flexible compression joints, the mating surfaces shall be wiped clean of dirt and foreign matter. An approved lubricant shall be applied to the joint surfaces. Spigot shall then be seated full depth into the bell. [UPC 705.1]

3.7.2.3 Listed one-piece molded rubber couplings shall be permitted for use on vitrified clay pipe and fittings, sizes three (3) inches (76 mm) through 1 foot (305 mm), [UPC 705.1]

3.7.2.4 Transition to other types of materials or sizes may be made with the use of listed one-piece molded rubber couplings with appropriate bushings or increasers. [UPC 705.1]

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3.7.3 Markings.

3.7.3.1 Vitrified clay sewer pipe and fittings markings shall be in accordance with ASTM C 700. [UPC 716.0]

3.7.4 No vitrified clay sewer pipe shall be installed less than 1 foot (305 mm) below the surface of the ground. [UPC 718.3]

3.7.5 Cleanouts.

Cleanouts shall conform to the type of jointing used and cleanouts extended to within 1 foot (305 mm) of grade shall be of materials approved for their use. [UPC 719.0]

ADOPTED: 1957

REVISED: 1966, 1971, 1973, 1975, 1976, 1982, 1985, 1990, 1991, 2002, 2003, 2006

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INSTALLATION STANDARD FOR TILE-LINED ROMAN BATHTUBS IAPMO IS 2-2006

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1.0 GENERAL REQUIREMENTS.

1.1 Inspection of Work – All surfaces prepared by others shall be inspected by the tile installer before starting tile work and all unsatisfactory conditions reported to the Administrative Authority. Starting tile work by the tile installer shall be considered as acceptance of surfaces prepared by others.

1.2 Surfaces – All surfaces to receive tile work shall be clean, structurally sound, and conform in every way to the local Building Code.

Note: No tile work shall proceed until the pan and drain construction has been inspected and approved by the Administrative Authority, where required.

2.0 MATERIALS

2.1 Tile Quality and Grade – Tile shall comply with American National Standard Specification for Ceramic Tile, A137.1 (equivalent to and incorporating U.S. Dept. of Commerce Simplified Practice Recommendation, R61-61 and Federal Specification SS-T-308b, Tile, Floor, Wall, and Trim Units, Ceramic).

2.2 Cement – Cement shall be portland cement type I or type II, conforming to ASTM C 150.

2.3 Sand – Sand shall be damp, clean and graded ASTM C 778.

2.4 Water – Water shall be potable.

2.5 Reinforcing shall be 3 inch × 3 inch (76 mm × 76 mm), 13 × 13 gage or 1 ½ × 2 (38 mm × 51 mm) mesh, 16 × 13 gage steel wire, conforming to ASTM A 82 and A 185.

2.6 Asphalt shall conform to Federal Specification A-A-50694 or ASTM D 1227.

2.7 Plastic Roof Cement shall conform to Federal Specification SS-C153.

2.8 Waterproof Felt Membrane – The waterproof Felt membrane shall be at least 15 lb. (6.8 kg) asphalt saturated felt, conforming to ASTM D 2626.

2.9 Plastic Membrane shall comply with ANSI A118.10.

2.10 Other Membranes – Where the Administrative Authority approves their use, non-metallic sub-pans or linings of lead sheets weighing not less than 4 lbs. per sq. foot (191.5 Pa) and copper pans of at least No. 24 B & S gage may be used.

2.11 Waterproofing Admixture – The mortar bed of the receptor shall be mixed with a waterproof admixture, approved by the Administrative Authority in the amounts allowed by such approval.

2.11.1 Currently Approved Mortar Additives.

Anti-Hydro – 1 qt. (0.95 I) per sack of cement.

Plastiment – 1 lb. (0.5 kg) of powder per sack of cement.

Plastiment – 2 oz. (56.7 g) of fluid per sack of cement.

Sika 3A – 1 qt. (0.95 I) per sack of cement

Suconem (Red Label) – 1 pint (0.47 I) per sack of cement.

3.0 INSTALLATION.

3.1 Drains – An approved type drain with sub-drain shall be installed with every such shower membrane. Flange of each sub-drain shall be accurately set exactly level with sloping sub-floor and shall be equipped with a clamping ring or other approved device to make a tight connection between the membrance and the sub-drain. The sub-drain shall have weep holes into the waste line. The drain shall be of such design that there will be not less than 2 inch (51 mm) depth from the top of the sub-drain flange to top of the strainer. A ring of absorbent material must be placed around the weep holes to keep them open when the finish materials are installed. [UPC 412.0]

3.2 Sloping Sub-Floor and Membrane – All lining materials shall be pitched not less than one quarter (¼) inch per foot (20.8 mm/m) to weep holes in the sub-drain by means of a smooth and solidly formed sloping sub-base. All such lining materials shall extend upward on the side walls of the tub to a point not less than four (4) inches (102 mm) above the top of the finished dam or threshold and shall extend outward over the top of the rough threshold and be turned over and fastened on the outside face of the rough threshold. All ledge tops within four (4) inches (102 mm) above the rough threshold shall be covered with the lining material. Non-metallic sub-pans or linings shall be built-up on the job site and shall consist of not less than three (3) layers of standard grade fifteen (15) pound (6.8 kg) asphalt impregnated roofing felt. The bottom layer shall be mopped to the formed sub-base with hot asphalt and each succeeding layer thoroughly hot-mopped to that below, on the basis of twenty (20) pounds (9.1 kg) of asphalt per layer per square. All corners shall be carefully fitted and shall be made strong and watertight by folding or lapping, and each corner shall be reinforced with suitable woven glass fiber webbing hot-mopped in place. All folds, laps, and reinforcing webbing shall extend at least four (4) inches (102 mm) in all directions from the corner and all glass fiber webbing shall be of approved type and mesh, producing a tear strength of not less than fifty (50) pounds per square inch (344.5 kPa) in either direction. Non-metallic shower sub-pans or linings may also consist of multi-layers of other approved equivalent materials suitably reinforced with glass fibers and having each layer carefully fitted and hot mopped in place on the job site as elsewhere required in this section, according to manufacturer's recommended installation procedures.

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Linings shall not be nailed or perforated at any point which will be less than one (1) inch (25.4 mm) above the finished dam or threshold.

Where flexible plastic sheet membranes are used, corners shall be carefully constructed by folding or bonding of pre-fabricated reinforcing corner. Joints in flexible plastic sheeting shall be constructed with the appropriate solvent bonding liquid, bodied solvent cement, or thermal welding.

Where lead and copper pans are used as membranes, the installation shall be made in similar manner as required for felt membranes, except the asphalt moppings, and, in addition, the pans shall be insulated from all concrete and mortar surfaces and from all conducting substances, other than their connecting drain, by 15 lb. (6.8 kg) asphalt saturated felt or an approved equivalent, hot-mopped to the lead or copper pans. Joints in lead and copper pans shall not be soldered, but shall be burned or silver brazed, respectively.

3.3 Tests – Upon installation, all concrete tub shells shall be tested for water tightness by being filled to the top of the rough threshold with water for 24-hours to establish their water tightness.

3.4 Roman Bath Tub – Floor shall be of ceramic tile set in portland cement mortar, mixed in the proportion of one (1) part portland cement to four (4) parts of mortar sand by volume and shall be provided with an approved shower drain designed to make a water-tight joint at the floor. The mortar mixture shall be of such consistency that a troweled surface readily assumes a smooth, slickened surface. All concrete mortar bases shall be mixed with an approved waterproofing admixture and properly reinforced with 3 inch × 3 inch (76 mm × 76 mm) mesh, 13 × 13 gage or 1 ½ inch × 2 inch (38 mm × 51 mm) mesh, 16 × 13 gage cold drawn welded steel wire fabric located in the approximate center of the mortar bed and extending up the side walls but, in no case, less than 1 inch (25.4 mm) above the finished threshold. Corners shall be lapped and the reinforcing shall extend over the threshold and ledges.

The total thickness of the floor mortar shall not be less than 1 ¼ inch (32 mm) at any point. The tile floor shall have a minimum of 1/8 inch (3.2 mm/m) pitch and a maximum of 1/2 inch (12.7 mm/m) pitch toward the drain per foot. Bath tub walls to a minimum height to 3 inch (76 mm) and not less than 1 inch (25.4 mm) above the finished dam shall be lined with ceramic tile set in portland cement mortar, mixed with an approved water-proofing admixture.

All wood framed bases shall be designed with a maximum deflection of 1/240 of the span, including live and dead loads.

3.4.1 Note: Two stages of construction are covered – the reinforced concrete shell and the wire reinforced tile lining over the water-proof membrane.

3.4.2 Approved waterproofing membrane, mortar bed and finish construction shall conform to the general requirements of the Uniform Plumbing Code. Exception: In short sections where there is no foot traffic, the finished floor may exceed ½ inch per foot (12.7 mm/m) slope.

3.4.3 Each concrete shell shall be filled to its overflow rim with water and shall remain watertight for not less than twenty-four (24) hours before inspection and before the finish surface is installed.

3.4.4 The finish surface shall be ceramic tile installed with portland cement mortar mixed to a proper consistency in the proportion of one (1) part cement and four (4) parts mortar sand by volume and having an approved waterproofing admixture* included. Ceramic tile joints shall be thoroughly grouted with approved water-proofing grout containing an admixture.

3.4.5 The concave interior surfaces shall be such as to permit ready cleansing and all corners shall be rounded or at angles not in excess of 45°. Grout is

WOOD FORM

WOOD FORM

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not acceptable for rounding corners. See details below on approved corners.

3.4.6 Concealed overflow or built-in waste stopper may be used if designed and approved for this application.

3.4.7 For reinforcement in center of pour, use #30 @ 8 inch (203 mm) O.C. both ways.

3.4.8 2000 P.S.I. (13,780 kPa) compressive strength concrete shall be poured monolithically and shall have an approved waterproofing admixture included*. Concrete to have not less than six (6) sacks of portland cement per batch.

3.4.9 Reinforcing wire, as specified under materials in this standard or equal, shall be wired together in a self-supporting manner. Nails shall not be used through the waterproofing membrane to fasten wire reinforcing.

*Quantities of several approved waterproofing admixtures required per sack of cement:

Anti-Hydro – 1 qt. (0.95 1) per sack of cement.

Plastiment – 1 lb. (0.5 kg) of powder per sack of cement.

Plastiment – 2 oz. (56.7 g) of fluid per sack of cement.

Sika 3A – 1 qt. (0.95 1) per sack of cement.

Suconem (Red Label) – 1 pint (0.47 1) per sack of cement.

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ADOPTED: 1966

REVISED: 1977, 1982, 1990, 2003, 2006

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INSTALLATION STANDARD FOR COPPER PLUMBING TUBE, PIPE, AND FITTINGS IAPMO IS 3-2006

1.0 SCOPE.

1.1 Installation and material of copper tube, pipe and fittings in drainage, vent, and water systems shall comply with this standard and the current edition of the Uniform Plumbing Code [UPC]TM, published by the International Association of Plumbing and Mechanical Officials (IAPMO).

Note: The following sections of the Uniform Plumbing Code shall apply.

103.5.3Testing of systems
301.1Minimum standards
310.0Workmanship
311.0Prohibited fittings and practices
313.0Protection of piping materials and structures
314.0Hangers and supports
316.1Types of joints
316.2Special joints
316.4Prohibited joints and connections
317.0Increasers and reducers
408.4Closet flanges
604.0Materials
604.1Water piping
604.2Water piping
604.3Marking of tubing
604.4Flexible water connectors
604.7Restriction of used piping
606.1.1Flared joints
606.2.1Use of joints, copper water tube
608.0Relief valve drain
609.0Installation, inspection, testing
610.0Size of potable piping
701.1.4Drainage and vent piping
705.3.3Ground joint, flared or ferrule connections
707.1Cleanouts
701.0Materials, drainage piping
811.1Chemical or industrial waste piping
903.0Materials, vent piping
903.2Use of copper tubing
1101.3Materials, rain water piping
1105.1Materials, roof drains
Table 14-1 Standards
ASME B 16.18Cast Copper Alloy Solder-Joint Pressure Fittings
ASME B 16.22Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings
ASME B 16.23Cast Bronze Solder-Joint Drainage Fittings - DWV
ASME B 16.29Wrought Copper and Copper Alloy Solder-Joint Drainage Fittings
ASME B 16.50Wrought Copper and Copper Alloy Braze-Joint Pressure Fittings
ASTM B 32Solder Metal
ASTM B 42Seamless Copper Pipe, Standard Sizes
ASTM B 75Seamless Copper Tubes
ASTM B 88Seamless Copper Water Tube
ASTM B 302Threadless Copper Pipe, Standard Sizes
ASTM B 306Copper Drainage Tube (DWV)
ASTM B 813Liquid and Paste Fluxes for Soldering Applications of Copper and Copper Alloy Tube
ASTM B 828Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings
Appendix AChart A-4 Friction loss per 100 ft. (30.5m)

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials. Materials shall comply with the appropriate standard in Table 14-1 of the UPC. [UPC 301.1]

Note: The nominal or standard size of copper plumbing tube is always 0.125 inch (3.175 mm) or one-eighth (1/8) inch (3.175 mm) smaller than the actual outside diameter dimension of the tube. For example, 3 inch (76 mm) nominal size copper plumbing tube measures 3 1/8 inch (79 mm) O.D., ½ inch (12.7 mm) nominal size copper plumbing tube measures 5/8 inch (15.9 mm) O.D., etc.

2.1.2 Markings. Markings shall be visible for inspection. Products that are covered by this standard shall be identified in accordance with the standard found in Table 14-1. [UPC 301.1]

2.1.3 Tube and Threadless Pipe.

Water tube (Types K, L, M), drainage tube (Type DWV), and threadless pipe (TP), shall bear the

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following incised marking at not over 18 inch (457 mm) intervals:

  1. Manufacturer's name or trademark; and
  2. Tube type

2.1.4 Pipe (Copper and Copper Alloy).

Pipe shall bear the following incised marking at not over 18 inch (457 mm) intervals:

  1. Manufacturer's name or trademark; and
  2. Pipe type.

2.1.5 Fittings.

Fittings shall bear the following markings:

  1. Manufacturer's name or trademark; and
  2. “DWV” on drainage fittings.

2.2 Type of Joints.

2.2.1 General Information.

Copper tube and fittings may be joined in a number of ways, depending on the purpose of the system. Soldering and brazing with capillary fittings are the methods used most.

The American Welding Society (AWS) defines soldering as a joining process which takes place below 840°F (449°C) but below the melting point of the base metals. In actual practice for copper systems, most soldering is done at temperatures from about 350°F (177°C) to 550°F (288°C), while most brazing is done at temperatures ranging from 1100°C (593°C) to 1500°F (816°C). The choice between soldering or brazing will generally depend on operating conditions. Solder joints are generally used where the service temperature does not exceed 250°F (121°C), while brazed joints are used where greater tensile strength is required to resist vibration, or pressure or temperature cycling, or where system temperatures are as high as 350°F (177°C). Although brazed joints offer higher joint strength in general, the annealing of the tube and fitting which results from the higher heat used in the brazing process can cause the rated pressure of the system to be less than that of a soldered joint. This fact should also be considered in choosing which joining process to use.

Mechanical joints are used frequently for use some underground connections, for joints where the use of heat is impractical and for joints that may have to be disconnected from time to time. [UPC 316.1]

2.2.2 Fittings for Soldered, Brazed, and Mechanical Joints.

Cast fittings are available in all standard tube sizes and in a wide variety of types to cover needs for plumbing. They can be either soldered or brazed, although brazing cast fittings requires care. Wrought copper pressure fittings are also available over a wide range of sizes and types. These, too, can be joined by either soldering or brazing and wrought fittings are prefferred where brazing is the joining method. Otherwise, the choice between cast and wrought fittings is largely a matter of the user's preference and availability. According to the American Welding Society, the strength of a brazed joint will meet or exceed that of the tube and fitting being joined when the joint overlap and the depth of the filler metal penetration is a minimum of three times the thickness of the thinner base metals (tube or fitting) and a well-developed fillet (cap) is present. The strength of a brazed copper tube joint does nor vary much with different filler metals but depends on maintaining the proper clearance between the outside of the tube and the socket (cup) of the fitting. Copper tube and solder-type pressure fittings are accurately made for each other, and the tolerances permitted for each assure the capillary space will be within the limits necessary for a joint of satisfactory strength. However, the depths of the socket are considerable deeper than the three times required by AWS. Three are standards available for the manufacture of fittings made specifically for brazing, these include ASME B 16.50 and MSS SP 73. When fittings are made to these standards, they cannot be soldered. They must be brazed.

2.2.2.1 Mechanical Joints.

Flared-tube fittings provide metal-to-metal contact similar to ground joint unions; both can be easliy taken apart and reassembled. Grooved end mechanical fittings are also available in sizes 2-inches to 6-inches. Mechanical joint fittings are especially useful where residual water cannot be removed from the tube and soldering is difficult. Mechanical joints may be required where a fire hazard exists and the use of a torch to make soldered or brazed joints is not allowed. Also, soldering under wet conditions can be very difficult and mechanical joints may be preffered under such circumstances. [UPC 316.0]

2.2.3 Solders.

Most solders referenced in ASTM B 32 can be used to join copper tube and fittings in potable water systems.

Note: Users of the Uniform Plumbing Code are reminded that provisions of the Federal Safe Drinking Water Act of 1986 (SDWA), which all must obey, forbid the use of solder which contains in excess of 0.2% of lead, in potable water systems. The provisions of the act are in corporated in all ordiances, statues, state and municipal regulations by reference and by operation of law. [UPC 316.0]

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The selection of a solder depends on the operating pressure and temperature of the system. Consideration should also be given to the stresses on the joint caused by thermal expansion and contraction. However, stresses due to temperature changes should not be significant in two commonly encountered cases: when tube lengths are short, or when expansion loops are used in long tube runs.

Solder is generally used in wire form, but paste-type solders are also available. These are finely granulated solders in suspension in a paste flux. These solder/flux pastes must meet the requirements of ASTM B 813. When using paste-type solders, observe these four rules:

  1. Wire solder must be applied in addition to the paste to fill the voids and assist in displacing the flux, otherwise the surfaces may be well “tinned” and yet there may not be a good joint with a continuous bond. Use the same type of solder (e.g., 50-50 or 95-5) as that used in the paste.
  2. The paste mixture must be throughly stirred if it has been standing in the can for more than a very short time, as the solder has a tendency to settle rapidly to the bottom.
  3. The flux cannot be depended on to clean the tube. Cleaning should be done manually as is recommended for any other flux and solder.
  4. Remove any excess flux.

Solders are available that contain small amounts of silver or other additives to impart special properties. Such solders may require special fluxes. The manufacturer's recommendations should be consulted regarding proper procedures and fluxes for such solders and about the expected properties.

2.2.4 Soldering Flux.

The functions of the soldering flux are to remove residual tracers of oxides, to promote wetting and to protect the surfaces to be soldered from oxidation during heating. The flux should be applied to clean surfaces and only enough should be used to lightly coat the areas to be joined.

An oxide flim may reform quickly on copper after it has been cleaned. Therefore, the flux should be applied as soon as possible after cleaning.

CAUTION

Careless workmanship, especially during flux applications, can result in corrosion of the tube long after the system has been installed. If excessive flux is used, the residue inside the tube can cause corrosion. In an extreme case, such residual flux can actually lead to perforation through the tube wall causing leakage. To guard against this danger, it is important (1) to choose a flux that is manufactured to ASTM B 813, and (2) to use only the minimum amount actually needed to make the joint.

2.3 Solder Joints.

2.3.1Soldering and brazing both involve basic steps, based on ASTM Standard Practice B 828, which must be executed with care and craftsmanship.

The steps are:

  1. Measuring
  2. Cutting
  3. Reaming
  4. Cleaning
  5. Fluxing
  6. Assembly and support
  7. Heating
  8. Applying the filler metal
  9. Cooling and cleaning

Each step contributes to a strong, dependable joint.

2.3.2 Measuring.

Measuring the length of each tube segment must be accurate. Inaccuracy can compromise joint quality. If the tube is too short it will not reach all the way into the socket of the fitting and a proper joint cannot be made. If the tube segment is too long there is a danger of cocking the tube in the fitting and putting strain on the system which could affect service life.

2.3.3 Cutting.

Once the tube is measured, it can be cut. Cutting can be accomplished in a number of different ways to produce a satisfactory square end. The tube can be cut with a disc-type tube cutter, a hacksaw, an abrasive wheel, or with a stationary or portable bandsaw. Care must be taken that the tube is not deformed while being cut. Regardless of the method, the cut must be square with the run of the tube so that the tube will seat properly in the fitting socket.

2.3.4 Reaming.

All pipe and tube shall be reamed to the full I.D. of the pipe and tube to remove the small burr created by the cutting operation. If this rough, inside edge is not removed erosion-corrosion may occur due to localized turbulence and high velocity.

Tools used to ream tube ends include the reaming blade on the tube cutter, half-round or round files, a pocket knife, or a suitable deburring tool. With annealed tube, care must be taken not to deform the tube end by applying too much pressure. Both the inside and the outside of the tube may require removal of the burr, especially in large diameters.

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2.3.5 Cleaning.

The removal of all oxides and surfaces soil is crucial if filler metal is to flow properly into the joint. Failure to remove them can interfere with capillary action and may lessen the strength of the joint and cause failure.

Mechanical cleaning is a simple operation. The end of the tube should be lightly abraded using sand cloth or nylon abrasive pads for a distance only slightly more than the depth of the fitting socket. The socket of the fitting should also be cleaned using sand cloth, abrasive pads, or a properly sized fitting brush.

Copper is a relatively soft metal. If too much material is removed, a loose fit will result and interfere with satisfactory capillary action in making the joint. The capillary space between tube and fitting is approximately 0.004 inch (0.10 mm). Solder or brazing filler metal can fill this gap by capillary action. This spacing is critical for the filler metal to flow into the gap and form a strong joint.

Surfaces once cleaned should not be touched with bare hands or oily gloves. Skin oils, lubricating oils, and grease impair filler metal flow and wetting.

2.3.6 Fluxing.

Stir the flux before use. Flux will dissolve and remove traces of oxide from the cleaned surfaces to be joined, protect the cleaned surfaces from reoxidation during heating, and promote wetting of the surfaces by the solder. A thin, even coating of flux should be applied with fingers. Chemicals in the flux can be harmful if carried to the eyes, mouth, or open cuts.

2.3.7 Assembly and Support.

After both tube and fitting surfaces are properly fluxed, they should be assembled, making sure the tube seats against the base of the fitting socket. A slight twisting motion ensures even distribution by the flux. Remove any excess flux. Care must be taken to assure that the tube and fittings are properly supported to ensure a uniform capillary space around the entire circumference of the joint. Uniformity of capillary space will ensure good filler metal penetration if the guidelines of successful joint making are followed. Excessive joint clearance can cause the filler metal to crack under stress or vibration.

The joint is now ready for soldering. Joints prepared and ready for soldering should be completed the same day and not left unfinished overnight.

2.3.8 Heating.

WARNING: When dealing with an open flame, high temperatures, and flammable gases, safety precautions must be observed as described in the ANSI/ASC Z49.1 Standard.

Heat is generally applied using an air/fuel torch. Such torches use acetylene or an LP gas. Electric resistance tools can also be used.

Begin heating with the flame perpendicular to the tube on the bottom. The copper tube conducts the initial heat into the fitting socket for even distribution of heat in the joint area. The extent of this preheating depends upon the size of the joint. Experience will indicate the amount of time needed. Preheating of the assembly should include the entire circumference of the tube in order to bring the entire assembly up to a suitable preheat condition. However, for joints in the horizontal position, avoid directly preheating the top of the joint to avoid burning the soldering flux. The natural tendency of heat to rise will ensure adequate preheat of the top of the assembly. Next, move the flame onto the fitting socket. Sweep the flame alternately from the fitting socket back onto the tube a distance equal to the depth of the fitting socket. Touch the solder to the joint. If the solder does not melt, remove it and continue the heating process. Be careful not to overheat or to direct the flame into the fitting cup. This could cause the flux to burn and destory its effectiveness. When the solder begins to melt, the heat should be directed to the base of the cup to aid capillary action in drawing the molten solder into the fitting socket to wards the heat source.

2.3.9 Applying the Filler Metal.

For joints in the horizontal position, start applying the solder slightly off-center at the bottom of the joint. When the solder metal begins to melt from the heat of the tube and fitting do not use the torch to melt the solder; push the solder straight into the joint while keeping the torch at the base of the fitting socket and slightly ahead of the point of application of the solder. Continue this technique across the bottom of the fitting and up the side to the top of the fitting. Return to the beginning, overlapping slightly by re-melting the solder at the point and proceed up the other side to the top, again overlapping slightly.

For joints in the vertical position, a similar sequence of overlapping passes should be made, starting wherever is convenient. Molten solder will be drawn into the joint by capillary action regardless of whether the solder is being fed upward, downward or horizontally. IMPORTANT: Always remember to let the heat lead the alloy. Do not apply the filler metal in front of the heat.

2.3.10 Cooling and Cleaning.

After the joint has been completed, natural cooling is best. Shock cooling with water may cause

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unnecessary stress on the joint and result in eventual failure. When cool, clean off any remaining flux with a wet rag.

2.3.11 Testing.

Test all completed assemblies for joint integrity following the procedures described in the body of this code. Completed systems should be flushed to remove excess flux and debris as soon as possible after completion.

2.4 Brazed Joints.

2.4.1 Brazing is another commonly used method for joining copper tube. Making brazed joints is similar to making soldered joints with respect to measuring, cutting, reaming, cleaning, assembly, and support. And as in soldering, the brazing filler metal is melted by the heat of the tube and fitting and drawn into the joint by capillary action.

The major differences between soldering and brazing are the:

2.4.2 Brazing Flux.

The fluxes used for brazing copper joints are different in composition from soldering fluxes. The two types cannot be used interchangeably. Unlike soldering fluxes, brazing fluxes are water based. Similar to soldering fluxes, brazing fluxes dissolve and remove residual oxide from the metal surfaces, protect the metal from reoxidation during heating and promote wetting of the surfaces to be joined by the brazing filler metal.

Fluxes also provide the craftsman with an indication of temperature. Application of the flux is the same as when soldering. If the outside of the fitting and the heat-affected area of the tube are covered with flux (in addition to the end of the tube and the cup), oxidation will be prevented and the apperance of the joint will be greatly improved.

2.4.3 Brazing Filler Metals.

Brazing filler metals suitable for joining copper tube systems are of two classes. Classified according to their components, they are: BCuP (Brazing-Copper-Phosphorus) and BAg (Brazing-Sliver).

BCuP filler metals are prefferred for joining copper tube and fittings if codes and construction specifications allow it. The phosphorus in them acts as a fluxing agent and the lower percentage of sliver makes them relatively low cost. When using copper tube, wrought copper fittings, and BCuP brazing filler metal, fluxing is optional. However, when cast fittings are brazed, flux must be used.

2.4.4 Heating.

WARNING: When dealing with an open flame, high temperatures, and flammable gases, safety precautions must be observed as described in the ANSI/ASC Z49.1 Standard. Oxy/fuel torches are generally used for brazing because of their higher temperatures. However, recent innovations in tip design make air/fuel torches useful for brazing on a wide range of sizes for brazing.

The heating operation is the same as for soldering. Heat the tube first, beginning about one inch from the edge of the fitting, sweeping, the flame around the tube in short strokes at right angles to the axis of the tube. It is very important that the flame be in motion and not remain on any one point long enough to damage the tube. Switch the flame to the fitting at the base of the fitting socket. Heat uniformly, sweeping the flame from the fitting to the tube. Avoid excessive heating of case fittings or they may crack.

2.4.5 Applying Brazing Filler Metal.

Apply the brazing filler metal at the point where the tube enters the socket of the fitting. When the proper temperature is reached, the filler metal will flow readily into the space between the tube and fitting socket, drawn in by the natural force of capillary action.

Keep the flame away from the filler metal itself as it is fed into the joint. The temperature of the tube and fitting at the joint should be high enough to melt the filler metal. Keep both the tube and fitting heated by moving the flame back and forth from one to the other as the filler metal is drawn into the joint.

When the joint is properly made the filler metal will be drawn into the fitting socket by capillary action, and a continuous fillet (cap) of filler metal will be visible completely around the joint. To aid in the development of this fillet during brazing, the flame should be kept slightly ahead of the pint of filler metal application.

When brazing horizontal joints, it is preferable to first apply the filler metal slightly off-center of the bottom of the joint, proceeding across the bottom of the joint and continuing up the side to the top of the joint. The return to the beginning point, overlapping slightly. This procedure is identical to that used for soldering. Also, similar to the soldering process, make sure the operations overlap.

On vertical joints, it is immaterial where the joint is made. If the opening of the fitting socket is pointing down, care should be taken to avoid over-heating the tube, as this may cause the brazing filler metal to run down the outside of the tube.

If the filler metal fails to flow, or has the tendency to ball-up, it indicates either that there is oxide on

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the surfaces being joined or that the parts to be joined are not hot enough. If the filler metal refuses to enter the joint, the fitting cup is not hot enough. Most poorly made braze joints result from either the tube or the fitting not being hot enough. If filler metal tends to flow over the outside of either part of the joint, it indicates that part is overheated in comparison to the other. When the joint is completed, a continuous fillet should be visible completely around the joint.

Larger diameter tube is more difficult to heat to the desired temperature. The use of a heating tip or rosebud may be necessary to maintain the proper temperature over the area being brazed. Once total heat control is attained, follow the same procedures used for smaller tube.

2.4.6 Cooling and Cleaning.

When the brazed joint is finished, allow it to cool naturally. Flux residues and some oxides formed by heating can be removed by washing with hot water and brushing with a stainless steel wire brush.

2.4.7 Testing.

Test all completed assembles for joint integrity following the procedures described in the body of this code. Completed systems should be flushed to remove excess flux and debris as soon as possible after completion.

2.4.8 Purging.

Some installations, such as medical gas, high-purity gas, and ACR systems, require the use of an inert gas during the brazing process. The purge gas displaces oxygen from the interior of the system while it is being subjected to the high temperatures of brazing and therefore eliminates the possibility of oxide formation on the interior of the tube surface.

2.5 Flared Joints.

2.5.1 Flared Joints with Impact Flaring Tools.

Step 1 Cut the tube to the required length.

Step 2 Remove all burrs. This is very important to assure metal-to-metal contact.

Step 3 Soft temper tube, if deformed, should be brought back to roundness with a sizing tool. This tool consists of a plug and sizing ring.

Step 4 Slip the coupling nut over the end of the tube.

Step 5 Insert flaring tool into the tube end.

Step 6 Drive the flaring tool by hammer strokes, expanding the end of the tube to the desired flare. This requires a few moderately light strokes.

Step 7 Assemble the joint by placing the fitting squarely against the flare. Engage the coupling nut with the fitting threads. Tighten with two wrenches, one on the nut and one on the fitting.

2.5.2 Flared Joints with Screw-Type Flaring Tools.

Steps 1-4 Same as for impact flaring previously described.

Step 5 Clamp the tube in the flaring block so that the end of the tube is slightly above the face of the block.

Step 6 Place the yoke of the flaring tool on the block so that the beveled end of the compressor cone is over the tube end.

Step 7 Turn the compressor screw down firmly, forming the flare between the chamber in the flaring block and the beveled compressor cone.

Step 8 Remove the flaring tool. The joint can now be assembled as in Step 6 for impact flaring.

2.6 Sizing, Velocity.

To avoid excess system noise and the possibility of erosion-corrosion, flow through copper tube systems should not exceed velocities of 8 feet per second for cold water and 5 feet per second in hot water up to approximately 140°F (60°C) [UPC 610.0]

In systems where water temperatures routinely exceed 140°F (60°C), lower velocities such as 2 to 3 feet per second should not be exceeded. In addition, where ½-inch and smaller tube sizes are used, to guard against localized high velocity turbulence due to possible faulty workmanship (e.g. burrs at tube ends which were not properly removed) or unusually numerous, abrupt changes in flow direction, lower velocities should be considered.

Due to constant circulation and elevated water temperatures, particular attention should be paid to velocities in circulation hot water systems. Both the supply and return piping should be sized such that the maximum velocity does not exceed the above recommendations. Care should be taken to ensure that the circulating pump is not oversized and the return piping is not undersized, both common occurrences in installed copper piping systems.

3.0 GENERAL INFORMATION.

3.1 It is not possible to cover all the variables of a plumbing system; however, the following information may prove helpful:

Expansion Loops – Copper tube, like all piping materials, expands and contracts with temperature changes. Therefore, in a copper tube system subjected to excessive temperature changes, the line tends to buckle or bend when it expands unless compensation is built into the system. Severe stresses on the joints may also occur. Such stresses, buckles, or bends are prevented by the use of expansion

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joints or by installing offsets, “U” bends, coil loops, or similar arrangements in the tube assembly. These specially shaped tube segments take up expansion and contraction without excessive stress. The expansion of a length of copper tube may be calculated from the formula:

Temperature Rise (°F) × Length (feet) × 12 (inches per foot) × Expansion Coefficient (in. per in. per °F) = Expansion (inches), or

Temperature Rise (°C) × Length (meter) × 1000 (mm per meter) × Expansion Coefficient (mm per mm per °C) = Expansion (mm).

Calculations for expansion and contraction should be based on the average coefficient of expansion of copper, which is 0.0000094 per °F (1.692 × 10-5 per °C), between 70°F (21°C) and 212°F (100°C). For example, the expansion of each 100 feet (3048 mm) of length of any size tube heated from room temperature (70°F) (21°C) to 170°F (77°C) (a 100°F (38°C) rise) is 1.128 inches (28.7 mm).

100° × 100 ft. × 12 in./ft. × 0.0000094 in./in./°F = 1.128 in., or
55.6° × 30.48 m × 1000 mm/m × 1.692 × 10-5 mm/mm/°C = 28.7 mm

3.2 Tube Supports - See Table 3-2 and Section 314.0 in the Uniform Plumbing Code.

3.3 Bending.

3.3.1 Copper tube, properly bent, will not collapse on the outside of the bend and will not buckle on the inside of the bend. Tests demonstrate that the bursting strength of a bend copper tube can be greater than it was before bending. Because copper is readily formed, expansion loops and other bends necessary in an assembly are quickly and simply made if the proper method and equipment are used. Simple hand tools employing mandrels, dies, forms, and fillers, or power-operated bending machines are used.

Both annealed tube and bending-temper tube can be bent with hand benders. The proper size bender for each size tube must be used. Usually the size of the tool corresponds to the nominal outside diameter of the tube, not the standard tube size. For a guide to the typical bend radii, see the following bending guide for copper tube.

ADOPTED: 1969

REVISED: 1973, 1975, 1987, 1989, 1993, 2000, 2003, 2006

BENDING GUIDE FOR COPPER TUBE
TUBE SIZE,TUBE TYPETEMPERMINIMUM BEND RADIUS,TYPE OF BENDING EQUIPMENT
INCHES(mm)INCHES(mm)
*When bending by hand, without the use of bending equipment, a circular wooden disc is used. The radius of the disc should be about ¼ to ½ inch less than the minimum bend radius shown.
¼(6.4)K, LAnnealed¾(19.1)Lever type
3/8(9.5)K, LAnnealed(38)Lever or gear type
  3(76)None; by hand*
K, L, MDrawn(44)Gear type
½(12.7)K, LAnnealed(57)Lever or gear type
  (114)None; by hand*
K, L, MDrawn(64)Gear type
¾(19.1)K, LAnnealed3(76)Lever or gear type
K (114)None; by hand*
L 6(152)None, by hand*
KDrawn3(76)Gear type
K,L 4(102)Heavy-duty gear type
1(25.4)K, LAnnealed4(102)Gear type
  (191)None; by hand*
(32)K, LAnnealed9(229)None; by hand*

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378

INSTALLATION STANDARD FOR TILE-LINED SHOWER RECEPTORS (AND REPLACEMENTS) IAPMO IS 4-2006

FORWARD

This standard specification for the installation of tile-lined shower receptors is the result of extensive study and research by the following:

Ceramic Tile Institute of America

Associated Tile Contractors of Southern California, Inc.

Tile Layers Local No. 18 of I.U.B.A.C, United States and Canada

Tile Helpers Local No. 18 of I.U.B.A.C., of the United States and Canada

APPROVED CONSTRUCTION OF TILE-LINED SHOWER RECEPTORS

STANDARD SPECIFICATION FOR THE INSTALLATION OF TILE-LINED SHOWER RECEPTORS

Figure 1

FIGURE 1

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1.0 SCOPE.

1.1 Installation and material of tile-lined shower receptors shall comply with this standard and the current edition of the Uniform Plumbing Code [UPC]™, published by the International Association of Plumbing and Mechanical Officials (IAPMO).

Note: The following sections of the Uniform Plumbing Code shall apply.

411.1Floor drains
411.5Shower receptors
411.6Shower receptor approval
411.7Shower compartments
411.8On-site built-up shower
411.9Floors of public shower rooms

2.0 GENERAL REQUIREMENTS.

2.1 Inspection of Work. All surfaces prepared by others shall be inspected by the tile installer be fore starting tile work and all unsatisfactory conditions reported to the Administrative Authority. Starting tile work by the tile installer shall be considered as acceptance of surfaces prepared by others.

2.2 Surface. All surfaces to receive tile work shall be clean, structurally sound, and conform in every way to the local building code.

Note: No tile work shall proceed until the pan and drain construction has been inspected and approved by the Administrative Authority, where required.

3.0 PRODUCT REQUIREMENTS.

3.1 Materials.

3.1.1 Tile Quality and Grade – Tile shall comply with American National Standard Specification for Ceramic Tile, A137.1 (equivalent to and incorporating U.S. Dept. of Commerce Simplified Practice Recommendation, R61-61 and Federal Specification SS-T-308b, Tile, Floor, Wall, and Trim Units, Ceramic), or CTI 69.5.

3.1.2 Cement. Cement shall be portland cement type I or type II, conforming to ASTM C 150.

3.1.3 Sand. Sand shall be damp, clean and graded ASTM C 778.

3.1.4 Water. Water shall be potable.

3.1.5 Reinforcing shall be 2.5 lbs. per sq. yard (1.1 kg per m2) or greater galvanized metal lath conforming to ANSI A42.3 or 2 inches × 2 inches (51 mm × 51 mm), 16/16 gage or 3 inches × 3 inches (76 mm × 76 mm) mesh, 13 × 13 gage or 1 ½ inches × 2 inches (38 mm × 51 mm) mesh, 16 × 13 gage steel, wire conforming to ASTM A 82 and ASTM A 185.

3.1.6 Asphalt shall conform to Federal Specification A-A-50694 OR ASTM D 1227.

3.1.7 Plastic Roof Cement shall conform to Federal Specifications SS-C-153.

3.1.8 Water Resistant Felt Membrane. The water resistant felt membrane shall be at least 15 lb. (6.8 kg) asphalt saturated felt conforming to ASTM D 2626.

3.1.9 Plastic Membrane shall comply with ANSI A118.10.

3.1.10 Other Membranes – Where the Administrative Authority approves their use, non-metallic sub-pans or linings or lead sheets weighing not less than 4 lbs. per sq. foot (191.5 Pa) and copper pans of at least No. 24 B & S gage (Brown & Sharp 0.0201 inches) or greater in thickness may be used.

3.1.11 Waterproofing Admixture – The mortar bed of the receptor shall be mixed with a waterproof admixture approved by the Administrative Authority in the amounts allowed by such approval.

3.2 CURRENTLY APPROVED MORTAR ADDITIVES

Anti-Hydro—1 qt. (0.95 1) per sack of cement.

Plastiment—1 lb. (0.5 kg) of powder per sack of cement.

Plastiment—2 oz. (56.7 g) of fluid per sack of cement.

Sika 3A—1 qt. (0.95 I) per sack of cement.

Suconem (Red Label)—1 pint (0.47 I) per sack of cement.

4.0 INSTALLATION REQUIREMENTS.

4.1 Shower Drains – An approved type shower floor drain with sub-drain shall be installed with every such shower membrane. Flange of each sub-drain shall be accurately set exactly level with sloping sub-floor and shall be equipped with a clamping ring or other approved device to make a tight connection between the membrane and the sub-drain. The sub-drain shall have weep holes into the waste line. The weep holes located in the subdrain clamping ring shall be protected from becoming clogged during the placement of finish materials. The drain shall be of such design that there will be not less than 2″ (51 mm) depth from the top of the sub-drain flange to top of the strainer. Unless otherwise approved by the Administrative Authority, drains shall be located in the approximate center of the shower area. [UPC 411.6]

4.2 Sloping Sub-Floor and Shower Membrane All lining materials shall be pitched one quarter (¼) inch per foot (20.8 mm/m) to weep holes in the sub-drain by means of a smooth and solidly formed

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sloping sub-base. All such lining materials shall extend upward on the side walls and rough jambs of the shower opening to a point not less than three (3) inches (76mm) above the top of the finished dam or threshold and shall extend outward over the top of the rough threshold and be turned over and fastened on the outside face of both the rough threshold and the jambs.

4.2.1 Non-metallic shower sub-pans or linings may be built-up on the job site of not less than three (3) layers of standards grade fifteen (15) pound (6.8 kg) asphalt impretgnated roofing felt. The bottom layer shall be fitted to the formed sub-base and each succeding layer thoroughly hot-mopped to that below, with hot asphalt conforming to Fed. Spec. SS-A0666 Type Z, Grade 2, Class A on the basis of twenty (20) pounds (9.1 kg) of asphalt per layer per square. All corners shall be carefully fitted and shall be made strong and water-tight by folding or lapping, and each corner shall be reinforced with suitable webbing hot-mopped in place. All folds, laps, and reinforcing webbing shall extend at least four (4) inches (102 mm) inches (102mm) in all directions from the corner and all webbing shall be of approved type and mesh, producing a tensile strength of not less than fifty (50) pounds per square inch (344.5 kPa per square meter) in either directions.

4.2.2 Non-metallic shower sub-pans or linings may also consist of single or multi-layers of other approved equivalent materials, suitably reinforced and carefully fitted in place on the job site, as elsewhere required in this section according to manufacturer's recommended installation procedures.

Where flexible plastic sheet membrances are used, corners shall be carefully constructed by folding or bonding of prefabricated reinforcing corner. Joints in flexible plastic sheeting shall be constructed with the appropriate solvent bonding liquid, bodied solvent cement, or thermal welding.

4.2.3 Where lead and copper pans are used as membranes, the installation shall be made in similar manner as required for felt memberances except the sphalt moppings, and in addition the pans shall be insulated from all concrete and mortar surfaces and from all conducting substances other than their connecting drain by 15 lb. (6.8 kg) asphalt saturated felt or an approved equivalent hot mopped to the lead or copper pan. Joints in lead and copper pans shall not be soldered, but shall be burned or silver brazed respectively.

4.2.4 All linings shall be properly recessed and fastened to approved backing so as not to occupy the space required for the wall covering and shall not be nailed or perforated at any point which will be less than one (1) inch (25.4 mm) above the finished dam or threshold.

4.3 Tests. Upon installation, all linings shall be tested for water tightness by being filled to the top of the rough threshold with water for a period of time sufficient to established their water tightness. (Usually twenty-four (24) hours with no loss of water. See the local Administrative Authority for exact time limit.)

A test plug shall be so placed that both the upper and under sides of the lining shall be subjected to test at its point of contact with the sub-drain. When the test plug is removed, all of the test water shall drain out by gravity through the weep holes. A ring of non-absorbent material must be placed around the weep holes to keep them open when the finish materials are installed.

4.4 Receptor. Shower floor shall be of ceramic tile set in portland cement mortar mixed in the proportion of one (1) part portland cement to four (4) parts of mortar sand by volume and shall be provided with an approved shower drain designed to make a water-tight joint at the floor. The mortar mixture shall be of such consistency that a troweled surface readily assumes a smooth screeded surface. All concrete mortar bases shall be mixed with an approved waterproofing admixture and properly reinforced with 2.5 lbs. per square yard (1.1 kg per square m) or more galvanized metal lath or 2 inches × 2 inches (51 mm × 51 mm), 16/16 gage or 3 inches × 3 inches (76 mm × 76 mm) mesh, 13 × 13 gage or 1½inches × 2 inches (38 mm × 51 mm) mesh, 16 × 13 gage cold drawn welded steel wire fabric located in the approximate center of the mortar bed and extending at least 3 inches (76 mm) at any point. The finished floor shall be not less than 2 inches (51 mm) measured from the top surface of the memberance. The high point of the title floor shall be not less than 2 inches (51 mm) or more than 9 inches (229 mm) below the top of the finished dam and shall have a minimum of ¼ inch (6.4 mm/m) and a maximum of ½ inch (19.1 mm/m) pitch per foot toward the drain. Shower walls to a minimum height of 3 inch (76 mm) and not less than 1 inch (25.4 mm) above the finished dam shall be lined with ceramic tile set in portland cement mortar.

4.5 Floors of public shower rooms shall have a nonskied surface and shall be drained in such a manner that waste water from one bather will not pass over areas occupied by other bathers. Gutters in public or gang shower rooms shall have rounded corners for easy cleaning and shall be sloped not less than two (2) percent toward drains. Drains in such gutters shall be spaced not more than eight (8) feet (2,438 mm) from side walls or more than sixteen (16) feet (4,877 mm) apart.

4.6 Shower walls, including shower walls over bath tubs, shall be constructed of dense, non-absorbent

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waterproof materials, such as ceramic tile set in portland cement mortar or approved cementitious backer unit when no materials are adversely affected by moisture to a height of not less than six (6) feet (1,829 mm) above the floor.

FIGURE 2

FIGURE 2

ADOPTED: 1966

REVISED: 1977, 1982, 1990, 1992, 1996, 2003, 2006

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INSTALLATION STANDARD FOR ABS BUILDING DRAIN, WASTE, AND VENT PIPE AND FITTINGS IAPMO IS 5-2006

1.0 SCOPE.

1.1 This installation standard shall apply to ABS building drain, waste and vent systems as governed by the Uniform Plumbing Code. Material Standard ASTM D 2661, “Standard Specification of Acrylonitrile-Butadience-Styrene (ABS) Schedule 40 Plastic Drain, Waste and Vent Pipe and Fittings,” or ASTM F 628,“Acrylonitrile-Butadiene-Styrene (ABS) Schedule 40 Plastic, Drain, Waste and Vent Pipe with a Cellular Core,” shall form a part of this standard.

1.2 Installation, materials and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM as published by the International Association of Plumbing and Mechanical Officials and shall also comply with this standard.

Note: The Building Official shall be consulted about penetration of fire separations, height and area or other limitations.

Note: The following sections of the Uniform Plumbing Code apply.

*Although referenced in this standard, some of the fittings shown in the standard are not acceptable under the Uniform Plumbing Code.
101.4.1.1Repair and Alterations
103.5Inspections
203.0Definition ABS
301.1Minimum Standards
311.8Screwed Fittings
310.0Workmanship
311.0Prohibited Fittings and Practices
313.0Protection of Piping, Materials and Structures
314.0Hangers and Supports
316.1.1Threaded Joints
316.1.6Type of Joints— Solvent Cement Plastic Pipe Joints
316.2.3Plastic Pipe to Other Material
316.3.1Flanged Fixture Connections
316.4Prohibited Joints and Connections
317.0Increasers and Reducers
408.4Closet Flanges
701.0Materials(Drainage)
707.1Cleanout Fittings
903.0Materials(Venting)
903.3Straining or Bending Pipe
1003.0Traps Described
1101.3Materials Uses
Table 14-1 
Pipe and FittingsASTM D 2661
ASTM D 3311
ASTM D 2122
ASTM F 402
ASTM F 628

ABBREVIATIONS

ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Pipe.

ABS pipe is furnished in straight lengths. The pipe is black in color. The pipe wall is the same thickness as that of Schedule 40 (IPS) standard steel pipe.

ABS pipe marking shall be in accordance with ASTM D 2661 or ASTM F 628. [UPC 301.1.2, 716.0]

2.1.2 Fittings.

Fittings are black. Refer to Tables in ASTM D 2661 and ASTM D 3311 for dimensions and tolrances for pipe, fitting sockets, and laying lengths.

ABS fittings markings shall be in accordance with ASTM D 2661 or ASTM F 628. [UPC 301.1.2, 701.0, 903.0]

2.1.3 Solvent Cement.

Solvent cement shall be as specified in ASTM D 2235. Solvent cement labels shall be in accordance with ASTM D 2235.

2.2 Protection of Piping.

2.2.1 Storage.

Pipe and fittings should not be stored in direct sunlight. However, exposure to direct sunlight during normal construction periods is not considered harmful. Pipe shall be stored in such a manner as to prevent sagging or bending.

Although referenced in this standard, some of the fittings shown in the standards are not acceptable under the Uniform Plumbing Code.

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2.2.2 Expansion And Contraction.

Thermal expansion and contraction of plastic drain waste and vent systems shall be taken into consideration. Thermal expansion and contraction may be controlled by several methods: offset, expansion joints, or restraints. Regardless of methods utilized, certain conditions shall be met.

  1. Support, but do not rigidly restrain piping at changes of direction.
  2. Do not anchor pipe rigidly in walls.
  3. Holes through framing members must be adequately sized to allow for free movement.

DWV installations with frequent changes in direction will compensate for thermal expansion and contraction. Expansion joints may be utilized in vertical straight runs in excess of thirty (30) feet (9,144mm) provided they are installed per manufactuer's installation instructions.

Except piping buried below ground, horizontal and vertical piping should be installed with restraint fittings or a minimum twenty-four (24) inches (610 mm) 45° offset every thirty (30) feet (9144 mm).

Thermal expansion for installations subject to temperature changes may be determined from Table 1. The linear expansion shown is independent of the diameter of the pipe. [UPC 313.0]

2.2.3 Exposed Piping.

Piping shall not be exposed to direct sunlight. Exception: Vent piping through roof. Plumbing vents through roof, exposed to sunlight, shall be protected by water base synthetic latex paints. Adequate support shall be provided where ABS piping is exposed to wind, snow, and ice loading.

2.2.4 Protection From Damage.

Piping passing through wood studs or plates shall be protected from puncture by steel nail plates not less than 18 gauge. Piping shall be protected from concrete form oil. [UPC 313.9]

2.2.5 Anti-Freeze Protection.

Anti-Freeze Protection – ABS pipe and traps can be protected from freezing by the use of one of the following solutions or mixtures:

  1. 4 quarts (3.8 liters) of water mixed with 5 quarts (4.8 liters) of glycerol
  2. 2½ lbs. (1.1 kg) of magnesium chloride dissolved in one gallon (3.8 liters) of water
  3. 3 lbs. (1.4 kg) of table salt dissolved in one gallon (3.8 liters) of water.

The salt solutions are effective to approximately 10°F (-12°C). If lower temperatures are anticipated, the pipe should be drained are glycerol solution should be used. [UPC 313.6]

2.2.6 Piping Installed in Fire Resistive Construction.

All piping penetrations of fire resistance rated walls, partitions, floors, floor/ceiling assemblies, roof/ceiling assemblies, or shaft enclosures shall be protected in accordance with the requirements of the California Building Code and IAPMO Installation Standards. [UPC 313.7]

2.3 Hangers and Supports.

2.3.1 Abrasion.

Hangers and straps shall not compress, distort, cut, or abrade the piping and shall allow free movement of pipe. Pipe exposed to damage by sharp surfaces shall be protected. [UPC 314.0]

2.3.2 Support.

Support all piping at intervals of not more than four (4) feet (1,219 mm), at end of branches, and at change of direction or elevation. Support shall allow free movement, but shall restrict upward movement of lateral runs so as not to create reverse grade. Vertical piping shall be supported at each story or floor level. Alignment of vertical piping shall be maintained between floors with the use of a mid-story guide. Support trap arms in excess of three (3) feet (914 mm) in the length as close as possible to the trap. Closet rings shall be securely fastened with corrosive resistant fasteners to the floor with the top surface one-quarter (¼) inch (6.4 mm) above the finish floor. [UPC 314.0]

2.4 Traps.

2.4.1 Connection to Traps.

Traps shall be connected by means of listed trap adapters. [UPC 1003.0]

2.5 Joints.

2.5.1 Caulked Joints.

Make connections or transitions to bell-and-spigot cast iron soil pipe and fitting, and to bell-and-spigot pipe and fittings of other materials with listed mechanical compression joints designed for this use, or caulked joints made in an approved manner. In caulking, pack the joint with oakum or hemp and fill with molten lead to a depth of not less than (1) inch (25.4 mm). Allow a period of four (4) minutes for cooling, following which, caulk the lead at the inside and outside edges of the joint. Lead shall not be overheated. Heat lead to melting point only. [UPC 705.1]

Note: Caulked joints should be avoided if possible.

2.5.2 Solvent Cement Joints.

2.5.2.1 Selection. Solvent cement shall be recommended for ABS by the manufacturer. Follow manufactuer’s recommendations for types of solvent cement for such conditions as temperature over 100° F(38°C), or humidity over 60%. [UPC 316.1.6]

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TABLE 1
THERMAL EXPANSION TABLE

Chart Shows Length Changes in Inches vs. Degrees Temperature Charge
Coefficient of Linear Expansion: e = 5.5× 10-5 in/in °F
Length (feet)40°F50°F60°F70°F80°F90°F100°F
200.5360.6700.8040.9381.0721.2061.340
401.0701.3401.6101.8802.0502.4202.690
601.6092.0102.4102.8203.2203.6204.020
802.1432.6803.2203.7604.2904.8305.360
1002.6803.3504.0204.7005.3606.0306.700
TABLE 1 (METRIC)
THERMAL EXPANSION TABLE

Chart Shows Length Changes in Millimeters vs. Degrees Temperature Change
Image
Length(mm)4°C10°C16°C21°C27°C32°C38°C
609613.617.020.423.827.230.634.0
1219227.234.040.847.852.161.568.3
1828840.951.161.271.681.892.0102.1
2438454.468.181.895.5110.0122.7136.1
3048068.185.1102.1119.4136.1153.2170.2
Example:
Highest Temperature expected100°F (38°C)
Lowest Temperature expected50°F (10°C)
 50°F (10°C)

Length of run – 60 feet (18,288 mm) from chart, read 2.010 inches (51 mm) linear expansion that must be provided for.

2.5.2.2 Handling (to maintain effectiveness). Solvent cement containers no larger than 1 gallon (3.8 liters) should be used in the field (to avoid thickening due to evaporations). Keep container closed and in the shade when not in use. Keep application submerged in solvent cement between application. When solvent cement becomes thicker, THROW IT AWAY. Solvent cement shall NOT be thinned.

2.5.2.3 Size of Applicator. Applicator should be about one half the pipe diameter. Do not use small applicator on large pipes. Ordinary pure bristle paint brust or applicators furnished with product are satisfactory.

2.5.2.4 Application. Solvent cement shall be applied deliberately, but without delay (two people may be needed to make large joints). Use special care when temperature is over 100°F (38°C) or humidity is over 60%.

2.5.3 SAFETY REQUIREMENTS AND PRECAUTIONS.

2.5.3.1 General. Solvents contained in ABS plastic pipe cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this appendix should be followed to avoid injury to personnel and the hazard of fire.

2.5.3.2 Safety Precautions. Prolonged breathing of solvent vapors should be avoided. When pipe and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.

2.5.3.3 Solvent cement should be kept away from all sources of ignition, heat, sparks and open flame.

2.5.3.4 Containers for Solvent cements should be kept tightly closed except when the cement is being used.

2.5.3.5 All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.

2.5.3.6 Most of the solvents used in ABS pipe cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields is advisable where the possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 minutes and call a physician immediately.

2.5.3.7 Repeated contact with the skin should be avoided. Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact

385

with the skin is likely. Application of the solvents or solvent cements with rags and bare hand is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

Step 1 Cut pipe square with hand saw and miter box, mechanical cut-off saw, or tube cutter designed for plastic.

Step 2 Ream inside and chamfer outside of pipe (to eliminate all burrs).

Step 3 Clean all dirt, moisture, and grease from pipe and socket. Use a clean, dry rag.

Step 4 Check dry fit of pipe in fitting. Pipe should enter fitting socket from 1/3 to ¾ depth of socket.

Step 5 Apply a light coat of ABS solvent cement to inside of socket using straight outward strokes (to keep excess solvent out of socket). This is also to prevent solvent cement damage to pipe. For loose fits, apply a second coat of solvent cement. Time is important at this stage. See Section 2.5.2.4.

Step 6 While both the inside socket surface and the outside surface of the pipe are SOFT and WET with solvent cement, forcefully bottom the pipe in the socket, giving the pipe a one-quarter turn, if possible. The pipe must go to the bottom of the socket.

Step 7 Hold the joint together until tight (partial set).

Step 8 Wipe excess cement from the pipe. A properly made joint will normally show a bead around its entire perimeter. Any gaps may indicate insufficient cement or the use of light bodied cement on larger diameters where heavy bodied cement should have been used.

Step 9 The system shall not be tested until the joints have cured (set) at least as long as recommended by the manufacturer.

2.5.4 Threaded Joints.

Threads on iron pipe size (IPS) pipe and fittings shall be standards listed in Table 14-1. Threads on tubing shall be approved types. Threads on plastic pipe shall be factory cut or molded. Threaded plastic pipe shall be Schedule 80 minimum wall thickness. Tubing threads shall conform to fine tubing thread standards. When a pipe joint material is used, it shall be applied only on male threads and such materials shall be approved types, insoluble in water and nontoxic. Cleanout plugs and caps shall be lubricated with water-in-soluble, non-bardening material or tape. Only listed thread tape or thread lubricants and sealants specifically intended for use with plastics shall be used on plastic threads. Conventional pipe thread compounds, putty, linseed oil base products, and unknown lubricants and sealants shall not be used on plastic threads. [UPC 316.1.1]

2.5.5 Special Joints.

2.5.5.1 Plastic Pipe to Other Materials.

When connecting plastic pipe to other types of piping, use only listed fittings and adapters, designed for the specific transition intended. [UPC 316.2.3]

2.6 Prohibited Joints and Connections.

  1. Drainage system – Any fitting or connection which has an enlargement, chamber, or recess with a ledge, shoulder, or reduction of pipe area, that offers an obstruction to flow through the drain is prohibited.
  2. No fitting or connection that offers abnormal obstruction to flow shall be used. The enlargement of a three (3) inch (76 mm) closet bend or stub to four (4) inches (102 mm) shall not be considered an obstruction. [UPC 316.4]

ADOPTED: 1966

REVISED: 1971, 1974, 1975, 1976, 1977, 1981, 1982, 1983, 1987, 1989, 1990, 1992, 2003, 2006

386

INSTALLATION STANDARD FOR HUBLESS CAST IRON SANITARY AND RAINWATER SYSTEMS IAPMO IS 6-2006

1.0 SCOPE.

1.1 This installation standard is for use with listed systems of hubless cast iron pipe and fittings, utilizing listed couplings.

1.2 This standard shall serve to supplement any existing applicable standards and requirements of appropriate codes and laws regulating use of hubless cast iron pipe and fittings in building sewer, drainage, waste, vent, and rainwater systems, and to provide the necessary requirements for installation, use and inspection of piping and fittings for this purpose. This system may be used in any location where cast iron pipe is acceptable under the Uniform Plumbing Code.

1.3 The provisions of this standard are not intended to prevent the use of any alternate material or method of construction, provided it meets the requirements of the standard.

Note: The following sections of the Uniform Plumbing Code apply to this standard:

101.4.1.1Repair and Alterations
301.1Minimum Standards (Material)
310.0Workmanship
311.0Prohibited Fittings and Practices
313.0Protection of Piping, Materials, and Structures
314.0Hangers and Supports
316.4Prohibited Joints and Connections
317.0Increasers and Reducers
Table 3-1Hanger Rod Sizes
Table 3-2Hanger and Support Spacing
408.4Closet Flanges
701.0Materials (Drainage)
705.1Type of Joints
705.3.2Expansion Joints
707.13Blind Plugs
712.2 and 712.3Water and Air Testing
Table 7-3Drainage Fixture Unit Values (DFU)
Table 7-5Maximum Unit Loading and Maximum Length
903.0Materials (Venting)
1003.0Traps Described
Chapter 11Storm Drainage
1101.3Materials Uses
1101.11Roof Drainage
Table 14-1Plumbing Material Standards

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

Hubless pipe, fittings, and couplings shall be manufactured in strict compliance with appropriate standards acceptable to IAPMO. [UPC 301.1]

2.2 Markings.

2.2.1 All hubless system components shall be clearly marked with the following:

  1. Manufacturer's name or manufacturer's registered trademark; the markings shall be adequate to readily identify the maker or manufacturer to the end user of the product;
  2. Products listed by IAPMO that are covered by this standard shall be labeled with the designated IAPMO certification mark;
  3. Country of origin; and
  4. Any other markings required by law.

2.2.2 Pipe shall be legibly and continuously marked along the full length of the barrel. [UPC 301.1.2]

2.2.3 Markings on fittings shall be cast raised letters and not be located in the W dimension as found in the product standard. With the exception of the fittings with notations in the standards allowing for optional positioning lugs fittings have a raised lug. When properly positioned, the gasket in other than wider body couplings will rest against but will not cover the lug. Gaskets for wider body couplings will cover the lug. [UPC 301.1.2]

2.3 All installations shall be made so that the components can be readily identified. When laying hubless pipe in a ditch, the identification shall be on the top side of the pipe. When in walls, the identification shall be on a side readily visible to the inspector.

2.4 Workmanship.

All piping systems shall be installed and supported in a workmanlike manner. [UPC 310.0]

2.5 Hangers and Supports.

Support and stability of all components of a hubless cast iron sanitary and rainwater system shall be given prime consideration. [UPC 314.0]

387

2.5.1 Vertical hubless systems shall be supported per Table 3-2 of the Uniform Plumbing Code.

2.5.2 Horizontal hubless systems shall be supported per Table 3-2 of the Uniform Plumbing Code. Supports shall be adequate to maintain alignment and prevent sagging and shall be placed within eighteen (18) inches (457 mm) of the joint.

2.5.3 Joints shall be supported at least at every other joint except that when the developed length between supports exceeds four (4) feet (1,219 mm) they shall be provided at each joint. Supports shall also be provided at each horizontal branch connection. Such support shall be placed immediately adjacent to the coupling.

2.5.4 Suspended lines shall be suitably braced to prevent horizontal movement.

2.5.5 Closet bends, trap arms, and similar branches shall be secured against movement in any direction.

2.5.6 Hubless systems, in the ground shall be laid on a firm bed for its entire length except where support is otherwise provided which is adequate in the judgement of the Administrative Authority. [UPC 314.3]

Vertical sections and their connecting branches shall be adequately staked and fastened to driven steel pipe or reinforcing bars so as to remain stable while backfill is placed or concrete is poured.

2.6 Joints.

During installation assembly, hubless pipe and fittings shall be inserted into the gasket and firmly seated against a center stop. Center stop ring or fittings shall not create an enlargement chamber or recess with a ledge, shoulder, or reduction of pipe area or offer an obstruction to flow. In order to provide a sound joint with field cut lengths of pipe, the ends shall be cut square. Coupling assemblies shall be properly positioned and uniformly tightened to the torque required. The use of an adequate torque wrench recommended by the manufacturer of the coupling assemblies shall be used. [UPC 705.1]

2.6.1 Listed adapters designed for the specific transition intended shall be used for the intermembering transition of different piping materials.

2.6.2 The connection of closet rings, floor and shower drains, and similar "slip over" fittings to hubless pipe and fittings and the connection of hubless pipe and fittings to conventional pipe hubs shall be accomplished by the use of caulked lead joints, or other listed connections.

ADOPTED: 1966

REVISED: 1972, 1974, 1975, 1982, 1989, 1991, 1993, 1995, 2000, 2003, 2006

388

INSTALLATION STANDARD FOR POLYETHYLENE (PE) COLD WATER BUILDING SUPPLY AND YARD PIPING IAPMO IS 7-2008

1.0 SCOPE.

1.1 This standard shall govern the installation of polyethylene (PE) cold water building supply and yard piping. (See Section 604.1 of the Uniform Plumbing Code and Section 2.7 of this standard for allowable location and pressure). Installation, material and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this standard. The terms pipe and piping are used throughout this document and are intended to include both polyethylene tubing and polyethylene pipe.

Note: The following sections of the Uniform Plumbing Code apply to polyethylene piping.

103.5.3Testing of Systems
218.0Definition of PE
310.0Workmanship
313.0Protection of Piping, Materials, and Structures
314.0Supporting in the Ground
315.0Backfilling
316.2.3Connection to Other Materials
Chapter 6Water Distribution
609.0Locations
609.1Depth of piping
609.4Testing
Table 14-1Metallic Fittings
 IAPMO PS 25
 Plastic Insert Fittings
 ASTM D 2609
 Butt Heat Fusion PE Plastic Fittings
 ASTM D 3261
 PE Pipe
 ASTM D 2239
 ASTM D 3035
 ASTM F 714
 PE Tubing
 ASTM D 2737
 Heat Fusing Joining
 ASTM F 2620
ABBREVIATIONS
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
PSMaterial and Property Standard published by IAPMO
UPCUniform Plumbing Code published by IAPMO

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Material. Material shall conform to the appropriate standard in Table 14-1.

2.1.2 Pipe. PE pipe is plastic and typically colored black. It is not mandatory to use color to identify piping service.

2.1.3 Fittings. Fittings are copper alloy or nylon barbed insert fittings for ASTM D 2239 PE piping or butt fusion fittings for ASTM D 2737, ASTM D 3035 or ASTM F 714 PE piping.

2.2 Markings.

2.2.1 Piping. PE pipe markings shall be in accordance with either ASTM D 2239, ASTM D 2737, ASTM D 3035 or ASTM F 714. [UPC 301.1.2]

2.2.2 Fittings.

2.2.2.1 Plastic insert fittings for joining ASTM D 2239 PE pipe shall be marked in accordance with ASTM D 2239. [UPC 301.1.2]

2.2.2.2 Butt fusion fittings for joining ASTM D 2737, ASTM D 3035 or ASTM F 714 PE pipe shall be marked in accordance with ASTM D 3261. [UPC 301.1.2]

2.2.3 Bands. Bands for plastic insert fittings shall be marked with at least the following:

  1. Manufacturer's name or trademark;
  2. Model;
  3. Stainless steel, Series 300; and
  4. Bands listed by IAPMO that are covered by this standard shall be labeled with the UPC logo to show compliance with this standard.

2.2.4 Position of Markings. The identifying markings on pipe and fittings shall be visible for inspection with-out moving materials.

389

2.3 Protection of Piping.

2.3.1 Storage. Unprotected pipe should not be stored in direct sunlight. The pipe shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.).

2.3.2 Thermal Expansion. The pipe shall be snaked in the trench bottom with enough slack to provide for thermal expansion and contraction. The normal slack created by residual coiling is generally sufficient for this purpose. If, however, the pipe has been allowed to straighten before it is placed in the trench, six (6) inches (152 mm) per one hundred (100) feet (30,480 mm) of length shall be allowed for this purpose. [UPC 313.0]

2.3.3 Exposed Piping. Vertical piping may extend a maximum of twenty-four (24) inches (610 mm) above grade when located on the exterior of the building or structure and protected from mechanical damage to the satisfaction of the Administrative Authority. Where exposed to sunlight, the pipe shall be wrapped with at least 0.040 in. (1.02 mm) of tape.

2.4 Trenching and Cover. Trench bottoms shall be uniformly graded and shall be of either undisturbed soil or shall consist of a layer of layers of compacted backfill so that minimum settlement will take place. [UPC 315.0]

2.5 Joints.

2.5.1 General. Polyethylene pipe joints shall be made as follows (See Section 2.2.1). ASTM D 2239 polyethylene piping shall be joined only through the use of mechanical fittings. ASTM D 2737, ASTM D 3035, or ASTM F 714 polyethylene pipes shall be joined by butt fusion of pipe to pipe or through the use of butt fusion fittings.

2.5.2 Procedure.

2.5.2.1 Mechanical fittings for joining only ASTM D 2239 PE pipes shall be made as follows:

Step 1. Pipe shall be cut square, using a cutter designed for plastic pipe, and chamfer ends to remove sharp edges.

Step 2. Place two strap-type stainless steel bands over the pipe.

Step 3. Check that fittings are properly sized for pipe, as tubing fittings are not of proper size.

Step 4. Force the end of the pipe over the barbed insert fittings, making contact with the fitting shoulder (the end of the pipe may be softened by placing in hot water).

Step 5. Position the clamps 180° apart and tighten evenly, so as to make a leak-proof joint. [UPC 316.1]

2.5.2.2 Butt fusion for joining only ASTM D 2737, ASTM D 3035, or ASTM F 714 PE pipes shall be made as follows:

Step 1. Install the pipe/fitting in the fusion machine.

Step 2. Face the pipe/fitting ends to mechanical stops.

Step 3. Align the OD's of the ends to be fused.

Step 4. Heat the ends using in accordance with ASTM F 2620.

Step 5. Remove the heater and apply the fusion force specified in ASTM F 2620.

Step 6. Maintain the fusion force on the joint until it is cool per ASTM F 2620.

2.5.3 Other Joints. Polyethylene pipe shall not be threaded. Joints in polyethylene pipe made with adhesives or “solvent cementing” techniques are prohibited.

2.6 Materials.

2.6.1 Location. Polyethylene piping shall be installed only outside the foundation of any building or structure or parts thereof. If shall be buried in the ground for its entire length except vertical piping may be extended above grade per Section 313.3. It shall not be installed within or under any building or structure or mobile home or commercial coach, or parts thereof. The term "building or structure or parts thereof" shall include structures such as porches and steps, whether covered or uncovered, roofed porte-cocheres, roofed patios, carports, covered walks, covered driveways, and similar structures or appurtenances. [UPC 604.0]

2.6.2 Harmful Materials. Polyethylene that has been in contact with gasoline, lubricating oil, or aromatic compounds, shall not be installed.

2.7 Installation.

2.7.1 Pipe. Kinked pipe shall not be used. PE pipe shall not be flared. [UPC 609.0]

2.7.2 Fittings.

2.7.2.1 Compression type couplings and fittings shall be used only when installing one and on-half (1½) inch (38 mm) and larger pipe. Stiffeners that extend beyond the clamp or nut shall not be used. [UPC 606.0]

2.7.2.2 Butt fusion fittings shall comply with ASTM D 3261.

2.7.3 Bends. Changes in direction may be made by bends. The installed radius of pipe curvature shall be not less than thirty (30) pipe diameters, or the coil radius when bending with the coil. Coiled pipe shall not be bent beyond straight. Bends shall not be permitted closer than ten (10) pipe diameters of any fitting or valve.

390

2.7.4 Maximum Working Pressure. Working pressure shall not exceed 160 psi (1.10 mPa).

2.7.5 Identification. A label shall be fastened to the main electric meter panel stating “This structure has a non-metallic water service”.

2.8 Sizing.

2.8.1 Piping shall be sized in accordance with UPC Section 610.0. When UPC Appendix A is applicable, use UPC Chart A-4 (Copper Tubing Type L). Flow velocity shall not exceed 8 fps (2.4 m/s). [UPC 610.1]

ADOPTED: 1968

REVISED: 1969, 1971, 1972, 1973, 1975, 1978, 1981, 1982, 1983, 1989, 1990, 2003, 2006, 2008

391

392

INSTALLATION STANDARD FOR PVC COLD WATER BUILDING SUPPLY AND YARD PIPING IAPMO IS 8-2006

1.0 SCOPE.

1.1 This standard shall govern the installation of PVC piping (with solvent cemented or elastomeric gasketed joints) in cold water building supply and yard piping. (See Section 2.7 and 2.8 for allowable location and pressure.) Installation, material and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this standard.

Note: The following sections of the Uniform Plumbing Code apply to PVC water piping.

218.0Definition of PVC
310.0Workmanship
313.0Protection of Piping, Materials and Structures
314.0Hangers and Supports
315.0Trenching, Excavation, and Backfill
316.1.6Solvent-Cement Plastic Pipe Joints
316.2.3Plastic Pipe to Other Materials
Chapter 6Water Supply and Distribution
606.2Use of Joints
604.0Materials
609.0Depth of Piping Installation, Testing, Unions, and Location
Chapter 14 
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code published by IAPMO
APPLICABLE STANDARDS
Type of PVC for Pipe and FittingsASTM Standard
PVC 1120 or 1220 PipeD 1784
Bell-End Poly (vinyl chloride) PVC PipeD 2672
PVC Schedule 40D 1785
Type of PVC for Pipe and FittingsASTM Standard
PVC Schedule 80D 1785
PVC 160 psi (1102.4 kPa)(SDR 26)
PVC 200 psi (1378 kPa)(SDR 21)
PVC 250 psi (1722.5 kPa)(SDR 17)
PVC 315 psi (2170.4 kPa)(SDR 13.5)
 D 2241
Fittings 
Schedule 40 (Socket)D 2466
Schedule 80 (Socket)D 2467
Schedule 80 (Threaded)D 2464
Solvent Cement 
PVC Solvent CementD 2564
Primers 
PVC PrimersF 656

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

Material. Materials shall conform to the appropriate standard in Table 14-1 of the Uniform Plumbing Code. [UPC 301.1]

2.2 Pipe and Fittings. Pipe and fittings are manufactured from PVC plastic.

2.3 Markings.

2.3.1 Pipe. PVC pipe markings shall be in accordance with ASTM D 1785 or ASTM D 2241. [UPC 301.1.2]

2.3.2 Fittings. PVC fitting markings shall be in accordance with ASTM D 2464 or ASTM D 2466 or ASTM D 2467. [UPC 301.1.2]

*Note: Size and material designation may be omitted on smaller fittings.

2.3.3 Solvent Cement. Solvent cement container markings shall be in accordance with ASTM D 2564.

2.3.3.1 Color. Solvent cement shall not be purple in color.

2.3.4 Primers. Primer container markings shall be in accordance with ASTM F 656.

2.3.4.1 Color. Primer shall be purple.

2.3.4.2 Position of Markings. The identifying markings on pipe and fittings shall be visible for inspection without moving materials.

2.4 Protection of Piping.

393

2.4.1 Storage. Unprotected pipe should not be stored in direct sunlight. The pipe shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.). Exposure to sunlight during normal construction periods is not harmful. PVC solvent cements should be stored in a cool place, except when actually in use at the job site. The solvent cement manufacturer's specific storage recommendations should be followed. [UPC 313.0]

2.4.2 Alignment. Pipe and fittings shall be aligned properly without strain.

2.4.3 Thermal Expansion. Pipe (except pipe with elastomeric gasketed joints) shall be “snaked” in the trench bottom with enough slack, at least 6 inches (152.4 mm) per 100 feet (30,480 mm), to compensate for thermal expansion and contraction before stabilizing piping. Stabilize piping by bringing it approximately to operating temperature before testing and backfilling by one of the following methods:

  1. Shade backfill. Leave all joints exposed so that they can be examined during pressure test.
  2. Fill with water at operating temperature.
  3. Allow to stand overnight.

2.4.4 Exposed Piping. Vertical piping may extend a maximum of 24 in. (610 mm) above grade when located on the exterior of the building or structure and protected from mechanical damage to the satisfaction of the Administrative Authority. Where exposed to sunlight, the pipe shall be wrapped with at least 0.040 in. (1.0 mm) of tape or otherwise protected from UV degradation.

2.5 Trenching, Cover and Backfill.

2.5.1 Trenching and Cover. Trench bottoms shall be uniformly graded and shall be of either undisturbed soil or shall consist of a layer or layers of compacted backfill so that minimum settlement will take place. [UPC 315.0]

2.5.2 Backfill. Selected backfill shall be used. Tamp the backfill that is placed around the pipe so as to provide firm continuous support and proper compaction. Backfill at least 12 inches (305 mm) over pipes, except that joints shall be left exposed. After inspection and pressure test, complete backfill. [UPC 315.4]

2.5.3 Elastomeric Joints. Backfill immediately after installing pipe.

Note: This is to maintain equal spaces within the joints for contraction and expansion.

2.6 Joints.

2.6.1 Solvent Cement Joints.

2.6.1.1 Selection. Follow manufacturer's recommendations for types of solvent cement for such conditions as temperature over 100°F (38°C), humidity over 60% or use of Schedule 80 fittings. [UPC 316.0]

2.6.1.2 Handling (to maintain effectiveness). Package solvent cement in containers no larger than 1 quart (1 liter). Keep solvent cement can closed and in the shade when not in use. Keep applicator submerged in solvent cement between applications. When solvent cement becomes thicker, THROW IT AWAY. Solvent cement shall NOT be thinned.

2.6.1.3 Size of Applicator. Applicator should be about one half the pipe diameter. Do not use small applicator on large pipes.

2.6.1.4 Primers. All solvent cement PVC joints shall be made using a listed primer in compliance with ASTM F 656 and as specified in Section 316.1.6 of the UPC.

2.6.1.5 Application. Solvent cement shall be applied deliberately, but without delay (two men may be needed to make large joints). Use special care when temperature is over 100°F (38°C) or humidity is over 60%.

2.6.1.6 Procedure.

Note: Do not take SHORT CUTS. Most failures are caused by short cuts. DON'T TAKE A CHANCE.

2.6.2 SAFETY REQUIREMENTS AND PRECAUTIONS1

2.6.2.1 General. Solvents contained in PVC plastic pipe cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this appendix should be followed to avoid injury to personnel and the hazard of fire.

2.6.2.2 Safety Precautions. Prolonged breathing of solvent vapors should be avoided. When pipe and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.

2.6.2.3 Solvent cements should be kept away from all sources of ignition, heat, sparks, and open flame.

2.6.2.4 Containers for solvent cements should be kept tightly closed except when the cement is being used.

2.6.2.5 All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.

2.6.2.6 Most of the solvents used in PVC pipe cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields is advisable where the possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 minutes and call a physician immediately.

2.6.2.7 Repeated contact with the skin should be avoided.

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Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact with the skin is likely. Application of the solvents or solvent cements with rags and bare hands is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

CAUTION: Primers are toxic. Don't allow them to touch skin. Suitable gloves are advised.

Step 1. Cut pipe square with hand saw and miter box, mechanical cut-off saw or tube cutter designed for plastic.

Step 2. Ream and chamfer pipe (to eliminate sharp edges, beads, and all burrs).

Step 3. Clean all dirt, moisture and grease from pipe and fitting socket. Use a clean, dry rag.

Step 4. Check dry fit of pipe in fitting. Pipe should enter fitting socket from 1/3 to ¾ depth of socket.

Step 5. Soften inside socket surface by applying an aggressive primer.

Step 6. Soften mating outside surface of pipe to depth of socket by applying a liberal coat of the (aggressive) primer. Be sure entire surface is softened.

Step 7. Again coat inside socket surface with the (aggressive) primer. Then, without delay, apply solvent cement liberally to outside of pipe. Use more than enough to fill any gaps.

Step 8. Apply a light coat of PVC solvent cement to inside of socket using straight outward strokes (to keep excess solvent out of socket). This is also to prevent solvent cement damage to pipe. For loose fits, apply a second coat of solvent cement. Time is important at this stage. See Section 2.6.1.5.

Step 9. While both the inside socket surface and the outside surface of the pipe are SOFT and WET with solvent cement, forcefully bottom the pipe in the socket, giving the pipe a one-quarter turn, if possible. The pipe must go to the bottom of the socket.

Step 10. Hold the joint together until tight.

Step 11. Wipe excess cement from the pipe. A properly made joint will normally show a bead around its entire perimeter. Any gaps may indicate insufficient cement or the use of light bodied cement on larger diameters where heavy bodied cement should have been used.

Step 12. Do not disturb joint for the following periods: 30 minutes minimum at 60°F to 100°F (16°C to 38°C).

1 hour minimum at 40°F to 60°F (4°C to 16°C).

2 hours minimum at 20°F to 40°F (-7°C to 4°C).

4 hours minimum at 0°F to 20°F (-18°C to -7°C). Handle the newly assembled joints carefully during these periods. If gaps (step 11) or loose fits are encountered in the system, double these periods.

Step 13. The system shall not be pressurized until the joints have cured (set) at least as long as recommended by the manufacturer. If manufacturer’s recommendation is not available, the following cure times are required.

2.6.3 Threaded Joints. Joints shall be tightened approximately ½ turn past hand tight, using a strap wrench.

Caution: Handtight refers to number of threads to reach handtight with metal pipe. Pipe can be bottomed in small sizes of PVC by hand pressure alone. Do not overtighten.

2.6.4 Elastomeric Gasketed Joints, Procedure:

Step 1. For field cuts, cut end of pipe square with handsaw and miter box, mechanical saw or a tube cutter designed for plastic.

Step 2. Ream and bevel end of pipe (unless already done by manufacturer).

Step 3. If dirty, remove gasket, clean gasket and groove and replace ring.

Step 4. Mark pipe in a contrasting color to indicate the proper insertion depth as recommended by the manufacturer (unless already done by manufacturer).

Step 5. Apply lubricant recommended by pipe manufacturer to end of pipe. Do not apply lubricant to gasket or the groove unless otherwise specifically recommended by the manufacturer.

Step 6. Insert pipe into fitting until mark on pipe is even with fitting.

Note: This depth of insertion is required to properly allow for thermal expansion and contraction. During joint assembly, the previously installed length of pipe should be held so that the existing joints are not pushed together or pulled apart. DO NOT USE METAL STRAPS, CHAINS (OR THE LIKE) FOR ASSEMBLY.

2.7 Material.

2.7.1 Location. PVC piping shall be installed only outside the foundation of any building or structure or parts thereof. It shall be buried in the ground for its entire length except vertical piping may be extended above grade per Section 2.4.4. It shall not be installed within or under any building or structure or mobile home or commercial coach or parts thereof. The term “building or structure or parts thereof” shall include structures such as porches and steps, whether roofed or not, roofed portecocheres, roofed patios, carports, covered walks, covered driveways and similar structures or appurtenances. [UPC 604.0]

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TABLE 1
MINIMUM CURE TIME, IN HOURS* TEST PRESSURE FOR PIPE
 Sizes ½" to 1 ¼"Sizes 1½" to 3"Sizes 3½" to 8"
(12.7 mm)(32 mm)(38 mm)(76 mm)(89 mm)(203 mm)
TEMPERATURE RANGE DURING CURE PERIODUP TO 180 psi (1240.2 kPa)ABOVE 180 TO 370 psi (1240.2 TO 2549.3 kPa)UP TO 180 psi (1240.2 kPa)ABOVE 180 TO 315 psi (1240.2 TO 2170.4 kPa)UP TO 180 psi (1240.2 kPa)ABOVE 180 TO 315 psi (1240.2 TO 2170.4 kPa)
*If gaps or loose fits are encountered in the system, double these cure times.
60°F-100°F (16°C-38°C)1 hr6 hr2 hr12 hr6 hr24 hr
40°F-60°F (4°C-16°C)2 hr12 hr4 hr24 hr12 hr48 hr
10°F-40°F (-12°C+4°C)8 hr48 hr16 hr96 hr48 hr8 days

2.8 Installation, Testing, and Identification.

2.8.1 Deflection. Elastomeric gasketed pipe may be deflected in accordance with the manufacturer's recommendations provided that it shall not be permanently staked or blocked to maintain this deflection. [UPC 609.0]

2.8.2 Maximum Working Pressure. Maximum working pressure shall be as follows (see chart on following page).

2.8.3 Saddles. PVC pressure pipe saddles are limited to underground use outside the building. The branch of the saddle shall be a minimum of two pipe sizes smaller than the main. Saddles shall be installed as required by their listings.

2.8.4 Thrust Blocking. In lines with rubber gasketed joints, thrust blocks shall be installed at all:

  1. Changes in direction, as at tees and bends.
  2. Changes in size, as at reducers.
  3. Stops, as at dead ends.
  4. Valves, where thrusts may be expected.

Thrust block sizes shall be based on the maximum line pressure, pipe size and kind of soil. Refer to Table 2 for thrust at fittings for a pressure of 100 psi (689 kPa).

TABLE 2
THRUST AT FITTINGS IN POUNDS AT 100 psi
PIPE SIZE INCHES90° Bends45° Bends22½° BendsDEAD ENDS AND TEES
415225115295
2645350180455
935510260660
31,395755385985
1,7809624951,260
42,2951,2456351,620
53,5001,9009752,490
64,9502,7101,3853,550
88,3004,5002,2905,860
1012,8006,9003,5409,050
1218,1009,8005,00012,800
TABLE 3
THRUST AT FITTINGS IN PASCALS AT 689 kPa OF WATER PRESSURE
PIPE SIZE mm90° Bends45° Bends22½° BendsDEAD ENDS AND TEES
381,846.81,001.3511.81,312.8
512,870.31,557.5801.02,024.8
644,160.82,269.51,157.03,937.0
766,207.83,359.81,713.34,383.3
897,921.94,280.92,202.85,607.0
10210,212.85,540.32,815.87,209.0
12715,575.08,455.04,338.811,080.5
15222,027.512,059.56,163.315,797.5
20336,935.020,025.010,190.526,077.0
25456,960.030,705.015,753.040,272.5
30580,545.043,610.022,250.056,960.0

Example for Table 2:

For a pressure of 150 psi (1,033.5 kPa) on a 4 inch (102 mm) tee, Table 2 indicates 1,620 pounds (7,209 N) for 100 psi (689 kPa). Therefore, total thrust for 150 psi (1033.5 kPa) will equal 1½ times 1620 pounds (7,209 N) for a total thrust of 2430 pounds (10,810 N).

To determine the bearing area of thrust blocks, refer to Table 4 for the safe bearing load of the soil and divide the total thrust by this safe bearing load.

TABLE 4
SAFE BEARING LOADS OF VARIOUS SOILS
SOILSAFE BEARING LOAD
 lbs./sq. ft.kPa
Mulch, Peat, etc.00
Soft Clay1,0006,890
Sand2,00013,780
Sand and Gravel3,00020,670
Sand and Gravel Cement with Clay4,00027,360
Hard Shale10,00068,900

Example:Assume a 4,000 pound (17,800 N) total thrust was computed. The soil condition is sand. The required bearing area of the thrust block is 4,000 lbs.

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(17,800 N) divided by 2,000 lbs. (13,780 kPa) or 2 square feet (0.19 m2).

2.9 Testing.

2.9.1 Rubber Gasketed Joints. Properly sized thrust blocks, either permanent or temporary, shall be installed at all required points before testing. See Section 2.8.4. When concrete thrust blocks are installed, wait at least 24 hours before pressure testing.

2.9.2 Solvent Cement Joints. The entire system shall be purged before testing to eliminate all solvent cement vapors and air.

CAUTION: Water test only.

2.9.3 Identification. A label shall be fastened to the main electrical meter panel stating, "This structure has a nonmetallic water service".

2.10 Sizing.

2.10.1 Piping shall be sized in accordance with UPC Section 610.0. When UPC Appendix A is applicable, use UPC Chart A-5 (Fairly smooth). Flow velocity shall not exceed 8 fps (2.4 m/s). [UPC 610.0]

This standard is a combination of sections from the previous standards IS 8 and IS 14. IS 8 was originally adopted in 1968 and revised in 1971, 1972, 1973, and 1975. IS 14 was originally adopted in 1972 and revised in 1975. Upon adoption of this rewrite, IS 14 was deleted.

Rewrite ratified by membership: 1978

Revised: 1980, 1981, 1984, 1986, 1989, 1991, 1992, 1995, 2003, 2006

1Appendix XI, Safety Requirements and Precautions from ASTM D 2564 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings is reprinted with permission from the American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103, copyright.

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TABLE 5
PIPEFITTINGSMAXIMUM WORKING PRESSURE
SCHEDULESIZES
160 psi (SDR 26) (1102.4 kPa)40½" thru 8" incl. (12.7 mm-203 mm)160 psi - 1102.4 kPa
 80½" thru 8" incl. (12.7 mm - 203 mm)160 psi - 1102.4 kPa
200 psi (SDR 21) (1378 kPa)40½" thru 4" incl (12.7 mm - 102 mm)200 psi - 1378 kPa
 80½" thru 8" incl. (12.7 mm - 203 mm)200 psi - 1378 kPa
250 psi (SDR 17) (1722.5 kPa)40½" thru 3" incl. (12.7 mm - 76 mm)250 psi - 1722.5 kPa
 80½" thru 8" incl (12.7 mm - 203 mm)250 psi - 1722.5 kPa
315 psi (SDR 13.5) (2170.4 kPa)40½" thru 1 ½" incl. (12.7 mm - 38 mm)315 psi - 2170.4 kPa
 80½" thru 4" incl. (12.7 mm - 102 mm)315 psi - 2170.4 kPa
Schedule 4040½" thru 1-½" incl. (12.7 mm - 38 mm)320 psi - 2204.8 kPa
 80
 402" thru 4" incl. (51 mm - 102 mm)220 psi - 1515.8 kPa
 80
 405" thru 8" incl. (127 mm - 203 mm)160 psi - 1102.4 kPa
Schedule 8040½" thru 1 ½" incl. (12.7 mm - 38 mm)320 psi - 2204.8 kPa
 402" thru 4" incl. (51 mm - 102 mm)220 psi - 1515.8 kPa
 405" thru 8" incl. (127 mm - 203 mm)160 psi - 1102.4 kPa
 80½" thru 4" incl. (12.7 mm - 102 mm)320 psi - 2204.8 kPa
 805" thru 8" incl. (127 mm - 203 mm)250 psi - 1722.5 kPa

398

LOCATION OF THRUST BLOCKS (STANDARD AND METRIC COMBINED) A COMPARISON OF THRUST-BLOCK AREAS

FIGURE 1

FIGURE 1

399

FIGURE 2

FIGURE 2

400

INSTALLATION STANDARD FOR PVC BUILDING DRAIN, WASTE, AND VENT PIPE AND FITTINGS IAPMO IS 9-2006

1.0 SCOPE.

1.1 This installation standard shall apply to PVC building drain, waste, and vent systems as governed by the Uniform Plumbing Code. Material Standard ASTM D 2665, “Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste and Vent Pipe and Fittings”,shall form part of this installation standard.

1.2 Installation, material and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials and shall also comply with this standard.

Note: The Building Official shall be consulted about penetration of fire separations, height and area, or other limitations.

Note: The following sections of the Uniform Plumbing Code apply.

101.4.1.1Repair and Alterations
103.5Inspections
103.5.3Testing of Systems
218.0Definition PVC
301.1Minimum Standards
311.8Screwed Fittings
310.0Workmanship
311.0Prohibited Fittings and Practices
313.0Protection of Piping, Materials, and Structures
314.0Hangers and Supports
316.1.6Type of Joints–Solvent Cement Plastic Pipe Joints
316.2Special Joints
316.3Flanged Fixture Connections
316.4Prohibited Joints and Connections
317.0Increasers and Reducers
408.4Closet Flanges
701.0Materials (Drainage)
707.1Cleanout Fittings
903.0Materials (Venting)
903.3Straining or Bending Pipe
1003.0Traps Described
1101.3Materials Uses
Table 14-1 Pipe and Fittings 
ASTM D 2665ASTM D 2122
ASTM D 3311 
ABBREVIATIONS
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code

2.0 PRODUCT REQUIREMENTS

2.1 Minimum Standards.

2.1.1 Pipe. PVC pipe markings shall be in accordance with ASTM D 2665. [UPC 301.1.2]

2.1.2 Fittings. PVC fitting markings shall be in accordance with ASTM D 2665 or ASTM D 3311. [UPC 301.1.2]

2.1.3 Solvent Cement. Solvent cement lable markings shall be in accordance with ASTM D 2564.

2.1.3.1 Solvent cements shall not be purple in color.

2.1.4 Primers. Primer container markings shall be in accordance with ASTM F 656.

2.1.4.1 Primer shall be purple.

2.2 Workmanship.

2.2.1 Alignment.

All piping systems components shall be aligned properly without strain. Pipe shall not be bent or pulled into position. Vertical piping shall be maintained in straight alignment between floors with midstory guides.

Pipe and fittings shall be so positioned that identifying markings shall be readily visible for inspection. [UPC 310.0]

2.3 Protection of Piping.

2.3.1 Storage.

Pipe and fittings should not be stored in direct sunlight; however, exposure to sunlight during normal construction periods is not considered harmful. Pipe shall be stored in such a manner as to prevent sagging or bending.

1Although referenced in this standard, some of the fittings shown in the standards are not acceptable under the Uniform Plumbing Code.

2It is common practice to dual mark Schedule 40 DWV and potable water piping in which compliance with each applicable standard is met.

401

2.3.2 Expansion and Contraction.

Thermal expansion and contraction of plastic drain waste and vent systems shall be taken into consideration. Thermal expansion and contraction may be controlled by several methods: offset, expansion joints, or restraints.

Regardless of method utilized, certain conditions shall be met:

  1. Support, but do not rigidly restrain piping at changes of direction.
  2. Do not anchor pipe rigidly in walls.
  3. Holes through framing members must be adequately sized to allow for free movement.

DWV installation with frequent changes in direction will compensate for thermal expansion and contraction.

Expansion joints may be utilized in vertical straight runs in excess of 30 feet (9,144 mm) provided they are installed per manufacturer's installation instructions.

Except piping buried below ground, horizontal and vertical piping should be installed with restraint fittings or a minimum of 24 inches (610 mm) 45° offset every 30 feet (9,144 mm). Thermal expansion for installation subject to temperature changes may be determined from Table 3-1. The linear expansion shown is independent of the diameter of the pipe. [UPC 313.0]

2.3.3 Exposed Piping.

Piping shall not be exposed to direct sunlight.

Exception: Vent piping through roof. Plumbing vents through roof, exposed to sunlight, shall be protected by water base synthetic latex paints.

Adequate support shall be provided where PVC piping is exposed to wind, snow, and ice loading.

2.3.4 Protection from Damage.

Piping passing through wood studs or plates shall be protected from puncture by minimum 1/16 inch (1.6 mm) thick steel plate.

Piping shall be protected from concrete from oil. [UPC 313.9]

2.3.5 Anti-Freeze Protection.

PVC pipe and traps can be protected from freezing by the use of one of the following solutions of mixtures:

  1. 4 quarts (3.8 liters) of water mixed with 5 quarts (4.8 liters) of glycerol.
  2. 2½ lbs. (1.1 kg) of magnesium chloride dissolved in one (1) gallon (3.8 liters) of water.
  3. 3 lbs. (1.4 kg) of table salt dissolved in one (1) gallon (3.8 liters) of water.

The salt solutions are effective to approximately 10°F (-12°C). If lower temperatures are anticipated, the pipe should be drained or the glycerol solution should be used. [UPC 313.6]

2.4 Piping Installed in Fire Resistive Construction.

Where piping is installed and penetrates required fire resistive construction, the fire resistive integrity of the construction shall be as required by the Administrative Authority, or when not established by the Building Code, by qualified testing methods approved by the Administrative Authority. Approval shall be obtained prior to installing any such piping. [UPC 313.7]

2.5.0 Hangers and Supports.

2.5.1 Abrasion.

Hangers and straps shall not compress, distort, cut, or abrade the piping and shall allow free movement of pipe. Pipe, exposed to damage by sharp surfaces, shall be protected. [UPC 314.0]

2.5.2 Support.

Support all horizontal piping at intervals of not more than four (4) feet (1,219 mm), at end of branches, and at change of direction or elevation. Supports shall allow free movement, but shall restrict upward movement of lateral runs so as not to create reverse grade. Vertical piping shall be supported at each story or floor level. Alignment of vertical piping shall be maintained between floors with the use of a mid-story guide. Support trap arms in excess of three (3) feet (915 mm) in length as close as possible to the trap. Closet flanges shall be securely fastened with corrosive resistant fasteners to the floor with top surface one-quarter (¼) inch (6.4 mm) above finish floor. [UPC314.0]

2.6 Traps.

2.6.1 Connection to Traps.

Traps shall be connected by means of listed trap adapters. [UPC 1003.0]

2.7 Joints.

2.7.1 Caulked Joints.

Make connections or transitions to bell-and-spigot cast iron soil pipe fittings, and to bell-and-spigot pipe and fittings of other materials with listed mechanical compression joints designed for this use, or caulked joints made in an approved manner. In caulking, pack the joint with oakum or hemp and fill with molten lead to a depth of not less than one (1) inch (25.4 mm). Allow a period of four (4) minutes for cooling, following which, caulk the lead at the inside and outside edges of the joint. Lead shall not be overheated. [UPC 705.1.1]

2.7.2 Solvent Cement Joints.

(Additional information is available in ASTM D 2855.)

402

TABLE 1
PVC-DWV TYPE 1 THERMAL EXPANSION TABLE

Chart Shows Length Change in Inches vs. Degrees Temperature Change
Coefficient of Linear Expansion: e = 2.9 x 10-5in/in °F
LENGTH (feet)40°F50°F60°F70°F80°F90°F100°F
200.2780.3480.4180.4870.5570.6260.696
400.5570.6960.8350.9741.1141.2351.392
600.8351.0441.2531.4621.6701.8792.088
801.1341.3921.6701.9492.2272.5062.784
1001.3921.7402.0882.4362.7843.1323.480
TABLE 1 (METRIC)
PVC-DWV TYPE I
THERMAL EXPANSION TABLE

Chart Shows Length Change in Millimeters vs. Degrees Temperature
image
LENGTH (mm)4°C10°C16°C21°C27°C32°C38°C
60967.18.810.612.414.215.917.7
1219214.217.721.224.728.331.435.4
1828821.226.531.837.142.447.753.0
2438428.835.442.449.556.663.770.7
3048035.444.253.061.970.779.688.4
Example: 
Highest Temperature expected100°F(38°C)
Lowest Temperature expected50°F(10°C)
 50°F(10°C)
Length of run - 60 feet (18,288 mm) from chart, read 1.044 inches (26.5 mm) linear expansion that must be provided for.

2.7.3 Selection. Follow manufacturer's recommendations for type of solvent cement for such conditions as temperature over 100°F (38°C), or humidity over 60%.

2.7.4 Handling (to maintain effectiveness). Solvent cement and primer containers no larger than I quart (1 liter) should be used in the field (to avoid thickening due to evaporation). Keep containers closed and in the shade when not in use. Keep applicator submerged in solvent cement between applications. When solvent cement becomes thicker, THROW IT AWAY. Solvent cement shall NOT be thinned.

2.7.5 Size of Applicator. Applicator should be about one-half the pipe diameter. Do not use small applicator on large pipes. Ordinary pure bristle paint brushes or applicators furnished with product are satisfactory. [UPC 316.1.6]

2.7.6 Primers. A listed primer in compliance with ASTM F 656 shall be used on all PVC DWV joints.

2.7.7 Application. Solvent cement and primer shall be applied deliberately, but without delay (two men may be needed to make large joints). Use special care when temperature is over 100°F (38°C) or humidity is over 60%.

2.7.8 SAFETY REQUIREMENTS AND PRECAUTIONS.

2.7.8.1 General. Solvents contained in PVC plastic pipe cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this appendix should be followed to avoid injury to personnel and the hazard of fire.

2.7.8.2 Safety Precautions. Prolonged breathing of solvent vapors should be avoided. When pipe and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.

2.7.8.3 Solvent cements should be kept away from all sources of ignition, heat, sparks and open flame.

2.7.8.4 Containers for solvent cements should be kept tightly closed except when the cement is being used.

2.7.8.5 All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.

2.7.8.6 Most of the solvents used in PVC pipe cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields is advisable where the

403

possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 minutes and call a physician immediately.

2.7.8.7 Repeated contact with the skin should be avoided. Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact with the skin is likely. Application of the solvents or solvent cements with rags and bare hand is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

Step 1 Cut pipe square with hand saw and miter box, mechanical cut-off saw or tube cutter designed for plastic.

Step 2 Ream inside and chamfer outside of pipe (to eliminate all burrs).

Step 3 Clean all dirt, moisture, and grease from pipe and socket. Use a clean, dry rag.

Step 4 Check dry fit of pipe in fitting. Pipe should enter fitting socket from 1/3 to ¾ depth of socket.

Step 5 Soften inside socket surface by applying an aggressive primer.

Step 6 Soften mating outside surface of pipe to depth of socket by applying a liberal coat of the (aggressive) primer. Be sure the entire surface is softened.

Step 7 Again coat inside socket surface with the (aggressive) primer. Then, without delay, apply solvent cement liberally to outside of pipe. Use more than enough to fill any gaps.

Step 8 Apply a light coat of PVC solvent cement to inside of socket using straight outward strokes (to keep excess solvent out of socket). This is also to prevent solvent cement damage to pipe. For loose fits, apply a second coat of solvent cement. Time is important at this stage. See Section 2.7.6.

Step 9 While both the inside socket surface and the outside surface of the pipe are SOFT and WET with solvent cement, forcefully bottom the pipe in the socket, giving the pipe a one-quarter turn, if possible. The pipe must go to the bottom of the socket.

Step 10 Hold the joint together until tight. (Partial set).

Step 11 Wipe excess cement from the pipe. A properly made joint will normally show a bead around its entire perimeter. Any gaps may indicate insufficient cement or the use of light bodied cement on larger diameters where heavy bodied cement should have been used.

Step 12 The system shall not be tested until the joints have cured (set) at least as long as recommended by the manufacturer.

2.7.9 Threaded Joints.

Listed adapter fittings shall be used for the transition to threaded connections. No threaded PVC female fitting(s) or joint(s) shall be located in a non-accessible location. The joint between the PVC pipe and adapter fittings shall be of the solvent cement type.

Only listed thread tape or thread lubricant, specifically intended for use with plastics, shall be used. Conventional pipe thread compounds, putty, linseed oil base products, and unknown mixtures shall not be used. Pipe and fittings which have come in contact with the above non-approved mixtures shall be removed and replaced with new materials.

Where a threaded joint is made, obtain tightness by maximum hand tightening plus additional tightening with a strapwrench not to exceed one full turn.

2.7.10 Special Joints.

2.7.10.1 Connection to Non-Plastic Pipe.

When connecting plastic pipe to other types of piping, use listed fittings and adapters designed for the specific use intended. [UPC 316.2]

2.7.11 Prohibited Joints and Connections.

  1. Drainage System–Any fitting or connection which has an enlargement, chamber or recess with a ledge, shoulder, or reduction of pipe area, that offers an obstruction to flow through the drain is prohibited.
  2. No fitting or connection that offers abnormal obstruction to flow shall be used. The enlargement of a three (3) inch (76 mm) closet bend or stub to four (4) inches (102 mm) shall not be considered an obstruction. [UPC 316.4]

ADOPTED: 1968

REVISED: 1971, 1974, 1975, 1976, 1977, 1981, 1982, 1983, 1987, 1989, 1990, 1991, 1992, 1995, 2003, 2006

404

INSTALLATION STANDARD FOR ABS SEWER PIPE AND FITTINGS IAPMO IS 11-2006

1.0 SCOPE.

1.1 This Installation Standard shall apply to ABS Building Sewer Pipe and Fittings as governed by the Uniform Plumbing Code. Material Standard ASTM D 2751, Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Sewer Pipe and Fittings shall form part of this Installation Standard. Materials shall be limited to building sewers receiving domestic sewage excluding special and industrial waste.

Note: The following sections of the Uniform Plumbing Code apply.

1 Although this standard is referenced in Table 14-1, some of the tube or fittings shown in the standard are not acceptable for use under the Uniform Plumbing Code.
101.4.1.1Repairs and Alterations
103.5Inspection and Testing
203.0Definition ABS
206.0Domestic Sewage
301.1Minimum Standards
310.0Workmanship
312.0Independent Systems
313.3 and 313.4Protection of Piping, Materials, and Structures
314.0Hangers and Supports
315.0Trenching, Excavation, and Backfill
316.1Types of Joint
317.0Increasers/Reducers
705.1.1Caulked Joints
705.1.7Elastomeric Gasketed and RubberRing Joints
713.0Sewer Required
715.0Building Sewer Materials
718.0Grade, Support, and Protection of Building Sewers
719.0Cleanouts
720.0Sewer and Water Pipes
723.0Building Sewer Test
Table 14-1ASTM D27511

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Pipe. ABS pipe is furnished in straight lengths. Refer to Tables in ASTM D 2751 for dimensions and tolerances for pipe and pipe sockets.

ABS pipe markings shall be in accordance with ASTM D 2751. [UPC 301.1.2]

2.1.2 Fittings. Refer to Tables in ASTM D 2751 for dimensions and tolerances for fitting sockets, spigots, and laying lengths.

ABS fitting markings shall be in accordance with ASTM D 2751. [UPC 301.1.2]

2.1.3 Solvent Cement. Solvent cement shall be as specified in ASTM D 2235.

Solvent cement label markings shall be in accordance with ASTM D 2235. [UPC 316.1.6]

2.2 Workmanship.

All piping system components shall be aligned properly without strain. Pipe shall not be bent or pulled into position after being solvent cemented. Pipe and fittings shall be so positioned that identifying markings shall be readily visible for inspection. [UPC 310.0]

2.3 Protection of Piping.

2.3.1 Storage.

Pipe and fittings should not be stored for long periods in direct sunlight. However, exposure to direct sunlight during normal construction periods is not harmful. Pipe shall be stored in such a manner as to prevent sagging or bending.

2.4 Trenching, Excavation, and Backfill.

2.4.1 Trenching.

The width of the trench at any point below the top of the pipe should not be greater than necessary to provide adequate room for joining the pipe and compacting the side fills. [UPC 315.0]

2.5 Alignment and Grade.

The pipe should be bedded true to line and grade, uniformly and continuously supported on firm, stable material. Blocking shall not be used to bring the pipe to grade. The bedding shall conform to Section 718.0 of the Uniform Plumbing Code.

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2.6 Backfill.

The backfill shall conform to Section 315.4 of the Uniform Plumbing Code.

2.7 Joints.

2.7.1 Caulked Joints.

Make connections or transitions to bell-and-spigot cast iron soil pipe and fittings, and to bell-and-spigot pipe and fittings of other materials with approved mechanical compression joints designed for this use, or caulked joints made in an approved manner. In caulking, pack the joint with oakum or hemp and fill with molten lead to a depth of not less than one (1) inch (25.4 mm). Allow a period of four (4) minutes for cooling, following which, caulk the lead at the inside and outside edges of the joint. Lead shall not be overheated. [UPC 705.1.1]

Note: Caulked joints should be avoided if possible.

2.7.2 Gasket-Type Joints.

Pipe shall be cut square with saws or pipe cutters designed specifically for plastic pipe; protect pipe and fittings from serrated holding devices and abrasion. [UPC 705.1.7]

  1. Wipe the pipe spigot, rubber gasket, and inside of the socket clean of all dirt and moisture.
  2. Coat the socket and gasket evenly with a vegetable base paste lubricant.
  3. Slide the gasket on the spigot and against the backup ring and snap it to remove any twist.
  4. Force the spigot into the socket. Check that the joint is properly connected by using any thin feeler gauge that the gasket is not looped back over the backup ring.

2.7.3 Solvent Cement Joints.

2.7.3.1 Selection. Solvent cement shall be recommended for ABS by the manufacturer. Follow manufacturer's recommendations for types of solvent cement for such conditions as temperature over 100°F (38°C), or humidity over 60%.

2.7.3.2 Handling (to maintain effectiveness). Solvent cement containers no larger than 1 quart (1 liter) should be used in the field (to avoid thickening due to evaporation). Keep container closed and in the shade when not in use. Keep applicator submerged in solvent cement between applications. When solvent cement becomes thicker, THROW IT AWAY. Solvent cement shall NOT be thinned.

2.7.3.3 Size of Applicator. Applicator should be about one half the pipe diameter. Do not use small applicator on large pipes. Ordinary pure bristle paint brush or applicators furnished with product are satisfactory.

2.7.3.4 Application. Solvent cement shall be applied deliberately, but without delay (two men may be needed to make large joints). Use special care when temperature is over 100°F (38°C) or humidity is over 60%.

2.7.4 SAFETY REQUIREMENTS AND PRECAUTIONS.

2.7.4.1 General. Solvents contained in ABS plastic pipe cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this appendix should be followed to avoid injury to personnel and the hazard of fire.

2.7.4.2 Safety Precautions. Prolonged breathing of solvent vapors should be avoided. When pipe and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.

2.7.4.3 Solvent cements should be kept away from all sources of ignition, heat, sparks, and open flame.

2.7.4.4 Containers for solvent cements should be kept tightly closed except when the cement is being used.

2.7.4.5 All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.

2.7.4.6 Most of the solvents used in ABS pipe cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields is advisable where the possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 minutes and call a physician immediately.

2.7.4.7 Repeated contact with the skin should be avoided. Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact with the skin is likely. Application of the solvents or solvent cements with rags and bare hand is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

Step 1 Cut pipe square with hand saw and miter box, mechanical cut-off saw, or tube cutter designed for plastic.

Step 2 Ream inside and chamfer outside of pipe (to eliminate all burrs).

Step 3 Clean all dirt, moisture, and grease from pipe and socket. Use a clean, dry rag.

Step 4 Check dry fit of pipe in fitting. Pipe should enter fitting socket from 1/3 to ¾ depth of socket.

Step 5 Apply a light coat of ABS solvent cement to inside of socket using straight

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outward strokes (to keep excess solvent out of socket). This is also to prevent solvent cement damage to pipe. For loose fits, apply a second coat of solvent cement. Time is important at this stage. See Section 2.7.3.4.

Step 6 While both the inside socket surface and the outside surface of the pipe are SOFT and WET with solvent cement, forcefully bottom the pipe in the socket, giving the pipe a one-quarter turn, if possible. The pipe must go to the bottom of the socket.

Step 7 Hold the joint together until tight (partial set).

Step 8 Wipe excess cement from the pipe. A properly made joint will normally show a bead around its entire perimeter. Any gaps may indicate insufficient cement or the use of light bodied cement on larger diameters where heavy bodied cement should have been used.

Step 9 The system shall not be tested until the joints have cured (set) at least as long as recommended by the manufacturer.

2.7.5 Special Joints.

2.7.5.1 Connection to Non-Plastic Pipe.

When connecting plastic pipe to other types piping, use only approved types of fittings and adapters, designed for the specific transition intended.

ADOPTED: 1976

REVISED: 1981, 1987, 2003, 2006

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408

INSTALLATION STANDARD FOR POLYETHYLENE (PE) FOR GAS YARD PIPING IAPMO IS 12-2006

1.0 SCOPE.

1.1 This standard shall govern the installation of polyethylene (PE) natural and liquified petroleum gas yard piping. Installation, material and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TMpublished by the International Association of Plumbing and Mechanical Officials and shall also comply with this standard.

Note: The following sections of the Uniform Plumbing Code apply to PE gas piping:

218.0Definition of PE
310.0Workmanship
313.0Protection of Piping, Materials, and Structures
314.0Hangers and Supports
315.0Trenching, Excavation, and Backfill
316.2.3Plastic Pipe to Other Materials
Chapter 12Fuel Piping
1204.3.2Final Piping Inspection
1211.0Gas Piping Installation
1211.1.7Tracer Wire
1213.0Liquified Petroleum Gas Facilities and Piping
Table 14-1Materials:
Pipe and Tube:  
 PE3408ASTM D 2513
 PE2406 
Fittings:  
 Copper AlloyANSI B 16.26
 PE3408ASTM D 2513
 PE2406 
 Plastic Mechanical 
  ASTM F 1924
 Metallic Mechanical 
  ASTM F 1948

ABBREVIATIONS

ANSIAmerican National Standards Institute
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code published by IAPMO

2.0 PRODUCT REQUIREMENTS

2.1 Minimum Standards.

2.1.1 Materials. Pipe, tubing and fittings shall conform to the appropriate standards in Table 14-1 of the Uniform Plumbing Code. See note ahead of Chapter 2 of this standard. [UPC 301.1]

2.1.2 Pipe. PE pipe is plastic of ½ inch (12.7 mm) or larger size. One-half inch (12.7 mm) pipe shall be SDR 9. Pipe sizes less than 3 inches (76 mm) shall be SDR 11. Pipes 3 inches (76 mm) and larger shall be SDR 11.5 or lower*.

2.1.3 Tubing. PE tubing is plastic and shall be limited to the following:

TUBING SIZE
inches(mm)SDR*
*Note: The lower the SDR number, the thicker the wall.
¼(6.4)6
3/8(9.5)8
½(12.7)7

2.1.4 Fittings. Heat fusion fittings shall be PE 2406, PE 3408, or other listed materials. Mechanical connectors for PE pipe and tubing and for transition fittings shall be approved compression type couplings or other special listed joints.

2.2 Markings.

2.2.1 Pipe and Tubing. Pipe and tubing markings shall be in accordance with ASTM D 2513. [UPC 301.1.2]

2.2.2 Fittings. Fitting markings shall be in accordance with ASTM D 1924, ASTM D 1948, ASTM D 2513, or ASME B 16.26. [UPC 301.1.2]

2.2.3 Position of Markings. The identifying markings on pipe, tubing and fittings shall be visible for inspection without moving materials.

2.3 Protection of Piping.

2.3.1 Storage. Unprotected pipe should not be stored in direct sunlight. The pipe shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.). Exposure to sunlight during normal construction periods is not harmful.

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2.4 Thermal Expansion.

2.4.1 Snaking. The pipe and tubing shall be “snaked” in the trench bottom with enough slack to provide for thermal expansion and contraction before stabilizing. The normal slack created by residual coiling is generally sufficient for this purpose. If, however, the pipe has been allowed to straighten before it is placed in the trench, 6 inches (152 mm) per 100 feet (30,480 mm) of pipe length shall be allowed for this purpose.

2.4.2 Stabilizing. Pipe and tubing temperature shall be stabilized by one of the following methods:

  1. Shade backfill. Leave all joints exposed so they can be examined during the pressure test.
  2. Allow to stand overnight.

2.5 Trenching and Backfill.

2.5.1 Trenching. Trenching bottoms shall be smooth and regular of either undisturbed soil or a layer of compacted backfill so that minimum settlement will take place. Pipe or tubing shall not be wedged or blocked. Voids shall be filled and compacted to level of trench bottom. The minimum cover shall be 18 inches (457 mm) below finish grade. [UPC 315.0, 1211.1.2]

Exceptions:

  1. Tubing for gas lights shall be buried a minimum of 12 inches (305 mm) below finish grade where gas flow is restricted to 10 cubic feet per hour (8 × 105m3/s) at its source by a mechanical means or a fixed orifice.

    Note: Local climatic conditions may affect required burial depth.

  2. Piping may terminate a maximum of one foot above ground when encased in a listed anodeless transition riser.

2.5.2 Backfill. The pipe and tubing temperature shall be stabilized before backfilling. See Section 2.4.2. [UPC 315.4, 1211.1.2]

2.6 Types of Joints.

PE joints shall be made as follows:

2.6.1 Heat Fusion Joints. Heat fusion joints shall be made according to the manufacturer's procedures using recommended heat times, temperature and joining pressures. [UPC 1209.5.9]

2.6.2 Mechanical Joints. Mechanical joints shall be assembled in an approved manner with tools recommended by the fitting manufacturer. Mechanical joints shall be made with listed mechanical fittings. [UPC 1209.5.9]

2.7 Special Joints.

2.7.1 Listed transition fittings or listed mechanical fittings shall be used when making joints between PE and steel or PE and copper.

2.7.2 Transition fittings shall be installed outside of meter vaults with metallic piping extending into the vaults a sufficient distance to permit the use of backup wrenches.

2.8 Inspections.

2.8.1 Temperature. Pipe temperatures shall be stabilized before testing. See Section 2.4.2 [UPC 1214.0]

2.8.2 Piping shall be subjected to the pressure test required in Section 1214.0 of the Uniform Plumbing Code. [UPC 1214.0]

2.9 Materials.

2.9.1 Location. PE pipe and tubing shall be installed only outside the foundation of any building or structure or parts thereof. It shall be buried in the ground for its entire length with cover as provided in Section 2.5.1. It shall not be installed within or under any building or structure or mobile home or commercial coach or parts thereof. The term “building or structure or parts thereof" shall include structures such as porches and steps, whether covered or uncovered, roofed portecocheres, roofed patios, carports, covered walks, covered driveways and similar structures or appurtenances. [UPC 1211.0]

Exception:Tubing may extend into gas light support columns provided it is not exposed to external damage.

2.9.2 Maximum Working Pressure. Gas pressure shall not be more than 5 psi (34.5 kPa) for natural gas nor more than 10 psi (69 kPa) for liquified petroleum gas.

2.9.3 Gas Supplier. Installation shall be acceptable to the serving gas supplier.

2.10 Installation of Gas Piping.

2.10.1 Types of Joints. See Sections 2.6 and 2.7 of this standard. [UPC 1209.5.9]

2.10.2 Prohibited Joints. PE pipe shall not be joined by a threaded joints. Joints made with adhesives or solvent cement shall be prohibited.

2.10.3 Identification. Plastic gas yard piping shall be permanently identified by attaching a metal tag to the meter end of the piping system stating, “Plastic Yard Piping”.

2.11 Sizing.

2.11.1 Pipe. Pipe shall be sized as required by Section 1211.16 or 1217.0 of the UPC. [UPC 1211.16, 1217.0]

2.11.2 Tubing. Tubing shall be sized from Table 1. [UPC 1217.0]

ADOPTED: 1971

REVISED: 1975, 1977, 1978, 1981, 1983, 1985, 1989, 1990, 1991, 1993, 2003, 2006

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TABLE 1
SIZE OF PLASTIC GAS TUBING

Maximum Delivery Capacity in Cubic Feet of Gas per Hour (CFH) of Tubing Carrying Natural Gas of 0.60 Specific Gravity
NOMINAL TUBING SIZE (inches)INTERNAL DIAMETER (inches)LENGTH IN FEET
102030405060708090100125
¼0.25018121087766554
3/80.3755135282421191816161513
 150200250300350400450500550600 
¼0.2504333322222
3/80.375121098776666
TABLE 1 (METRIC)
SIZE OF PLASTIC GAS TUBING

Maximum Delivery Capacity in Cubic Meters of Gas per Second (m3/s) of Tubing Carrying Natural Gas of 0.60 Specific Gravity
NOMINAL TUBING SIZE (mm)INTERNAL DIAMETER (mm)LENGTH IN METERS
  3.06.19.112.215.218.321.3
6.46.41.41.00.80.60.560.560.5
9.59.54.12.82.21.91.71.51.4
 24.427.430.538.145.761.076.2
6.46.40.50.40.40.30.30.20.2
9.59.51.31.21.21.00.960.80.7
 91.4106.7121.9137.2152.4167.6182.9
6.46.40.20.20.160.160.160.160.16
9.59.50.60.560.560.50.50.50.5

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412

INSTALLATION STANDARD FOR PROTECTIVELY COATED PIPE IAPMO IS 13-2006

1.0 SCOPE.

1.1 Installation and material of protective pipe coatings shall comply with this Standard and the current edition of the Uniform Plumbing Code [UPC]TM, published by the International Association of Plumbing and Mechanical Officials (IAPMO).

Note: The following sections of the Uniform Plumbing Code shall apply to protectively coated pipe.

301.1.2Marking
302.0 Iron pipe size (IPS) pipe
310.0 Workmanship 
311.0 Prohibited fittings and practices
313.5 Protection required
314.0 Hangers and supports
604.0 Materials – water piping
609.3.1Coated protection required
1209.5 Materials – gas piping
1209.5.6Coated protection required and coating material approval required

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials.

2.1.1.1 Coating. Piping shall be coated by a listed coating applicator in accordance with AWWA C203, AWWA C213, or AWWA C215.

2.1.1.2 Tape. Tape for field application shall comply with IAPMO PS 37, Black Plastic PVC or PE Pressure-Sensitive Corrosion Preventive Tape.

2.1.1.3 Primer. Primer for field application shall be compatible with the tape and be as recommended by the tape manufacturer.

2.1.2 Markings.

2.1.2.1 Pipe. Protectively coated pipe shall be legibly marked at least every two (2) feet (610 mm) as follows:

  1. Applicator 's name or trademark;
  2. Pipe manufacturer's name;
  3. Pipe Standard designation i.e., ASTM or API;
  4. Pipe material type i.e., black, galvanized;
  5. Pipe size and schedule;
  6. Coating material;
  7. Holiday test voltage;
  8. Products listed by IAPMO that are covered by this standard shall be labeled with the designated IAPMO certification mark; and
  9. Any other required markings. [UPC 301.1.2]

2.1.2.2 Tape. Tape for field applications should be legibly marked at least every two (2) feet (610 mm) with the manufacturer's name and tape model identification.

2.2 Protection of Piping and Fittings.

2.2.1 Field Joints. Field joints shall be made as follows, except as specified in Section 2.2.2. Clean and dry surfaces to be protected. [UPC 313.0]

Step 1 Oil and grease, if present, shall be removed with suitable non-oily type solvent such as Heptane or Trichlorethylene. Materials, such as kerosene and gasoline, shall not be used.

Step 2 For coated pipe, remove coating approximately 3 inches (76 mm) from end of pipe or from repair area and bevel to expose shoulder of coating at area to be field wrapped.

Step 3 For taped pipe, remove tape and overwrapping so as to expose approximately 3 inches (76 mm) of pipe at area to be field wrapped.

Step 4 For welded pipe, grind down sharp welds and weld spatter to a minimum 1/8 inch (3.2 mm) radius. Wire brush the weld area thoroughly taking care to remove as much mil scale and surface rust as possible. Remove any loose or charred coating caused during welding.

Step 5 Apply listed primer, as recommended by the manufacturer of the tape being applied, over the protected area and adjacent 1 inch (25.4 mm) of protected area.

Step 6 Spirally wrap listed tape by a half overlap double wrap of minimum 10 mil tape stretched around the fitting, thread, and other unprotected areas to provide a minimum 40 mil thickness. A maximum of two (2) inch (51 mm) wide tape shall be used for field application.

Exception: Unless otherwise listed by

413

IAPMO, a maximum of one (1) inch (25.4 mm) wide tape shall be used on change of direction fittings for piping sizes up to and including two (2) inch (51 mm).

2.2.2 Other Methods. Other materials approved for field joints or repair shall be applied as per manufacturer's recommendations and the listing requirements.

2.3 Damage in Shipment. Coated piping shall be protected against damage in shipment.

2.3.1 Handling and Storage. Coated piping shall be handled and stored in a manner to prevent damage.

2.3.2 Handling by Installer. Movement of pipe from truck or into trench shall be done in such a manner as to avoid abrasion, or damage from dropping.

2.4 Backfill. All excavations shall be completely backfilled as soon after inspection as possible. [UPC 315.0]

2.5 Inspection. All coated piping shall be inspected and tested and any visible void, damage or imperfection to the pipe coating shall be repaired as to comply with Section 2.2.

2.5.1 Equipment. The equipment, material, and labor necessary for inspection or tests shall be furnished by the person to whom the permit is issued or by whom inspection is requested.

ADOPTED: 1971

REVISED: 1975, 1978, 1982, 1984, 1991, 2000, 2003, 2006

414

INSTALLATION STANDARD FOR ASBESTOS CEMENT PRESSURE PIPE FOR WATER SERVICE AND YARD PIPING IAPMO IS 15-2006

1.0 SCOPE.

1.1 This standard shall govern the installation of asbestos cement pressure pipe and fittings with elastomeric gasketed joints in hot and cold water building supply and yard piping. For allowable location and pressure, see Sections 2.4 and 2.5.2 of this standard. Installation, material, and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this standard.

Note: The following sections of the Uniform Plumbing Code apply to asbestos cement pressure piping systems.

310.0Workmanship
313.0Protection of Piping, Materials and Structures
314.0Hangers and Supports
315.0 Trenching, Excavation, and Backfill
Chapter 6 Water Supply and Distribution
Table 14-1 Materials
Chapter 2DEFINITIONS.
202.0ACAsbestos Cement
Chapter 14ASTMAmerican Society for Testing and Materials
 IAPMOInternational Association of Plumbing and Mechanical Officials
 UPCUniform Plumbing Code published by IAPMO

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Material. Materials shall conform to the appropriate standard in Table 14-1 of the Uniform Plumbing Code.

Applicable Standards:
AC PipeASTM C296
FittingsAWWA/ANSI A21.10
RingsASTM D1869
JointsAWWA/ANSI A21.11

2.1.2 Pipe. Pipe is asbestos cement.

2.1.3 Fittings. Fittings are cast iron or other listed materials.

2.1.4 Markings.

2.1.4.1 Pipe. Pipe markings shall be in accordance with ASTM C 296. [UPC 301.1.2]

2.1.4.2 Fittings. Fitting markings shall be in accordance with AWWA A21.10. [UPC 301.1.2]

2.1.4.3 Couplings. Couplings shall be marked with at least the following:

  1. Manufacturers name or trademark;
  2. Class and nominal size; and
  3. Letter “T”

2.1.4.4 Position of Markings. The identifying markings on pipe and fittings shall be visible for inspection without moving materials unless otherwise acceptable to the Administrative Authority.

2.2 Trenching, Cover, and Backfill.

2.2.1 Trenching and Cover. Trench bottoms shall be uniformly graded and shall be of either undisturbed soil or shall consist of a layer or layers of compacted backfill so that minimum settlement will take place.

The trench bottoms shall be at least 12 inches (305 mm) below the average local frost depth. The minimum cover shall be 18 inches (458 mm) below the finish grade. [UPC 315.0]

2.2.2 Backfill. After finishing pressure testing of the line, backfill a minimum of twelve (12) inches (305 mm) deep over the top of the pipe and fittings. Backfill should be select material placed around the pipe in a manner to provide a firm continuous support. Tamp well to secure proper compaction.

Note: All joints shall be exposed during test.

2.3 Joints.

2.3.1 Joints in asbestos cement pipe shall be a sleeve coupling of the same composition as the pipe, or of other listed materials, and sealed with rubber rings or joined by other listed compression type coupling. [UPC 705.1.4]

2.3.2 Joints between asbestos cement pipe and other approved pipes shall be made by means of listed adapter couplings. Special heat resistant rings as recommended by the manufacturer must be used for temperatures in excess of 140°F (60°C).

2.3.3 Before assembling the joint, the coupling grooves, pipe ends, and rubber gasket must be cleaned. The rubber gaskets are then positioned in the grooves.

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2.3.4 Use the pipe manufacturer's joint lubricant recommended for potable water application. Apply lubricant to the machined end of the pipe only, never to the rubber gasket or groove, unless specifically recommended otherwise by the manufacturer.

2.3.5 The end of the pipe and the coupling or fitting bell shall be assembled using a bar and wood block or a pipe puller. "Stabbing" or "popping" the pipe into the coupling (pipe is suspended and swung into the bell) is not recommended.

2.3.6 When a field cut is made, cut the pipe square, using hand pipe-cutters which use a cutting edge, or hand saws. To properly enter the rubber gasketed joint, the end of the pipe must be machined before insertion, using hand machining tools.

2.4 Materials.

2.4.1 Location. Asbestos cement piping shall be installed only outside the foundation of any building or structure or parts thereof. It shall be buried in the ground for its entire length except vertical piping may be extended above grade per Section 313.0 of the Uniform Plumbing Code. It shall not be installed within or under any building or structure or mobile home or commercial coach or parts thereof. The term "building or structure or parts thereof" shall include structures such as porches and steps, roofed porte-cocheres, roofed patios, carports, covered walks, covered driveways, and similar structures or appurtenances. [UPC 604.1]

2.5 Installation, Testing, and Identification.

2.5.1 Alignment and Deflection. Pipe and fittings shall be aligned properly without strain. Pipe may be deflected in accordance with the manufacturer's recommendations provided that it shall not be permanently staked or blocked to maintain this deflection. If soft soil conditions exist, deflected joints may be permanently blocked or staked to maintain the deflection. The amount of deflection shall be: 5° for sizes 4 inch (101.6 mm) through 12 inch (305 mm); 4° for 14 inch (356 mm) and 16 inch (407 mm); 3½degree for 18 inch (457 mm) through 24 inch (610 mm) for pipe belled on the job site. For factory-belled couplings, one half (½) the above deflections by size shall be allowed.

2.5.2 Working Pressure. Maximum working pressure shall be as follows:

MATERIALS, SIZES, AND MAXIMUM WORKING PRESSURES
PIPESIZESMAXIMUM PRESSURE
Class 1004 – 24 inch incl.
(102 – 610 mm incl.)
100 psi
(689 kPa)
Class 1504 – 24 inch incl.
(102 – 610 mm incl.)
150 psi
(1,033 kPa)
Class 2004 – 24 inch incl.
(102 – 610 mm incl.)
200 psi
(1,378 kPa)

2.5.3 Laterals and Saddles. Installation of laterals, saddles, or tapped couplings in AC piping shall be as required by their listings.

2.5.4 Thrust Blocking. Thrust blocks shall be installed at:

  1. Changes in direction, as at tees and bends;
  2. Changes in size, as at reducers;
  3. Stops, as at dead ends; and
  4. Valves, where thrusts may be expected.

The size and type of thrust block shall be based on the pressure rating of the pipe (or line test pressure, if greater than piping rating), pipe size and kind of soil 2.5.4(b). Refer to Table 1 for thrust at fittings for a pressure of one hundred (100) pounds per square inch (689 kPa).

2.5.5 To determine the bearing area of thrust blocks, refer to Table 2 for the safe bearing load of the soil and divide the total thrust by this safe bearing load.

2.5.6 Thrust blocks shall be located as shown on Chart 1.

2.5.7 Testing

2.5.7.1 The portion of the line being tested should be complete with thrust blocks or properly sized temporary thrust blocking. The line may be pressure tested immediately after installation, provided however, that if poured concrete thrust blocks have been utilized, they have had a 24-hour period to attain an initial cure. [UPC 609.4]

2.5.7.2 The entire system shall be filled with water, purged of air, and tested at a pressure at least equal to the eventual operating pressure for at least one (1) hour before inspection and backfilling of trench. It is recommended that the test pressure not exceed the working pressure of the pipe.

CAUTION: AIR TESTING IS PROHIBITED.

2.5.7.3 Identification. A label shall be fastened to the main electrical meter panel stating, "This structure has a non-metallic water service."

2.6 Sizing. Piping shall be sized in accordance with UPC Section 610.0. When UPC Appendix A is applicable, Chart A-5 (Fairly Smooth Pipe) may be used. Flow velocities shall be limited to a maximum of 8 fps (2.4 m/s). When using UPC, Table 6-5, required by UPC Section 610.0, velocities shall also be checked and limited using UPC Chart A-5. [UPC 610.0]

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TABLE 1
THRUST AT FITTINGS IN POUNDS AT 100 PSI OF WATER PRESSURE
PIPE SIZECLASSDEAD ENDS AND TEES90° BEND45° BEND22 ½° BEND
4″1001,7202,4401,320660
 1501,8502,6101,420720
 2001,8502,6101,420720
      
6″1003,8005,3702,9101,470
 1503,8005,3702,9101,470
 2003,8005,3702,9101,470
      
8″1006,5809,3005,0402,550
 1506,5809,3005,0402,550
 2006,5809,3005,0402,550
      
10″1009,38013,2707,1903,640
 15010,75015,2008,2404,170
 20010,75015,2008,2404,170
      
12″10013,33018,86010,2405,170
 15015,31021,64011,7205,940
 20015,31021,64011,7205,940
      
14″10017,93023,36013,7406,960
 15020,77029,36015,9108,060
 20020,77029,36015,9108,060
      
16″10023,21032,82017,8809,000
 15026,88038,01020,59010,430
 20026,88038,01020,59010,430
      
18″10031,00044,20023,85011,950
 15034,40048,50026,40013,400
 20038,60054,40029,65014,900
      
20″10038,40054,20029,50014,700
 15042,60060,00032,60016,500
 20047,80067,40036,70018,600
      
24″10055,00078,00042,20021,100
 15061,50086,70047,20023,900
 20069,00097,20052,90026,800

Example:For a pressure of 150 psi (1,033.5 kPa) on a 4 inch (102 mm) tee, Table 1 indicates 1850 pounds (8,232.5 N) for 100 psi (689 kPa). Therefore, total thrust for 150 psi (1,033.5 kPa) will equal 1½ times 1,850 pounds (82,32.5 N).

TABLE 1 (METRIC)
THRUST AT FITTINGS IN NEWTONS AT 689 KPA OF WATER PRESSURE
PIPE SIZECLASSDEAD ENDS AND TEES90° BEND45° BEND22 ½° BEND
1021007,65410,8585,8742,937
 1508,232.511,614.56,3193,204
 2008,232.511,614.56,3193,204
      
15210016,91023,896.512,949.56,541.5
 15016,91023,896.512,949.56,541.5
 20016,91023,896.512,949.56,541.5
      
20310029,28141,38522,42811,347.5
 15029,28141,38522,42811,347.5
 20029,28141,38522,42811,347.5
      
25410041,74159,051.531,995.516,198
 15047,837.567,64036,66818,556.5
 20047,837.567,64036,66818,556.5
      
30510059,318.583,92745,56823,006.5
 15068,129.596,29852,15426,433
 20068,129.596,29852,15426,433
      
35610079,788.5103,95261,14330,973
 15092,426.5130,65270,799.535,867
 20092,426.5130,65270,799.535,867
      
406100103,284.5146,04979,56640,050
 150119,616169,144.591,625.546,413.5
 200119,616169,144.591,625.546,413.5
      
457100137,950196,690106,132.553,177.5
 150153,080215,825117,48059,630
 200171,770242,080131,942.566,305
      
508100170,880241,190131,27565,415
 150189,570267,000145,07073,425
 200212,710299,930163,31582,770
      
610100244,750347,100187,79093,895
 150273,675385,815210,040106,355
 200307,050432,540235,405119,260

Example:Assume a 4,000 pound (17,800 N) total thrust was computed. The soil condition is sand. The required bearing area of the thrust block is 4,000 lbs. (17,800 N) divided by 2,000 lbs. (13,780 kPa) or 2 sq. ft. (0.19 m2)

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TABLE 2
SAFE BEARING LOADS FOR VARIOUS SOILS
SOILlbs./sq. ft.(kPa)
Mulch, Peat, etc.00
Soft Clay1,0006,890
Sand2,00013,780
Sand and Gravel3,00020,670
Sand and Gravel Cemented w/Clay4,00027,360
Hard Shale10,00068,900

CHART 1

CHART 1

ADOPTED: 1975

REVISED: 1981, 1982, 2003, 2006

418

INSTALLATION STANDARD FOR EXTRA STRENGTH VITRIFIED CLAY PIPE IN BUILDING DRAINS
IAPMO IS 18-2006

1.0 SCOPE.

1.1 This standard shall govern the installation of extra strength vitrified clay pipe in gravity building drains. (See Section 2.2 for allowable location.) Installation, material, and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TM published by the International Association of Plumbing and Mechanical Officials and this standard.

Note: The following sections of the Uniform Plumbing Code apply to vitrified clay pipe.

103.5Inspections
103.5.3Testing of Systems
103.5.3.3Exceptions
103.5.4.2Responsibility
204.0Definitions, Building Drain
310.0Workmanship
313.0Protection of Piping, Materials, and Structures
314.3Supporting in the Ground
315.0Trenching, Excavation, and Backfill
316.1.4Flare Joints
Chapter 7Sanitary Drainage
701.1.3Location of piping and use in Pressurized Drainage Systems
705.2Use of Joints
712.2Water Test
712.3Air Test
720.0Sewer and Water Pipes
Table 14-1Extra Strength
Vitrified Clay PipeASTM C 700
Fittings, Couplings, 
Molded RubberASTM C 425
Chapter 2DEFINITIONS
Chapter 14 
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code published by IAPMO

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials. Pipe and fittings shall be a minimum 3 inch (76 mm) in size, "Extra Strength" and couplings shall be molded rubber sewer couplings. They shall conform to the applicable standards in Table 14-1 of the UPC. [UPC 301.1]

2.1.2 Markings.

2.1.2.1 Pipe and Fittings. Pipe and fitting markings shall be in accordance with ASTM C 700. [UPC 301.1.2]

2.1.2.2 Couplings. Couplings assemblies shall be marked with at least the following:

  1. Manufacturer's name or trademark on rubber couplings and take-up band or screw take-up housing;
  2. Size, on rubber coupling;
  3. Year of manufacture on rubber coupling;
  4. Grade of material on take-up band or screw take-up housing; and
  5. Couplings and components listed by IAPMO that are covered by this standard shall be labeled with the designated IAPMO certification mark to show compliance with this standard.

2.2 Burial and Separation.

2.2.1 Burial. Pipe and fittings shall be buried 12 inches (305 mm) minimum.

2.2.2 Separation. Pipe and fittings shall not be run or laid in the same trench with water piping unless both the following conditions are met:

  1. The bottom of the water pipe, at all points, shall be at least 12 inches (305 mm) above the top of the drain line; and
  2. The water pipe shall be placed on a solid shelf excavated at one side of the common trench. [UPC 720.0]

2.3 Type of Joints.

Joints shall be made with couplings or with flexible compression factory fabricated joints. [UPC 316.0]

2.3.1 Use of Joints.

Transitions between clay and other materials shall be made with molded rubber sewer couplings and appropriate bushings or reducers. [UPC 705.2]

ADOPTED:1980

REVISED: 1982, 1985, 2003, 2006

419

420

INSTALLATION STANDARD FOR CPVC SOLVENT CEMENTED HOT AND COLD WATER DISTRIBUTION SYSTEMS
IAPMO IS 20-2006

1.0 SCOPE.

1.1 This standard shall govern the installation of CPVC piping (IPS pipe and SDR-11 tubing) in potable hot and cold water distributing systems within buildings. (For allowable locations and pressure, see Sections 2.9.2 and 2.9.4) Installation, material and inspection shall comply with the current edition of the UPC [UPC]TM, published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this standard.

Note: The following sections of the Uniform Plumbing Code apply to CPVC IPS piping and SDR-11 tubing.

103.5Inspections
301.1Minimum Standards
310.0Workmanship
311.0Prohibited Fittings and Practices
313.0Protection of Piping, Materials and Structures
314.0Hangers and Supports
316.2.3Plastic Pipe to Other Materials
Chapter 6Water Supply and Distribution
Chapter 2*Definitions 
205.0CPVCChlorinated Poly (Vinyl Chloride) Pipe or tubing "Pipe" or "Piping" includes both pipe and piping, unless specified as "IPS Pipe" or "tubing".
Table 14-1 
 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Hot and Cold Water Distribution System ASTM D 2846
 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80 ASTM F 441
 Socket Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings Schedule 40 ASTM F 438
 Socket Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings Schedule 80 ASTM F 439
 Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings ASTM F 493
*The first three numbers refer to the corresponding section of the UPC.
ABBREVIATIONS
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code published by IAPMO

1.2 Special Requirements for CPVC Installation within Residential Structures. [HCD 1]

In addition to the other requirements in the California Plumbing Code and this Appendix for the installation of CPVC Solvent Cemented Hot and Cold Water Distributions Systems, all installations of CPVC pipe within residential structures shall meet the following:

1.2.1 Flushing Procedures. All installations of CPVC pipe within residential structures shall be flushed twice over a period of at least one (1) week. The pipe system shall be first flushed for at least 10 minutes and then filled and allowed to stand for no less than 1 week, after which all the branches of the pipe system must be flushed long enough to fully empty the contained volume. At the time of fill, each fixture shall have a removable tag applied stating:

“This new plumbing system was first filled on (date) by (name). The California Department of Housing and Community Development requires that the system be flushed after standing at least one week after the fill date specified above. If the system is used earlier than one week after the fill date, the water must be allowed to run for at least two minutes prior to use for human consumption. This tag may not be removed prior to flushing, except by the homeowner.”

1.2.2 Worker Safety Measures. Mechanical ventilation sufficient to maintain exposures below the relevant exposure limits established by state regulation shall be provided in enclosed spaces. This ventilation shall be directed at the breathing zone of the worker installing the pipe. Where mechanical ventilation is not practical, respirators, suitable for organic vapors, shall be used. For the purpose of this subdivision, an enclosed space is defined as:

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  1. A space less than 100 square feet of floor area under a ceiling with a height of 10 feet or less, and which does not have openings (consisting of doors, windows, or unfinished walls) on at least two sides:
  2. Crawl spaces having a height of less than three feet;
  3. Enclosed attics that have a roof and ceiling; or
  4. Trenches having a depth greater than 24 inches.

Installers of CPVC pipe withing residential structures shall use non-latex thin gauge (4 millimeters) nitrile gloves, or other gloves providing an equivalent or better degree of protection during the installation of the CPVC plumbing system. Gloves shall be provided to all workers by the contractor, or plumbing subcontractor, and shall be replaced upon contamination by cements.

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials. Materials shall comply with the following:

MaterialsASTM Standard
Raw Material-CPVC 23447D 1784
IPS Pipe 
Sch. 40(½in.,¾ in. and 1 in.)F 441
(12.7 mm, 19.1 mm, and 25.4 mm) 
Sch. 80 (½ in. – 2 in.)F 441
(12.7 mm – 51 mm) 
Tubing 
SDR 11 (½ in. thru 2 in.)D 2846
(12.7 mm – 51mm) 
Fittings 
Sch. 40 (½ in., ¾ in. & 1 in.)F 438
(12.7 mm, 19.1 mm, and 25.4 mm) 
Sch. 80 (½ in. – 2 in.)F 439
(12.7 mm – 51mm) 
Tube Fittings (½ in. – 2 in.)D 2846
(12.7 mm – 51 mm) 

Image

2.1.2 Primer. Listed primers shall be used that are compatible with the type of listed CPVC cement and pipe used. The primer shall be a true solvent for CPVC, containing no slow drying ingredient. Cleaners shall not be allowed to be used as a substitute or equivalent for a listed primer.

Exception:Listed solvent cements that do not require the use of primer shall be permitted for use with CPVC pipe and fittings, manufactured in accordance with ASTM D 2846, ½ inch through 2 inches in diameter.

Note: Manufacturer shall provide test data from an independent testing laboratory acceptable to the Administrative Authority that their CPVC pipe, together with recommended fittings has a Short Term Working Pressure (STWP) and Temperature Rating of 150 psi (1030 kPa) at 210°F (99°C) for 48 hours or more.

2.1.3 Material. Pipe and fittings are plastic and are usually light gray for IPS pipe and fittings, and tan for SDR 11 tubing and fittings.

2.2 Markings.

2.2.1 Pipe and Tubing. IPS pipe and tubing markings shall be in accordance with ASTM F 441 or ASTM D 2846. [UPC 301.1.2]

2.2.2 Fittings. Fitting markings shall be in accordance with ASTM F 438 or ASTM F 439 or ASTM D 2846. [UPC 301.1.2]

Note: Standard number may be omitted on smaller fittings when marked thus with four raised dots.

2.2.3 Solvent Cement. Container labeling of CPVC solvent cement shall be in accordance with ASTM F 493.

2.2.3.1 Color. Solvent cements requiring the use of a primer shall be colored orange. Solvent cements that do not require the use of a primer shall be colored yellow.

2.2.4 Primer. Primer container markings shall be in accordance with ASTM F 656.

2.2.4.1 Color. Primer shall be colored so as to make its use obvious on a finished joint, but shall not be colored orange or yellow.

2.2.5 Position of Markings. Identification markings shall be visible for inspection without moving materials.

2.2.6 Alignment. Piping and fittings shall be aligned properly without strain.

2.3 Protection of Materials.

2.3.1 Abrasion. Pipe or tubing passing through drilled or notched metal studs or joists or hollow shell masonry walls shall be protected from abrasion due to thermal expansion and contraction by elastomeric or plastic sleeves or grommets or other approved means. Straight runs may have protection at maximum 3 feet (915 mm) intervals. [UPC 313.30]

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2.3.2 Puncture. Steel plate protection shall be installed when required by the Administrative Authority or Section 313.9 of the Uniform Plumbing Code.

2.3.3 Storage and Handling. Pipe shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.). It shall be stored under cover to keep it clean and avoid long term exposure to sunlight. Exposure to sunlight during normal construction periods is not harmful. CPVC solvent cements should be stored in a cool place except when actually in use on the job site. The solvent cement manufacturer's specific storage instruction should be followed.

2.3.4 Freezing. In areas where the system must be drained to protect it from freezing, horizontal lines shall be graded to drain.

2.3.5 Overheating:

  1. Tubing shall not be positioned or closer to devices that generate heat such that the temperature around the CPVC tubing is greater than 180°F.
  2. Do not apply direct flame onto CPVC.

2.4 Thermal Expansion.

2.4.1 General. Allowance for thermal expansion and contraction shall be provided by approved means. Allowance shall be based on an expansion rate of 3.5 inches (89 mm) per 100 feet (30,480 mm) of length of run per 100°F (38°C) temperature change.

Note:Expansion rate is independent of the size of the pipe.

2.4.2 Offsets and Loops. Thermal expansion may be provided for by use of expansion loops, offsets, or changes of direction. From Table 1 determine the length "L" that is required. Note that "L" is based on length of run, diameter of pipe, and maximum temperature of water.

2.5 Clearance. Adequate clearance shall be provided between piping and structure (such as bored holes and sleeves) to allow for free longitudinal movement.

2.6 Hangers and Supports.

2.6.1 Vertical Piping. Vertical piping shall be supported at each floor or as specified by the design engineer to allow for expansion/contraction. Piping shall have a mid-story guide. [UPC 314.0]

2.6.2 Horizontal Piping. Unless an engineered design is provided and approved by the Administrative Authority, the following provisions shall apply. Horizontal piping 1 inch (25.4 mm) or smaller shall be supported at maximum 3 foot (914 mm) intervals. Piping 1¼ inch (32 mm) or larger shall be supported at maximum 4 foot (1219 mm) intervals.

2.6.3 Hangers and Anchors. Piping shall not be anchored rigidly to a support, but rather secured with smooth hangers or straps that provide for a degree of movement and that prevent damage to the pipe. Hangers or straps with sharp or abrasive edges shall not be used. Hangers that pinch the piping shall not be used.

2.7 Solvent Cement Joints.

2.7.1 SAFETY REQUIREMENTS AND PRECAUTIONS1

  1. General. Solvents contained in CPVC plastic pipe cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this appendix should be followed to avoid injury to personnel and the hazard of fire.
  2. Prolonged breathing of solvent vapors should be avoided. When pipe and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.
  3. Solvent cements should be kept away from all sources of ignition, heat, sparks and open flame.
  4. Containers for solvent cements should be kept tightly closed except when the cement is being used.
  5. All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.
TABLE 1
DEVELOPED LENGTH "L" OF EXPANSION LOOPS
NORMAL SIZELENGTH OF RUN IN FEET (mm)
20(6096)40(12192)60(18288)80(24384)100(30480)
Inches(mm)LOOP LENGTH "L" IN INCHES (mm)
½(12.7)22(6706)31(9449)38(11582)44(13411)50(15240)
3/4(19.1)26(7925)37(11278)46(14021)52(15850)58(17678)
1(25.4)30(9144)42(12802)52(15850)60(18288)67(20422)
(32)33(10058)47(14326)57(17374)66(39917)74(22555)
(38)36(10973)51(15545)62(18898)72(21946)80(24384)
2(51)41(12497)58(17678)71(21641)82(24994)91(27737)

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Example:Pipe Size–½ inch (12.7 mm) Length of Run–60 feet (18288 mm): (38") (965 mm) (from table).
Image
  1. Most of the solvents used in CPVC pipe cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields are advisable where the possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 minutes and call a physician immediately.
  2. Repeated contact with the skin should be avoided. Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact with the skin is likely. Application of the solvents or solvent cements with rags and bare hands is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

2.7.2 Selection. Follow the manufacturer's recommendations for type of solvent cements for such conditions as temperatures over 100°F (38°C), or humidity over 60%.

2.7.3 Handling (to maintain effectiveness). Package solvent cement in containers no larger than 1 quart (1 liter). Keep solvent cement can closed and in the shade when not in use. Keep applicator submerged in solvent cement between applications. Discard solvent cement when it thickens appreciably or gels. Solvent cement shall not be thinned.

2.7.4 Primer. A listed primer in compliance with ASTM F 656 shall be used with CPVC solvent cements that require the use of a primer. CPVC solvent cements that do not require the use of a primer are permitted for joints up to 2 inches in size.

2.7.5 Size of Applicator. Applicator should be about one half of the pipe diameter. Do not use small applicator on large pipes.

2.7.6 Procedures

Step 1. Cut pipe square with hand saw and mitre box, mechanical cutoff saw or tube cutter designed for plastic.

Step 2. Ream and chamfer pipe (to eliminate sharp edges, beads and all burrs).

Step 3. Clean all dirt, moisture and grease from pipe and fitting socket. Use a clean, dry rag.

Step 4. Check dry fit of pipe in fittings. Pipe should enter fitting socket ¼ to ¾ of socket depth. On larger sizes of Sch. 80 fittings, a looser fit may be expected. This is a normal condition, and requires care to apply an adequate amount of cement.

Step 5. Apply CPVC primer, if required (See Section 2.7.4) to inside of fitting socket. Take care to avoid puddling.

Step 6. Apply CPVC primer, if required to outside surface of pipe to depth of fitting socket.

Step 7. When using solvent cements requiring a primer wait until primer surface is tacky. DO NOT attempt to soften (dissolve) the surface as is required for PVC.v

Step 8. Apply a liberal coat of CPVC solvent cement to the outside surface of the pipe to the depth of the fitting socket.

Step 9. Apply a light coat of CPVC solvent cement to inside of fitting socket. Apply a second liberal coat of cement to the pipe end. Take particular care in cementing larger sizes of Sch. 80 fittings. Be sure all surfaces are coated.

Step 10. While both the inside socket surface and the outside surface of the pipe are WET with solvent cement, forcefully

1 Appendix X1. Safety Requirements And Precautions, from ASTM D 2564-88 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings is reprinted with permission from the American Society for Testing and Materials, 1916 Race St., Philadelphia, PA 19103, copyright.

424

  bottom the pipe in the socket, giving the pipe a quarter turn while inserting, if possible.

Step 11. Hold the joint together for 10 to 15 seconds to assure that the pipe remains bottomed against the pipe stop.

Step 12. Do not disturb the joint for at least 30 minutes.

Note: The joint is weak until the cement is dry. If the joint is adjusted after it is set, the joint will be ruined. See Table 2 for recommended set time.

TABLE 2
JOINT CURE SCHEDULE
TEMPERATURE RANGE OF PIPE AND FITTINGS DURING ASSEMBLY AND CUREMINIMUM JOINT SET TIME, HRS. (STEP 12)MINIMUM CURE TIME BEFORE TESTING, HRS. (STEP 14)MINIMUM TIME BEFORE PUTTING SYSTEM INTO SERVICE AT 80N PSI/160°F (71°C), HRS.
PIPE SIZE
°F°C½ - 1 in. (12.7-25.4 mm)1¼-2 in. (32-51 mm)
60-10016-38½1224
40-604-1612448

Step 13. Wipe excess cement from the pipe. A properly made joint will show a bead of cement around its entire perimeter. Any gaps may indicate insufficient cement.

Step 14. The system shall not be pressurized until the joints have cured (set) at least as long as recommended by the manufacturer. If the manufacturer's recommendation is not available, the following cure times are required.

2.7.7 Prohibited Joints. Piping shall not be threaded. Female screwed fittings, with CPVC threads, shall be prohibited. Joints made with adhesives shall be prohibited.

2.7.8 Threaded Joints. When threads are required, molded male adapters shall be used.

2.7.9 Location. CPVC threaded joints shall be accessible.

2.7.10 Lubricants. Only thread tape or thread lubricant approved specifically for use with CPVC shall be used. Conventional pipe thread compounds, putty, linseed oil based products, and unknown mixtures are prohibited.

2.7.11 Tightening. Joints shall be tightened approximately 1½ turns past hand tight.

CAUTION: Hand tight refers to the number of threads to reach hand tight with metal pipe. Small sizes of CPVC can be bottomed by hand pressure alone. DO NOT overtighten.

2.7.12 Special Joints.

2.7.12.1 Transition Joints. Transitions from CPVC tubing to metal piping and valves shall be made only with listed transition fittings suitable for that purpose. When required, the transition fittings shall be designed in such a manner that it can be anchored to a building member to prevent rotation. [UPC 316.2]

2.7.12.2 Soldering. Soldered metal joints shall not be made closer than 18 inches (457 mm) to any already installed plastic to metal adapter in the same water line.

2.7.12.3 Hose Bibbs. Hose bibbs shall be connected only to metal system components which are adequately anchored to the building structure. The CPVC plastic system shall terminate in wall.

2.8 Pressure Relief Valves.

2.8.1 CPVC Piping. CPVC piping used for temperature and/or pressure relief valve drain lines shall be graded to the outlet end and shall be supported at 3 foot (914 mm) intervals both vertically and horizontally.

2.9 Installation, Inspection and Testing.

2.9.1 Finish Nipples. Finish nipples shall be connected to drop ear elbows or other fittings listed for preventing rotation. Finish nipples shall not be CPVC but CPVC stub outs for fixture connections shall be permitted. [UPC 609.0]

2.9.2 Location. CPVC tubing shall not be installed so as to be subjected to direct sunlight after installation, and shall not be installed on the surface of the building unless it is protected by paint or a protective covering.

2.9.3 Water Heaters. There shall be a minimum of six (6) inches (152 mm) of metallic piping between a gas water heater connection and CPVC tubing. CPVC tubing may be installed downstream of instantaneous (coil or immersion) water heaters that the water heater temprature controls are maintained for maximum temperature 180° F.

2.9.4 Under Slab. Pipe shall be installed in trench with uniform support. Trenches shall be back-filled to a depth of six (6) inches (152 mm) with clean earth, sand or other approved material which shall not contain sharp rocks, boulders, cinder fill or other materials which would damage or break the piping. Pipe shall be stubbed up and all ends shall be capped. The system shall be filled with water and all air shall be bled off. The system shall be pressure tested under a water pressure which is not less than the working pressure which is not less than the working pressure under which it is to be used for a minimum of two (2) hours. All leaks shall be corrected. Foam pipe insulation shall be installed on all stub ups to prevent damage during concrete pour and finishing.

425

2.9.5 Identification. A permanent sign with the legible words "This building has non-metallic interior water piping" shall be fastened on or inside the main electric service panel.

2.9.6 Position of Marking. When installed, piping and fittings shall be positioned so that when practical, identifying markings shall be readily visible for inspection.

2.9.7 Testing. Air testing is prohibited.

2.10 Sizing.

2.10.1 Method. Piping shall be sized in accordance with UPC Section 610.0. When Appendix A is applicable, use Chart 1 or 2 as appropriate. Flow velocities shall be limited to a maximum of 8 feet per second (2.4 m/s). See Table 3. [UPC 610.1]

TABLE 3
8 FEET PER SECOND
PIPE SIZEPIPE GPMSCH.40PIPE GPMSCH.80TUBING GPMSDR 11
Ft.*FV**Ft.*FV**Ft.*FV**
FUFUFUFUFUFU
*Flush Tank Fixture Units**Flush Valve Fixture Units
½896756
¾131911151013
1223318261724
3774532551525428
51129504410436356620
281295170742451245917073
TABLE 3 (METRIC)
2.4 METERS PER SECOND
PIPE SIZEPIPE L/min.SCH.40PIPE L/min.SCH.80TUBING L/min.SDR 11
Ft.*FV**Ft.*FV**Ft.*FV**
FUFUFUFUFUFU
*Flush Tank Fixture Units**Flush Valve Fixture Units
12.730.3922.7718.96
19.149.21941.61537.913
25.483.33368.12664.324
32140.0745121.1551594.6428
38193.012950166.510436132.56620
51306.6295170280.1245124223.317073

ADOPTED: 1982

REVISED: 1984, 1985, 1989, 1990, 1991, 1992, 1993, 1995, 1996, 1997, 2000, 2003, 2005, 2006

426

CHART 1

CHART 1

427

CHART 2

CHART 2

428

CHART 3

CHART 3

429

CPVC PIPE SDR 11 (ASTM D 2846)
CALCULATED LOOP (OFFSET) LENGTHS WITH ΔT OF APPROX. 80°F
NOMINAL PIPE SIZELENGTH OF RUN IN FEET
406080100
LOOP LENGTH (£) IN INCHES
Assume Modulus & Stress at 160°F
½"22273134
¾"26323641
1"29364146
1 ¼"32404651
1 ½"35435056
2"40495764
CPVC PIPE SCHEDULE 80 (ASTM F 441)
CALCULATED LOOP (OFFSET) LENGTHS WITH ΔT OF APPROX. 80°F
NOMINAL PIPE SIZELENGTH OF RUN IN FEET
406080100
LOOP LENGTH (£) IN INCHES
Assume Modulus & Stress at 160°F
2½"47576674
3"52637382
4"58728392
6"7187100112
8"8199114128
10"90111128143
CPVC PIPE SCHEDULE 11 (ASTM D 2846)
CALCULATED LOOP (OFFSET) LENGTHS WITH ΔT OF APPROX. 100°F
NOMIANL PIPE SIZELENGTH OF RUN IN FEET
20406080100
LOOP LENGTH (£) IN INCHES
Assume Modulus & Stress at 160°F
½"1724303439
¾"2029354146
1"2333404652
1 ¼"2636445157
1 ½"2839485662
2"3245556471

£ = √ 3ED(ΔL)/2S

where £ = loop length in inches

E = modulus of elasticity at maximum temperature, psi

D = outside diameter of pipe, inches

ΔL = change in length due to change in temperature, inches

S = working stress at maximum temperature, psi

430

CPVC PIPE SCHEDULE 80 (ASTM F 441)
CALCULATED LOOP (OFFSET) LENGTHS WITH ΔT OF APPROX. 100°F
NOMINAL PIPE SIZELENGTH OF RUN IN FEET
406080100
LOOP LENGTH (£) IN INCHES
Assume Modulus & Stress at 160°F
2½”52647483
3”58718291
4”658092103
6”7997112125
8”91111128143
10”101124143160
THERMAL EXPANSION (INCHES)
LENGTH OF RUN (feet)ΔT 80°FΔT 100°F
200.650.82
401.311.63
601.962.45
802.613.26
1003.264.08

Δ L = Lp X C X Δ T

Δ L = change in length of pipe in inches

Lp = length of pipe in inches

C = coefficient of thermal expansion for CPVC, 3.4 X 105in/in °F

ΔT = change in temperature in °F

431

432

INSTALLATION STANDARD FOR WELDED COPPER AND COPPER ALLOY WATER TUBE
IAPMO IS 21-2006

1.0 SCOPE.

This standard shall govern the installation of welded copper and copper alloy water tube in potable hot and cold water systems.Installation, material, and inspection shall comply with the current edition of the Uniform Plumbing Code [UPC]TMpublished by the International Association of Plumbing and Mechanical Officials and this standard.

Note: The following sections of the Uniform Plumbing Code apply to welded copper and copper alloy water tube.

103.5.3Test of Systems
301.1Minimum Standards
310.0Workmanship
311.0Prohibited Fittings and Practices
313.0Protection of Piping, Materials, and Structures
314.0Hangers and Supports
316.1Types of Joints
316.1.2Wiped Joints
316.1.3Soldered Joints
316.2Special Joints
316.2.1Copper Tubing to Screw Pipe Joints
317.0Increasers and Reducers
Chapter 6Water Supply and Distribution
604.0Materials
604.1Water Pipe and Fittings
604.2Water Tubing
604.3Marking of Tubing
604.4Flexible Water Connectors
604.7Restriction of Used Piping
606.1.1Flared Joints
606.2.1Use of Joints, Copper Water Tube
608.0Relief Valve Drains
609.0Installation, Inspection, and Testing
610.0Size of Portable Water Piping
705.3.3Ground Joint, Flared or Ferrule Connections
811.1Chemical or Industrial Waste
903.2Use of Copper Tubing
Table 14-1 Standards 
ANSI B 16.18Cast Copper Alloy Solder Joint Pressure Fittings
ANSI B 16.22Wrought Copper and Copper Alloy Solder Joint Pressure Fittings
ASTM B 447Welded Copper Tube
Appendix AChart A-4 Friction Loss

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials. Materials shall comply with the appropriate standard in Table 14-1 of the UPC.

Note:The nominal or standard size of copper and copper alloy welded water tube is always 0.125 inch (3.8 mm) or 1/8 inch (3.8 mm) smaller than the actual outside diameter dimension of the tube. For example, 3 inch (76 mm) nominal size copper plumbing, tube measures 31/8 inch (79.2 mm) O.D., ½ inch (12.7 mm) nominal size copper plumbing tube measures 5/8 inch (15.9 mm) O.D., etc.

2.2 Use of Copper Tubing.

2.2.1 Markings. Markings shall be visible for inspection.

2.2.1.1 Water tube shall bear the following incised marked at not over 18 inch (457 mm) intervals:

  1. Manufacturer's name or trademark;
  2. Tube type; and
  3. Country of origin.

2.2.1.2 All hard drawn tube shall be identified through out its entire length by a colored marking not less than 3/16 inch in height, including legend repeated at intervals not greater than 3 feet (914 mm). The legend shall include the type of tube, welded, ASTM specification, name or trademark of the manufacturer of both, and the country of origin. [UPC 604.3]

  1. Tube listed by IAPMO that is covered by this standard shall be labeled with the designated IAPMO certification mark to show compliance with this standard.

2.3 Joints.

2.3.1 General Information. Copper tube and fittings maybe joined in a number of ways, depending on the purpose of the system. Soldering and brazing with capillary fittings are the methods used most.

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The American Welding Society defines soldering as a joining process which takes place below 840°F (449°C) and brazing as a similar process which occurs above 840°F (449°C) but below the melting point of the base metals. In actual practice for copper systems, most soldering is done at temperatures ranging from about 350°F to 550°F (177°to 288°C), while most brazing is done at temperatures ranging from 1100° F to 1500°F (593°C to 816°C). The choice between soldering or brazing will generally depend on operating conditions. Solder joints are generally used where the service temperature does not exceed 205°F (96°C), while brazed joints can be used where greater strength is required, or where system temperatures are as high as 400°F (204°C). [UPC 316.1]

2.3.2 Fittings for Soldered, Brazed, and Flared Joints.Fittings are available in all standard tube sizes and in a wide variety of types to cover needs for plumbing. They can be either soldered or brazed, although brazing cast fittings requires care. Wrought copper pressure fittings are also available over a wide range of sizes and types. These, too, can be joined by either soldering or brazing, and wrought fittings are preferred where brazing is the joining method. Otherwise, the choice between cast and wrought fittings is largely a matter of the user's preference. Flared-tube fittings provide metal-to-metal contact similar to ground joint unions; both can be easily taken apart and reassembled. They are especially useful where residual water cannot be removed from the tube and soldering is difficult. Flared joints may be required where a fire hazard exists and the use of a torch to make soldered or brazed joints is not allowed.

2.3.3 Solders.

Note: Users of the Uniform Plumbing Codes are reminded that provisions of the Federal Clean Drinking Act of 1986, which all must obey, forbid the use of solder which contains in excess of 0.2% of lead, by weight in potable water systems. The provisions of the act are incorporated in all ordinances, statutes, state and municipal regulations by reference and by operation of law.

The selection of a solder depends on the operating pressure and temperature of the line. Consideration should also be given to the stresses on the joint caused by thermal expansion and contraction. However, stresses due to temperature changes should not be significant in two commonly encountered cases: When tube lengths are short, or when expansion loops are used in long tube runs.

Solder is generally used in wire form, but paste-type solders are also available. These are finely granulated solders in suspension in a paste flux, When using paste-type solders, observe these four rules:

  1. Wire solder must be applied in addition to the paste to fill the voids and assist in displacing the flux, otherwide the surfaces may be well “tinned“ and yet there may not be a good joint with a continuous bond.
  2. The paste mixture must be thoroughly stirred if it has been standing in the can for more than a very short time, as the solder has a tendency to settle rapidly to the bottom.
  3. The flux cannot be depended on to clean the tube. Cleaning should be done manually as is recommended for any other flux and solder.
  4. Remove and excess flux.

Solders are available containing small amounts of silver or other additives to impart special properties. Such solders may require special fluxes. The manufacturer's recommendations should be consulted regarding proper procedures and fluxes for such solders and about the expected properties.

2.3.4 Soldering Flux.

The functions of the soldering flux are to remove residual traces of oxides, to promote wetting, and to protect the surfaces to be soldered from oxidation during heating. The flux should be applied to clean surfaces and only enough should be used to lightly coat the areas to be joined.

An oxide film may reform quickly on copper after it has been cleaned. Therefore, the flux should be applied as soon as possible after cleaning.

CAUTION

Careless workmanship, especially during flux applications, can result in corrosion of the tube long after the system has been installed. If excessive flux is used, the residue inside the tube can cause corrosion. In an extreme case, such residual flux can actually lead to perforation through the tube wall causing leakage. To guard against this danger, it is important (1) to choose a flux that is not too corrosive, and (2) to use only the minimum amount actually needed to make the joint.

2.3.5 Solder Joints.

Soldering and brazing both involve basic steps, which must be executed with care and craftsmanship. The steps are:

  1. Measuring
  2. Cutting
  3. Reaming
  4. Cleaning
  5. Fluxing
  6. Assembly and support
  7. Heating
  8. Applying the filler metal
  9. Cooling and cleaning

434

Each step contributes to a strong, dependable joint.

2.3.5.1 Measuring.

Measuring the length of each tube segment must be accurate. Inaccuracy can compromise joint quality. If the tube it too short it will not reach all the way into the socket of the fitting and a proper joint cannot be made. If the tube segment is too long, there is danger of cocking the tube in the fitting and putting strain on the system which could affect service life.

2.3.5.2 Cutting.

Once the tube is measured it can be cut. Cutting can be accomplished in a number of different ways to produce a satisfactory square end. The tube can be cut with a disc-type tube cutter, a hacksaw, an abrasive wheel, or with a stationary or portable bandsaw. Care must be taken that the tube is not deformed while being cut. Regardless of method, the cut must be square with the run of the tube so that the tube will seat properly in the fitting socket.

2.3.5.3 Reaming.

All pipe and tube shall be reamed to the full I.D. of the pipe and tube.

Tools and used to ream tube ends include the reaming blade on the tube cutter, half-round or round files, a pocket knife, and a suitable deburring tool. With annealed tube, care must be taken not to deform the tube end by applying too much pressure. Both the inside and the outside of the tube may require removal of the burr.

2.3.5.4 Cleaning.

The removal of oxides and surface soil is crucial if filler metal is to flow properly into the joint. Unremoved oxide, surface soil, and oil can interfere with the strength of the joint and cause failure.

Mechanical cleaning is a simple operation. The end of the tube should be abraded lightly using sand cloth or nylon abrasive pads for a distance only slightly more than the depth of the fitting socket. The socket of the fitting should also be cleaned using sand cloth, abrasive pads, or a properly sized fitting brush.

Copper is a relatively soft metal. If too much material is removed, a loose fit will result and interfere with satisfactory capillary action in making the joint. The capillary space between the tube and fitting is approximately 0.004 inch (0.1 mm). Solder or brazing filler metal can fill this gap by capillary action. This spacing is critical for the filler metal to flow into the gap and form a strong joint.

Surfaces, once cleaned, should not be touched with bare hands or oily gloves. Skin oils, lubricating oils, and grease impair solder flow and wetting.

2.3.5.5 Fluxing.

Stir the flux before use. A good flux will dissolve and remove traces of oxide from the cleaned surfaces to be joined, protect the cleaned surfaces from reoxidation during heating and promote wetting of the surfaces by the solder. A thin, even coating of flux should be applied with a brush to both tube and fitting. Do not apply with fingers. Chemicals in the flux can be harmful if carried to the eyes or open cuts.

2.3.5.6 Assembly and Support.

After both tube and fitting surfaces are properly fluxed, they should be assembled, making sure the tube seats against the base of the fitting socket. A slight twisting motion ensures even distribution by the flux. Remove excess flux. Care must be taken to assure that the tube and fittings are properly supported with a uniform capillary space around the entire circumference of the joint. Uniformity of capillary space will ensure good filler metal penetration if the guideliness of successful joint making are followed. Excessive joint clearance can cause the filler metal to creck under stress or vibration.

The joint is now ready for soldering. Joints prepared and ready for soldering should be completed the same day and not left unfinished overnight.

2.3.5.7 Heating.

Because an open flame may be used for soldering, and because flammable gases are used, safety precautions must be observed. The heat is generally applied using an air/fuel touch. Such torches use acetylene or an LP gas. Electric resistance tools can also be used.

Heating should begin with the flame perpendicular to the tube. The copper tube conducts the initial heat into the fitting socket for even distribution of heat inside and out. The extent of this preheating depends upon the size of the joint. Experience will indicate the amount of time needed. The flame should now be moved into the fitting. Then move the flame from the fitting socket back onto the tube a distance equal to the depth of the fitting socket. Touch the solder to the joint. If the solder does not melt, remove it and continue the heating process. Be careful not the overheat or to direct the flame into the fitting cup. This could cause the flux to burn and destroy its effectiveness. When the melting temperature of the sodler has been reached, heat may be applied to the base of the cup to aid capillary action in drawing the solder into the cup.

2.3.5.8 Applying the Filler Metal.

For tube in a horizontal position, start applying the solder slightly off-center at the bottom of the joint. Proceed across the bottom of the fitting and up to the top center position. Return to the point of

435

beginning, overlap the starting point, and then proceed up the incompleted side to the top, again, overlapping the solder.

For joints in the vertical position, a similar sequence of overlapping passes should be made, starting wherever is convenient. Molten solder will be drawn into the joint by capillary action regardless of whether the solder is being fed upward, downward, or horizontally.

2.3.5.9 Cooling and Cleaning.

After the joint has been completed, natural cooling is best. Shock cooling with water may cause unnecessary stress on the joint and result in eventual failure. When cool, clean off any remaining flux with a wet rag.

2.3.6 Brazed Joints.

Brazing is the second most commonly used method for joining copper tube. Making brazed joints is similar to making soldered joints with respect to measuring, cutting, reaming, cleaning, assembly and support. And as in soldering, the brazing filler metal is melted by the heat of the tube and fitting and drawn into the joint by capillary action. [UPC 316.1.7]

The major differences between soldering and brazing are the:

2.3.6.1 Brazing Flux.

The fluxes used for brazing copper joints are different in composition from soldering fluxes. The two types cannot be used interchangeably. Brazing fluxes are water based, whereas most soldering fluxes are petroleum based. Similar to soldering fluxes, brazing fluxes dissolve and remove residual oxide from the metal surface, protect the metal from reoxidation during heating and promote wetting of the surfaces to be joined by the brazing filler metal.

Fluxes also provide the draftsman with an indication of temperature. Application of the flux is the same as when soldering. If the outside of the fitting and the heat-affected area of the tube are covered with flux (in addition to the end of the tube and the cup), oxidation will be prevented and the appearance of the joint will be greatly improved.

2.3.6.2 Brazing Filler Metals.

There are two general types of brazing filler metal used for joining copper tube. Classified according to their components, they are: BCuP (Brazing-Copper-Phosphorous) and BAg (Brazing-Silver).

BCuP filler metals are preferred for joining copper tube and fittings. The phosphorous in them acts as a fluxing agent and the lower percentage of silver makes them relatively low cost. When using copper tube, wrought copper fittings, and BCuP brazing filler metal, fluxing is optional. However, when cast fittings are brazed, flux must be used.

2.3.6.3 Heating.

Oxy/fuel torches are generally used for brazing because of the higher temperatures required.

Recent innovations in tip design make air/fuel torches useful on a wider range of sizes for brazing.

When working at brazing temperatures, safety precautions must be followed and care taken to protect both the operator and the materials being used.

The heating operation is the same as for soldering. First preheat the tube and then the tube and fitting. When the filler metal starts to melt, apply heat at the base of the fitting socket to help draw the brazing filler metal in by capillary action.

2.3.6.4 Applying Brazing Filler Metal.

Remember to allow the heat of the joint, not the flame, to melt the filler metal. The melted filler metal will be drawn into the joint by capillary action. It is very important that the flame be in continuous motion. It must not be allowed to remain on any one point long enough to burn through the tube or fitting.

If the filler metal fails to flow, or has the tendency to ball-up, it indicates either that there is oxide on the surfaces being joined or that the parts to be joined are not hot enough. If the filler metal refuses to enter the joint, the fitting cup is not hot enough. If it tends to flow over the outside of either part of the joint it indicates that part is over-heated. When the joint is completed, a continuous fillet should be visible completely around the joint.

Large diameter tube is more difficult to heat to the desired temperature. The use of a heating tip or rosebud may be necessary to maintain the proper temperature over the area being brazed. Once total heat control is attained, follow the same procedures used for smaller tube.

2.3.6.5 Cooling and Cleaning.

When the brazed joint is finished, allow it to cool naturally. Flux residues and some oxides formed by heating can be removed by washing with hot water and brushing with a stainless steel wire brush.

2.3.7 Flared Joints.

2.3.7.1 Flared Joints with Impact Flaring Tools:

Step 1 Cut the tube to the required length.

Step 2 Remove all burrs. This is very important to assure metal-to-metal contact.

436

Step 3 Slip the coupling nut over the end of the tube.

Step 4 Insert flaring tool into the tube end.

Step 5 Drive the flaring tool by hammer strokes, expanding the end of the tube to the desired flare. This requires a few moderately light strokes.

Step 6 Assemble the joint by placing the fitting squarely against the flare. Engage the coupling nut with the fitting threads. Tighten with two wrenches, one on the nut and one on the fitting [UPC 606.1.1]

2.3.7.2 Flared Joints with Screw-Type Flaring Tools:

Steps 1-3 Same as for impact flaring previously described.

Step 4 Clamp the tube in the flaring block so that the end of the tube is slightly above the face of the block.

Step 5 Place the yoke of the flaring tool on the block so that the beveled end of the compressor cone is over the tube end.

Step 6 Turn the compressor screw down firmly, forming the flare between the chamber in the flaring block and the beveled compressor cone.

Step 7 Remove the flaring tool. The joint can now be assembled as in Step 6 for impact flaring. [UPC 606.2.1]

2.4 Sizing.

2.4.1 Velocity.

Note: There are various hydraulic formulas for the flow of water in pipe. With high velocity and attendant turbulent flow, there can be excessive noise and piping wear.

The designer should aim for maximum flow velocities in the range of 5 to 8 feet per second (1.5—2.4 meters per second) to minimize noise and erosion problems. For the smallest tube sizes, the designer is wise to work at the bottom of this range, as a maximum, to guard against local high velocities building up due to faulty workmanship (e.g. burrs at tube ends which are not properly reamed) or unusually numerous changes in flow direction.

3.0 GENERAL INFORMATION.

3.1 It is not possible to cover all the variables of a plumbing system; however, the following information may prove helpful:

3.2 Expansion Loops – Copper tube, like all piping materials, expands and contracts with temperature changes. Therefore, in a copper tube system subjected to excessive temperature changes, the line tends to buckle or bend when it expands unless compensation is build into the system. Severe stresses on the joints may also occur. Such stresses, buckles, or bends are prevented by the use of expansion joints or by installing offsets, “U” bends, coil loops, or similar arrangements in the tube assembly. These specially shaped tube segments take up expansion and contraction without excessive stress. The expansion of a length of copper tube may be calculated from the formula:

Temperature Rise (°F) x length (feet) x 12 (inches per foot) x
Expansion Coefficient (inch per inch per °F) = Expansion (inches), or

Temperature Rise (°C) x Length (meter) x 1000 (mm per meter) x Expansion Coefficient (mm per mm per °C) = Expansion (mm).

Calculations for expansion and contraction should be based on the average coefficient of expansion of copper which is 0.0000094 per degree F (1.692 x 10-5 per degree C), between 70°F and 212° F (21° C and 100°C). For example, the expansion of each 100 feet (30.5 meters) of length of any size tube heated from room temperature (70°F) to 170°F (a 100°F (55.6°C) rise) is 1.128 inches (28.7 mm).

100°F x 100 feet x 12 inch/foot x 0.0000094 inch/inch/°F = 1.128 inch, or 55.6°C x 30.48 mm x 1000 mm/m x 1.692 x 10-5 mm/mm/°C = 28.7 mm

3.3 Tube Supports – See Section 314.0 and Table 3-2 of the Uniform Plumbing Code.

3.4 Bending– Copper tube, properly bent, will not collapse on the outside of the bend and will not buckle on the inside of the bend. Tests demonstrate that the bursting strength of a bent copper tube can be greater than it was before bending. Because copper is readily formed, expansion loops and other bends necessary in an assembly are quickly and simply made if the proper method and equipment are used. Simple hand tools employing mandrels, dies, forms, and fillers, or power-operated bending machines, are used.

3.4.1 Both annealed tube and bending-temper tube can be bent with hand benders. The proper size bender for each size tube must be used. Usually the size of the tool corresponds to the nominal outside diameter of the tube, not the standard tube size. For a guide to the typical bend readii, see the following bending guide for copper tube.

ADOPTED: 1980

REVISED: 1989, 2003, 2006

437

BENDING GUIDE FOR COPPER TUBE
TUBE SIZE IN. (mm)TUBE TYPETEMPERMINIMUM BEND RADIUS IN. (mm)TYPE OF BENDING EQUIPMENT
* When bending by hand, without the use of bending equipment, a circular wooden disc iS used. The radius of the disc should be about ¼ to ½ inch (6.4 to 12.7 mm) less than the minimum bend radius shown.
¼ (6.4)K, LAnnealed ¾ (19.1)Lever type
3/8 (9.5)K, LAnnealed1 ½ (38)Lever or gear type
   3 (76)None; by hand*
 K, L, MDrawn1 ¾ (45)Gear Type
½ (12.7)K, LAnnealed2 ¼ (57)Lever or gear type
   4 ½ (114)None; by hand*
 K, L, MDrawn2 ½ (64)Gear Type
¾ (19.1)K, LAnnealed3 (76)Lever of gear type
 K 4 ½ (114)None; by hand*
 L 6 (152)None; by hand*
 KDrawn3 (76)Gear type
 K, L 4 (102)Heavy-duty gear type
1 (25.4)K, LAnnealed4 (102) Gear type
   7 ½ (191)None; by hand*
1¼(31.8)K, LAnnealed9(229)None; by hand*

438

INSTALLATION STANDARD FOR TRENCHLESS INSERTION OF POLYETHYLENE (PE) PIPE FOR SEWER LATERALS
IAPMO IS 26-2006

1.0 SCOPE.

1.1 This standard shall govern the Trenchless Installation of Polyethylene (PE) pipe for use in sanitary and storm sewers. The installed pipe shall comply with the requirements of the Uniform Plumbing Code (UPC)TM published by the International Association of Plumbing and Mechanical Officials (IAPMO) as to grade and connections to existing pipe and shall also comply with this standard.

Note: The following sections of the Uniform Plumbing Code apply.

103.5.3Testing of Systems
103.5.4.2Responsibility
103.5.5Other Inspections
103.5.5.1Defective Systems
103.6.2Other Connections
218.0Definition of PE
301.1Minimum Standards
310.0Workmanship
313.0Protection of Piping, Materials, and Structures
315.0Trenching, Excavation, and Backfill
316.2.3Plastic Pipe to Other Materials
Chapter 7Sanitary Drainage
701.2Fittings

ABREVIATIONS.

ASTMAmerican Society for Testing Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials.

Materials shall comply with the following: The polyethyene pipe used is covered by the ASTM standards listed later in this standard. [UPC 301.1]

Materials

HDPE Extra High Molecular Weight 3408 SDR 17 Pipe Socket-Type PE Fittings for Outside Diameter-Controlled Polyethylene Pipe

Note: The HDPE 3408 SDR 17 pipe used in this process was selected because of its ability to retain its circular shape even when bent on a 4-foot radius during and after installation.

2.1.2 Table 14-1 Standards

ASTM D 2239

ASTM D 2447

ASTM D 2657

ASTM D 2683

ASTM D 3261

ASTM F 714

ASTM F 894

IAPMO PS 25

2.2 Protection of Pipe.

2.2.1 Stroage and Handling.

Pipe shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.). It shall be stored under cover to keep it clean and avoid long term exposure to sunlight. Exposure to sunlight during normal construction periods is not harmful.

2.3 Types of Joints.

PE joints shall be made as follows:

2.3.1 Molded Rubber Coupling Joints.

Molded rubber coupling joints shall be installed in accordance with Appendix I of the UPC and with Section 705.1.6.

Shielded Coupling Joints.

Shielded coupling joints shall be installed in accordance with Appendix I of the UPC and with Section 705.1.8.

2.3.3 Hubless Cast Iron Pipe Joints.

Hubless cast iron pipe joints shall be installed in accordance with Appendix I of the UPC and with Section 705.1.9.

2.3.4 Heat Fusion Joints.

Heat fusion joints shall be made according to the manufacturer's procedure, installation instructions, and either ASTM D 2659 or ASTM D 3261.

439

2.4 Trenchless Installation of sewers will be as follows:

  1. Preliminary Steps
    Inspect the inside of the sewer line using a television camera and video tape recorder to ascertain the line condition. Mark the details revealed by the video inspection including:
    1. The ground surface to show the location of the lateral tie of the city wye.
    2. The line location with an arrow in the street pointing back at the lateral.
    3. The property denoting the lateral location.
    4. The locations of the proposed excavations.
      Obtain utility line identification service contact information and all applicable permits.
  2. Excavation
    In addition to the above markings, the local utility companies will mark utilities. Considerations are soil density; clearance from obstacles, utilities, and structures; location of bends; and water service locations. Excavations and shoring shall be in accordance with jurisdictional safety requirements.
  3. Set Up
    Fuse the proper length of polyethylene pipe in accordance with ASTM D 2657 and fuse the end to a small length that is attached to the pulling head. A rod pusher cable is pushed through the damaged host pipe and attached to the pulling cable, which is then drawn through the pipe. The clevis end of the cable is attached to the pulling head. The pulling equipment is then set up according to the manufacturers instructions.
  4. Pulling
    Pull the pulling head through. Once the pull is done, complete the connection to the existing piping.

2.5 Cleanouts.

Cleanouts shall be installed in accordance with UPC Section 707.0

2.6 Inspections.

The completed piping shall be internally inspected by television camera unless waived by the Administrative Authority. [UPC 103.5]

2.7 Testing.

Completed piping shall be subjected to testing in accordance with Section 712.0 or 723.0 of the UPC.

ADOPTED: 1999

REVISED: 2002, 2003, 2006

440

INSTALLATION STANDARD FOR ODOR CONTROL SYSTEMS FOR WATER CLOSETS IAPMO IS 27-2003

1.0 SCOPE.

1.1 This standard shall govern the installation of Odor Control Systems for Water Closets. Installation, material and inspection shall comply with the requirements of the Uniform Plumbing Code (UPC)™ published by the International Association of Plumbing and Mechanical Officials (IAPMO) and this standard.

Note: The Building Official shall be consulted about penetration of fire separations, height and area or other limitations.

Note: The following sections of the Uniform Plumbing Code apply to Odor Control Systems for Water Closets.

103.5Inspection
Chapter 2Definitions
301.1Minimum Standards
310.0Workmanship
311.0Prohibited Fittings and Practices
311.8Screwed Fittings
313.0Protection of Piping, Materials and Structures
314.0Hangars and Supports
316.0Joints and Connections
316.4Prohibited Joints and Connections
317.0Increasers and Reducers
Chapter 7Sanitary Drainage
701.0Materials (Drainage)
701.2Fittings
903.0Materials (Venting)
1101.3Material Uses
Table 14-1Materials
ASME B 16.23Cast Bronze Solder-Joint Drainage Fittings-DWV
ASME B 16.29Wrought Copper and Copper Alloy Solder-Joint Drainage Fittings
ASTM A 74Cast Iron Soil Pipe and Fittings
ASTM A 888Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications
ASTM B 42Specification for Seamless Copper Pipe, Standard Sizes
ASTM B 302Specification for Threadless Copper Pipe, Standard Sizes
ASTM B 306Specification for Copper Drainage Tube (DWV)
ASTM B 828Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings
ASTM D 2564Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems
ASTM D 2661Aerylonitrile-Butadiene-Styrene (ABS) Sch. 40 Plastic Drain, Waste and Vent Pipe and Fittings
ASTM D 2665Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings
ASTM D 3311Drain, Waste, and Vent (DWV) Plastic Fitting Patterns (note: although referenced in this standard, some of the fittings shown in the standard are not acceptable under the Uniform Plumbing Code.)
ASTM F 402Safe Handling of Solvent Cement, Primers, and Cleaners Used for Joining Thermoplastic Pipe and Fittings
ASTM F 628Acrylonitrile-Butadiene-Styrene (ABS) Sch. 40 Plastic Drain, Waste and Vent Pipe with a Cellular Core
ASTM F 656Primers for Use in Solvent Cement Joints of Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings
ASTM F 891Coextruded Poly (Vinyl Chloride) (PVC) Plastic Pipe with a Cellular Core
CISPI 301Hubless Cast iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications
IAPMO IS 3Copper Plumbing Tube, Pipe and Fittings
IAPMO IS 5ABS Building Drain, Waste and Vent Pipe and Fittings
IAPMO IS 6Hubless Cast Iron Sanitary and Rainwater Systems
IAPMO IS 9PVC Building Drain, Waste and Vent Pipe and Fittings
UL 1004Electric Motors

2.0 PRODUCT REQUIREMENTS.

2.1 Minimum Standards.

2.1.1 Materials.

All materials shall comply with the appropriate standards in Table 14-1 of the UPC.

441

2.1.2 All pipe and fittings shall be made from approved DWV materials and shall be installed in accordance with the requirements of Chapter 7 of the Uniform Plumbing Code entitled, Sanitary Drainage. In addition, all pipe and fittings shall be installed in accordance with the applicable IAPMO Installation Standard. [UPC 701.0]

2.2 Odor Control System Components.

2.2.1 Inlet Connection – The inlet for DWV odor control systems shall be connected at the tailpiece of the flushometer operated water closet using a listed tee. The tee shall immediately transition to the odor control riser using approved DWV pipe and fittings.

2.2.2 Riser – The odor control riser shall be made from listed DWV pipe no smaller than 2 ½ inch diameter. This minimum riser size was selected to adequately handle the required minimum odor control air flow rate. The riser height shall be a minimum of 6 feet as measured from the connection at the sanitary tee to the overhead connection at the odor control manifold. The minimum riser height was selected to adequately handle the maximum possible water rise generated during the flushometer flushing cycle.

2.2.3 Manifold – The odor control manifold, including all borizontal piping within the odor control system, shall be 1/8″ per foot horizontally sloped back to the last riser. The manifold shall be made from approved DWV material no smaller than the pipe size as determined by using Table 1 of this Installation Standard. No traps are permitted within the odor control piping system.

Note: The attached Figures 1 and 2 illustrate the basic configuration to be used for the design of any Odor Control System installed in accordance with this Installation Standard.

2.3 System Sizing.

2.3.1 Minimum Inlet Flow Rate - The odor control system shall provide a minimum average air flow rate of 5 cfm at each inlet connection (tee).

2.3.2 Minimum Inlet Draft- The odor control system shall provide a minimum average draft of ¼ inch WC (water column) as measured inside the inlet connection (tee), or minimum of 0.10 inch of WC at the small perforations in the top rim of the water closet bowl.

2.4 Exhaust Fan.

2.4.1 The exhaust fan shall be listed for installation in outdoor and wet locations and in conditioned air streams up to 140°F and shall comply with the applicable requirements of UL 1004.

2.4.2 The odor control system exhaust fan shall be in stalled in accordance with local building and electrical code requirements and shall comply with drainage venting termination requirements of the Uniform Plumbing Code.

2.5 System Testing.

2.5.1 Measure the suction pressure at any perforation of the water closet rim. The minimum reading should be 0.10 inch of water column.

Note: For conditions other than those covered in Table 1 the exhaust manifold and the main exhaust riser to the odor control system exhaust fan shall be sized to maintain an average air velocity of 300 ±50 feet per minute.

ADOPTED: 2001

REVISED: 2003

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TABLE 1
MAXIMUM ALLOWABLE NUMBER OF WATER CLOSETS CONNECTED TO AN EXHAUST MANIFOLD
Pipe Diameter (inch)34568
Maximum No. of Water Closets23681022

FIGURE 1

FIGURE 1

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FIGURE 2

FIGURE 2

444

INSTALLATION STANDARD FOR COMPOSITE PEX-AL-PEX HOT AND PE-AL-PE COLD WATER-DISTRIBUTION SYSTEMS
IAPMO IS 28-2005

1.0 SCOPE.

1.1 This standard shall govern the installation of composite piping in potable hot and cold water distribution systems within and under buildings and shall apply only to PEX-AL-PEX and PE-AL-PE piping meeting the requirements of ASTMF 1281 and ASTM F 1282 and fittings meeting the requirements of ASTMF 1974. Installation, materials, and inspection should comply with the current edition of the Uniform Plumbing Code published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this standard and manufacturer's installation recommendations.

Note: The following sections of the Uniform Plumbing Code shall apply to composite PEX-AL-PEX and PE-AL-PE tubing.

*The first three numbers refer to the corresponding section of the UPC.
310.0Workmanship
313.0Protection of Piping, Materials, and Structures
316.1Types of Joints
316.2.3Plastic Pipe to Other Materials
Chapter 6Water Supply and Distribution
Chapter 2*DEFINITIONS
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
PEX-AL-PEXCrosslinked Polyethylene-Aluminum-Crosslinked Polyethylene
PE-AL-PEPolyethylene Aluminum–Polyethylene
UPCUniform plumbing Code as published by IAPMO

2.0 PRODUCT REQUIREMENTS.

2.1 Materials and Fittings.

2.1.1 Materials. Materials shall comply with the following requirements:

MaterialsASTM
Standard
Crosslinked Polyethylene-Aluminum-Crosslinked Polyethylene (PEX-AL-PEX)F 1281
Polyethylene-Aluminum-Polyethylene(PE-AL-PE)F 1282
Metal Insert Fittings for PEX-AL-PEX and PE-AL-PE composite pipeF 1974

2.1.2 Piping. PEX-AL-PEX composite pipe shall comply with ASTM F 1281. PE-AL PE composite pipe shall comply with ASTM F 1282.

2.1.3 Fittings. Fittings shall be metal insert type and shall comply with ASTM F 1974. Fittings are limited to the following types:

  1. Insert fittings or compression type fittings; and
  2. Special listed fittings of other types. Connections to galvanized pipe or fittings shall be specifically designed for that purpose.

    Note 1:Manufacturers of fittings shall recommend assembly procedures.

2.2 Markings.

2.2.1 Piping. Composite piping shall be legibly marked at intervals of not more than 5 ft. (1.5 m) with at least the following:

  1. Manufacturer's name or trademark;
  2. ASTM F 1281 (PEX-AL-PEX) or ASTM F 1282 (PE-AL-PE);
  3. Piping size;
  4. Material type – PEX-AL-PEX or PE-AL-PE;
  5. Pressure ratings for water and the temperature for which the temperature rating is valid;
  6. Mark of an acceptable certification agency; and
  7. Manufacturer's date and material code. [UPC 301.1.2]
    The elevated temperature and pressure ratings for PEX-AL-PEX and PE-AL-PE in accordance with ASTM F 1281 and ASTM F 1282 are:
    PEX-AL-PEX (orange colored)200 psi125 psi
    at 73°at180°F
    PE-AL-PE (blue colored)200 psi100psi
    at 73°Fat 180°F

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2.2.2 Fittings. Fittings shall be marked with at least the following:

  1. Manufacturer's name or trademark or other acceptable markings; and
  2. The mark of an acceptable certification agency; and
  3. If size permits, ASTM F 1974. [UPC 301.1.2]

2.2.3 Position of Markings. When practical, markings shall be visible for inspection. Markings shall be visible prior to installation.

2.3 Protection of Piping.

2.3.1 Abrasion. Piping passing through metallic studs, joists, or hollow masonry walls shall be protected from abrasion or sharp edges by elastomeric or plastic sleeves, grommets, conical shaped punch holes or other approved means.

2.3.2 Puncture. Steel plate protection, minimum 18 gauge, shall be installed when the tubing is within 1 in. (25 mm) of the nailing surface. [UPC 313.9]

2.4 Exposed Piping.

2.4.1 General. Where exposed tubing may be subjected to mechanical damage it must be protected.

2.4.2 Freezing. In areas where the system must be drained to protect the system from freezing, horizontal lines shall be graded to drain.

2.4.3 Storage. Piping shall be stored in a way to protect the system from mechanical damage (slitting, puncturing, etc.). Piping should be stored undercover to keep it clean and avoid long term exposure to sunlight. Consult piping manufacturer for recommended limits for outside storage.

2.5 Thermal Expansion.

2.5.1 General. The linear expansion rate for PEX-AL-PEX and PE- AL-PE is 1.56 in. (39.6 mm) per 100 ft. (30 m) of tube per 100°F (55°C) change in temperature. No accommodation for thermal expansion is required.

2.5.2 Clearance. Bored holes and sleeves shall provide adequate clearance between the piping and structure to allow for free longitudinal movement.

2.6 Hangers and Supports.

2.6.1 Vertical Piping. Vertical piping shall be supported at every floor. Piping shall have a midstory guide.

2.6.2 Horizontal Piping. Horizontal piping shall be suported according to the following Table 1.

TABLE 1
SUPPORT SPACING
NOMINAL DIAMETERSPACING
½”, ¾”, and 1”8’-2” (2489 mm)

2.6.3 Hangers and Anchors. Piping shall not be anchored rigidly to a support, but shall be secured with hangers or straps that provide for a degree of movement and that prevent damage to the tubing. Do not use hangers or straps with sharp or abrasive edges. Do not use hangers that pinch the piping. [UPC 314.0]

2.7 Inspection and Testing.

  1. Inspection. All tubing shall be properly seated on to the fitting per the manufacturer's instructions. For crimp fittings, each crimpted joint shall be checked. Buckled, gouged, or obviously damaged pipe shall not be used. Consult manufacturer's recommendations for repair procedures.
  2. Testing. Upon completion of a section or of the entire hot and cold water supply system it shall be tested and proved tight under a water pressure or air test not less than the working pressure under which it is to be used. The water used for tests shall be obtained from a potable sources. The system shall withstand the test without leaking for a period of not less than fifteen (15) minutes.

2.8 Joints and Connections.

2.8.1 Procedure. Piping should be cut with a pipe cutter designed specifically for composite pipe. Piping shall be cut square, i.e. perpendicular to the length. No other cutting methods shall be used and care must be taken to remove any excess material, flashing, or burrs.

2.8.2 Tools. Fitting manufacturer's recommended tool shall be used with the composite insert fitting systems. For specific procedures, follow the manufacturer's recommendations.

2.8.3 Transition Joints.

2.8.3.1 Fittings. Transitions for composite tubing to metal piping or valves shall be made only with transition fittings intended for that purpose.

2.8.4 Joints. Joints shall not be allowed in piping installed in or under a concrete slab resting on grade unless for repair within a building structure. All repair joints must be properly protected with a heat shrink sleeve. All slab penetrations shall be sleeved.

2.9 Pressure Relief Valves.

PEX-AL-PEX Piping. PEX-AL-PEX piping used for temperature and/or pressure relief valve drain lines shall be graded to the outlet end and shall be supported at a maximum of 8 ft. 2 in. (2,489 mm) interval horizontally. Vertical piping shall be supported at every floor. Vertical piping shall have a mid-story guide.

2.10 Installation.

2.10.1 Bends. Piping shall be installed by bending the composite pipe by hand to a minimum radius of 5 times the nominal pipe diameter. External bend supports or sleeves are not required as the composite piping is rigid after bending.

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2.10.2 Damage. Kinked, buckled, gouged, or other obvious damaged pipe shall not be used.

2.10.3 Finish Nipples. Finish nipples shall be connected to drop ear fittings to prevent rotation. Finish nipples shall not be PEX.

2.10.4 Hose Bibs. The piping directly connected to any hose bib shall be so anchored that the load on the hose bib will not strain the composite piping.

2.10.5 Heated Joints. An open flame shall not be applied to PEX-AL-PEX or PE-AL-PE piping when brazing, soldering, or welding joints.

2.10.6 Working Pressure and Temperature. Long term working pressures for the PEX-AL-PEX shall not exceed a maximum of 125 psi (860 kPa) and the long term working temperature shall not exceed 180°F (82°C). Long term working pressures for the PE-AL-PE shall not exceed a maximum of 100 psi (690 kPa) and the long term working temperature shall not exceed 180°F (82°C).

2.10.7 Exposure to Sunlight. Only UV stabilized composite piping can be subjected to direct sunlight after installation and can be installed on the surface of the building. Composite pipe contains an ultraviolet (UV) inhibitor to withstand limited exposure to UV light. Manufacturer's recommends placing the unused portion of a coil back in the product's box rather than storing in the sunlight while not in use.

2.10.8 Water Heater Connections. PEX-AL-PEX or PE-AL-PE piping shall not be installed within the first eighteen inches (18) (457 mm) of piping connected to a water heater. [UPC 604.13.2]

2.10.9 Water Hammer Arrestors. A composite hot water system will withstand repeated pressure surges, well in excess of its rated pressure. The Uniform Plumbing Code requires a means of attenuating water hammer. Consequently, water hammer arrestors shall be required when solenoid valves or other quick closing devices are used in the system. In designing for such situations, it is advisable to consult the pipe or fittings manufacturer for recommended surge pressure limits. Water hammer and surge pressure calculations are reviewed in Chapter 7, AWWA Manual M-11. [UPC 609.10]

2.11 Sizing.

2.11.1 Method. Piping shall be sized in accordance with UPC Section 610.0.

When UPC Appendix A is applicable, use Table 2. Add equivalent lengths from Table 3 when determining developed length.

Maximum velocities through PEX-AL-PEX and PE-AL-PE copper alloy fittings shall be limited to eight (8) feet per second (fps) (2.4 mps) in cold water and five (5) feet per second (fps) (1.52 mps) in hot water. [UPC 610.0]

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TABLE 2
FLOW RATE
U.S. GPM
½”¾”1”
HEAD LOSS
psi/c.ft.
VELOCITY
ft./s
HEAD LOSS
psi/c.ft.
VELOCITY
ft./s
HEAD LOSS
psi/c.ft.
VELOCITY
ft./s
0.10.020.20.0020.070.0010.04
0.20.10.40.010.10.0020.08
0.30.20.60.020.20.0050.1
0.40.30.70.030.30.0090.2
0.50.50.90.040.30.010.2
0.60.61.10.050.40.020.3
0.70.91.30.070.50.020.3
0.81011.50.090.50.030.3
0.91.41.70.10.60.040.4
1.01.61.80.10.70.050.4
2.05.93.70.51.30.20.9
3.012.55.51.02.00.41.3
4.021.37.31.82.60.61.7
5.02.73.30.92.1
6.03.84.01.32.5
7.05.04.61.73.0
8.06.45.32.23.4
9.08.05.92.73.8
10.09.76.63.34.2
11.011.67.23.94.6
12.013.67.94.65.0
13.05.35.5
14.06.15.9
15.06.96.3
16.07.86.3
17.08.76.7
18.09.77.1
19.010.77.6
20.011.88.0
TABLE 3
DEVELOPED LENGTH
SIZES,
(inches)
TYPE OF FITTINGSEQUIVALENT LENGTH OF PIPE
(feet)
½Couplings
Adapters
Elbows
Tees (Branch Flow)
Tees (On the Run)
2
2
7.5
8
2.5
¾Couplings
Adapters
Elbows
Tees (Branch Flow)
Tees (On the Run)
2
2
8.5
10.5
2.5
1Couplings
Adapters
Elbows
Tee (Branch Flow)
Tees (On the Run)
2
2
9
11
2.5

448

INSTALLATION STANDARD FOR FLEXIBLE PVC HOSE IAPMO SIS 1-2003

This standard shall govern the installation of Flexible PVC Hose (with solvent cemented joints) in Pools, Hot Tubs, Spas and Jetted Bathtubs.

Installation, materials and inspection shall comply with the current edition of the Uniform Swimming Pool Code and Uniform Plumbing Code published by the International Association of Plumbing and Mechanical Officials, and shall also comply with this Standard.

Note: The following sections of the Uniform Swimming Pool Code and Uniform Plumbing Code apply to Flexible PVC Hose.

USPC
 201.0Definitions
 310.0Piping
 316.0Joints and Connections
 319.0Tests
 Table 6-1Materials
UPC
 218.0Definitions of PVC
 310.0Workmanship
 313.0Protection of Piping, materials, and Structures
 315.0Backfilling
 Table 14-1Materials
ABBREVIATIONS.
ASTMAmerican Society for Testing and Materials
IAPMOInternational Association of Plumbing and Mechanical Officials
UPCUniform Plumbing Code
USPCUniform Swimming Pool, [Spa and Hot Tub] Code

1.0 MINIMUM STANDARDS.

1.1 Material. Materials shall perform to the appropriate standard in Table 6 - 1 of the Uniform Swimming Pool Code.

1.2 Applicable Standards. For applicable standards, see Table 6 - 1 of the Uniform Swimming Pool Code.

2.0 MARKINGS.

2.1 Hoses, fittings, solvent cement and primer used shall be marked with the designated IAPMO certification mark to show compliance with this standard.

3.0 PROTECTION OF HOSES.

3.1 Storage. Unprotected hose shall not be stored in direct sunlight. The hose shall be stored in a way to protect it from mechanical damage (slitting, puncturing, etc.). Exposure to sunlight during normal construction periods is not harmful. PVC solvent cement shall be stored in a cool place, except when actually in use at the job site. The solvent cement manufacturer's specific storage recommendations shall be followed.

3.2 Thermal Expansion. Hose shall be “snaked“ in the trench bottom with enough slack, at least 6 in. (152.4 mm) per 100 ft. (30.5 m), to compensate for thermal expansion and contration before stabilizing hose. Stabilize hose by bringing it approximately to operating temperature before testing and backfilling by one of the following methods:

  1. Backfill with a layer of soil for shading.
  2. Fill with water at operating temperature.
  3. Allow to stand overnight.

3.3 Exposed Hose. Hose above grade when located on the exterior of the building or structure shall be protected from mechanical damage to the satisfaction of the Administrative Authority. Where exposed to sunlight, the hose shall be wrapped with at least 0.040 in. (1.0 mm) of tape or other approved method acceptable to the Administrative Authority.

4.0 TRENCHING, COVER, AND BACKFILL.

4.1 Trenching and Cover. Trench bottoms shall be uniformly graded and shall be of either undisturbed soil or shall consist of a layer or layers of compacted backfill so that minimum settlement will take place.

4.2 Backfill. Selected backfill shall be used to provide firm continuous support and proper compaction. Backfill over hose, except that joints shall be left exposed. After inspection and pressure test, complete backfill to a minimum of 12 in. (0.3 m) cover.

449

5.0 INSTALLATION.

5.1 Solvent Cement Joints.

5.1.1 Selection. Solvent cement shall be recommended for flexible PVC hose by the manufacturer. Follow manufacturer's recommendations for types of solvent cement for flexible PVC hose.

5.1.2 Handling (to maintain effectiveness). Use solvent cement in containers no larger than 1 quart (1 liter). Keep solvent cement can closed and in the shade when not in use. Keep applicator submerged in solvent cement between application. When solvent cement becomes thicker, THROW IT AWAY. Solvent cement shall NOT be thinned.

5.1.3 Size of Applicator. Follow manufacturer's recommendations.

5.1.4 Application. Follow manufacturer's recommendations.

5.1.5 General Principles.

5.1.5.1 To consistently make good joints, the following should be clearly understood and adhered to:

  1. The joining surfaces must be softened (dissolved) and made semi-fluid.
  2. Sufficient cement must be applied to fill the gap between hose and fitting.
  3. Assembly of hose and fittings must be made while the surfaces are still wet and fluid.
  4. Joint strength develops as the cement dries. In the tigth part of the joints the surfaces will tend to fuse together; in the loose part the cement will bond to both surfaces.
  5. When solvent welding flexible PVC hose to other than PVC fittings, follow manufacturer's installation instructions.

5.1.5.2 Penetration and dissolving can be achieved by the cement itself, by a suitable primer, or by the use of both primer and cement. A suitable primer will penetrate and dissolve the plastic more quickly than cement alone. In cold weather more time and additional applications are required (see Figure 1).

FIGURE 1 AREAS OF HOSE AND FITTINGS TO BE SOFTENED (DISSOLVED) AND PENETRATED

FIGURE 1
AREAS OF HOSE AND FITTINGS TO BE SOFTENED (DISSOLVED) AND PENETRATED

5.1.5.3 More than sufficient cement to fill the loose part of the joint must be applied (see Figure 2). Besides filling the gap, adequate cement layers will penetrate the surfaces and also remain wet until the joint is assembled.

FIGURE 2 CEMENT COATINGS OF SUFFICIENT THICKNESS

FIGURE 2
CEMENT COATINGS OF SUFFICIENT THICKNESS

5.1.5.4 If the cement coatings on the hose and fittings are wet and fluid when assembly takes place, they will tend to flow together and become one cement layer. Also, if the cement is wet the surfaces beneath them will still be soft, and these dissolved surfaces in the tight part of the joint will tend to fuse together (see Figure 3).

FIGURE 3 ASSEMBLY OF SURFACES WHILE THEY ARE WET AND SOFT

FIGURE 3
ASSEMBLY OF SURFACES WHILE THEY ARE WET AND SOFT

5.1.5.5 As the solvent dissipates, the cement layer and the dissolved surfaces will harden with a corresponding increase in joint strength. A good joint will take the required working pressure long before the joint is fully dry and final strength is obtained. In the tight (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Completed joints should not be disturbed until they have cured sufficiently to withstand handling. Joint strength develops as the cement dries. Information about development of bond strength of solvent cemented joints is available (see Figure 4).

FIGURE 4 BONDED AND FUSED SURFACES OF JOINED HOSES

FIGURE 4 BONDED AND FUSED SURFACES OF JOINED HOSES

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5.1.6 Procedure.

Note: Do not take SHORT CUTS. Most failures are caused by short cuts. DON'T TAKE A CHANCE.

Step 1 Cut hose square with hand saw and miter box, mechanical cut-off saw, or tube cutter designed for plastic.

Step 2 Ream and chamfer hose (to eliminate sharp edges, beads and all burrs).

Step 3 Clean all dirt, moisture, and grease from hose and fitting socket. Use a clean, dry rag.

Step 4 Check dry fit of hose in fitting. Hose should enter fitting socket from & to ¾ depth of socket.

Step 5 Soften inside socket surface by applying an aggressive primer which is a true solvent for PVC and is recommended by the manufacturer.

Step 6 Soften mating outside surface of hose to depth of socket by applying a liberal coat of the (aggressive) primer. Be sure entire surface is softened.

Step 7 Again coat inside socket surface with the (aggressive) primer. Then, without delay, apply solvent cement liberally to outside of hose. Use more than enough to fill any gaps.

Step 8 Apply a light coat of PVC solvent cement to inside of socket using straight outward strokes (to keep excess solvent out of socket). This is also to prevent solvent cement damage to hose. For loose fits, apply a second coat of solvent cement. Time is important at this stage. (See 5.1.4)

Step 9 While both the inside socket surface and the outside surface of the hose are SOFT and WET with solvent cement, forcefully bottom the hose in the socket, giving the hose a one-quarter turn, if possible. The hose must go to the bottom of the socket.

Step 10 Hold the joint together until tight.

Step 11 Wipe excess cement from the hose. A properly made joint will normally show a bead around its entire perimeter. Any gaps may indicate insufficient cement or the use of light bodied cement on larger diameters where heavy bodied cement should have been used.

Step 12 Do not disturb joint for the following periods:

30 minutes minimum at 60°F to 100°F (16°C to 38°C)

1CAUTION: Primers are toxic. Don't allow them to touch skin. Suitable gloves are advised.

1 hour minimum at 40°F to 60°F (4°C to 16°C)

2 hours minimum at 20°F to 40°F (-7°C to 4°C)

4 hours minimum at 0°F to 20°F (-18°C to -7°C)

Handle the newly assembled joints carefully during these periods. If gaps (step 11) or loose fits are encountered in the system, double these periods.

Step 13 The system shall not be pressurized until the joints have cured (set) at least as long as recommended by the manufacturer. If manufacturer's recommendation is not available, the cure times as shown in Table 1 are required.

5.1.7 Installation and Testing.

5.1.7.1 Installation. The hose shall be properly supported to prevent excessive sagging.

5.1.7.2 Testing.

  1. All pool, spa, and hot tub piping shall be inspected and approved before being covered or concealed, except as permitted by Sections 3.2 and 4.2. It shall be tested and proved tight to the satisfaction of the Administrative Authority, under a static water or air pressure test of not less than 35 psi (241 kPa) for 15 minutes.

    Exception: All exposed equipment need not be tested as required in this section.

  2. All swimming pool, spa, or hot tub installations must be completed, filled with water, and in operation before final inspection.

5.1.8 SAFETY REQUIREMENTS AND PRECAUTIONS1

5.1.8.1 General. Solvents contained in PVC plastic hose cements are classified as airborne contaminants and flammable and combustible liquids. Precautions listed in this section should be followed to avoid injury to personnel and the hazard of fire.

5.1.8.2 SAFETY PRECAUTIONS

  1. Prolonged breathing of solvent vapors should be avoided. When hose and fittings are being joined in partially enclosed areas, a ventilating device should be used in such a manner to minimize the entry of vapors into the breathing areas.
  2. Solvent cements should be kept away from all sources of ignition, heat, sparks and open flame.
  3. Containers for solvent cements should be kept tightly closed except when the cement is being used.
  4. All rags and other materials used for mopping up spills should be kept in a safety waste receptacle which should be emptied daily.451
TABLE 1
MINIMUM CURE TIME, IN HOURSA,B
TEST PRESSURE FOR HOSE
 SIZES ½″ to 1¼″ 12.7 mm to 31.8 mmSIZES 1½″ to 3″ 38.1 mm to 76.2 mmSIZES 3½″ to 8″ 88.9 mm to 203.2 mm
TEMP. RANGE DURING CURE PERIODUP TO 180 PSI (1240.2 kPa)ABOVE 180 TO 370 PSI (1240.2 to 2549.3 kPa)UP TO 180 PSI (1240.2 kPa)ABOVE 180 TO 315 PSI (1240.2 to 2170.4 kPa)UP TO 180 PSI (1240.2 kPa)ABOVE 180 TO 315 PSI (1240.2 to 2170.4 kPa)
A. It is important to note that at temperatures colder than 20°F (-6.7°C) on sizes that exceed 3 in. (76.2 mm), test results indicate that many variables exist in the actual cure rate of the joint. The data expressed in these categories represent only estimated averages. In some cases, cure will be achieved in less time, but isolated test results indicate that even longer periods of cure may be required.
B. These cure schedules are based on laboratory test data obtained on Net Fit Joints (NET FIT = in a dry fit the pipe bottoms snugly in the fitting socket without meeting interference). The relative humidity in these tests was 50% or less. Higher relative humidity may require longer cure periods.
60°F-100°F (16°C-38°C)1 hr6 hr2 hr12 hr6 hr24 hr
40°F-60°F (4°C-16°C)2 hr12 hr4 hr24 hr12 hr48 hr
10°F-40°F (-12°C+4°C)8 hr48 hr16 hr96 hr48 hr8 days
  1. Most of the solvents used in PVC hose cements can be considered eye irritants and contact with the eye should be avoided for it may cause eye injury. Proper eye protection and the use of chemical goggles or face shields is advisable where the possibility of splashing exists in handling solvent cements. In case of eye contact, flush with plenty of water for 15 min. and call a physician immediately.
  2. Repeated contact with the skin should be avoided. Proper gloves impervious to and unaffected by the solvents should be worn when frequent contact with the skin is likely. Application of the solvents or solvent cements with rags and bare hands is not recommended. Brushes and other suitable applicators can be used effectively for applying the solvent cement, thus avoiding skin contact. In the event of excessive contact, remove contaminated clothing and wash skin with soap and water.

ADOPTED: 1989

REVISED: 2003

452

INSTALLATION STANDARD
FOR
ASSEMBLED WHIRLPOOL BATH APPLIANCES
IAPMO SIS 2-2003

1. Purpose and Scope

To ensure the proper installation of fittings and pumps to maintain no more than the maximum, allowed water retention for each system installed on each different make/model of bathtub. This is a field inspection to be done by the Administrative Authority, and because of this, there will be special, specific points of reference included in the installation instructions to locate jet-suction fitting-pump elevations.

2. Testing

To receive USPC listing, the manufacturer of the kit/or assembler of the whirlpool bath appliance shall provide sample tubs/systems to an approved testing laboratory and said tubs shall be tested to ANSI A 112.19.7M. The sample tubs shall represent the parameters described below:

 Tub Volume1No. of JetsPump Size2
1As measured in gallon, to the overflow.
2As rated in gallons per minute (GPM).
Sample #1LargestGreatestLargest
Sample #2LargestLeastSmallest
Sample #3SmallestGreatestLargest
Sample #4SmallestLeastSmallest

3. Instructions

A complete set of installation instructions shall be provided with each appliance or kit and shall include the following:

  1. A side view drawing showing location of jets, suction fittings, pumps, piping and any other parts of the whirlpool system that affect the water retention of the entire system. A point or points of reference shall be chosen by the manufacturer to enable the Administrative Authority to verify these locations after installation of the tub.
  2. Cross reference shall be made as to the kit and the tub (make and model) for which it is listed.
  3. A drawing showing the pump mounting and all hardware to be used.
  4. Recommendations for piping support.

4. Labeling Requirements

Labels shall be permanently affixed to the appliances to be visible from the access door upon final inspection. Labels shall contain the following information:

  1. Title: Assembled Whirlpool Bathtub Appliances
  2. Assembler's Company Name
  3. Date Assembled
  4. Kit Manufacturer Model Number
  5. USPC certification mark with registration ®

ADOPTED: 1990

REVISED: 2003

453

454

CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE
APPENDIX K - PRIVATE SEWAGE DISPOSAL SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire ChapterX XX  XX         
Adopt Entire Chapter as
amended (amended sections
listed below)
                 
Adopt only those sections
that are listed below
                 
Chapter/Section                 

455

456

APPENDIX K
PRIVATE SEWAGE DISPOSAL SYSTEMS

K 1.0 Private Sewage Disposal – General.

  1. Where permitted by Section 713.0, the building sewer shall be permitted to be connected to a private sewage disposal system complying with the provisions of this appendix. The type of system shall be determined on the basis of location, soil porosity, and groundwater level, and shall be designed to receive all sewage from the property. The system, except as otherwise approved, shall consist of a septic tank with effluent discharging into a subsurface disposal field, into one (1) or more seepage pits, or into a combination of subsurface disposal field and seepage pits. The Authority Having Jurisdiction shall be permitted to grant exceptions to the provisions of this appendix for permitted structures that have been destroyed due to fire or natural disaster and that cannot be reconstructed in compliance with these provisions provided that such exceptions are the minimum necessary.
  2. Where the quantity or quality of the sewage is such that the above system cannot be expected to function satisfactorily for commercial, agricultural, and industrial plumbing systems; for installations where appreciable amounts of industrial or indigestible wastes are produced; for occupancies producing abnormal quantities of sewage or liquid waste; or when grease interceptors are required by other parts of this code, the method of sewage treatment and disposal shall be first approved by the Authority Having Jurisdiction, Special sewage disposal systems for minor, limited, or temporary uses shall be first approved by the Authority Having Jurisdiction.
  3. Disposal systems shall be designed to utilize the most porous or absorptive portions of the soil formation. Where the groundwater level extends to within twelve (12) feet (3,658 mm) or less of the ground surface or where the upper soil is porous and the underlying stratum is rock or impervious soil, a septic tank and disposal field system shall be installed.
  4. Disposal systems shall be located outside of flood hazard areas.

    Exception: Where suitable sites outside of flood hazard areas are not available, disposal systems shall be permitted to be located in flood hazard areas on sites where the effects of inundation under conditions of the design flood are minimized.

  5. All private sewage disposal systems shall be so designed that additional seepage pits or subsurface drain fields, equivalent to not less than one-hundred (100) percent of the required original system, shall be permitted to be installed where the original system cannot absorb all the sewage. No division of the lot or erection of structures on the lot shall be made if such division or structure impairs the usefulness of the one-hundred (100) percent expansion area.
  6. No property shall be improved in excess of its capacity to properly absorb sewage effluent by the means provided in this code.

    Exception: The Authority Having Jurisdiction shall be permitted to, at its discretion, approve an alternate system.

  7. No private sewage disposal system, or part thereof, shall be located in any lot other than the lot that is the site of the building or structure served by such private sewage disposal system, nor shall any private sewage disposal system or part thereof be located at any point having less than the minimum distances indicated in Table K-1.
    Nothing contained in this code shall be construed to prohibit the use of all or part of an abutting lot to provide additional space for a private sewage disposal system or part thereof when proper cause, transfer of ownership, or change of boundary not in violation of other requirements has been first established to the satisfaction of the Authority Having Jurisdiction. The instrument recording such action shall constitute an agreement with the Authority Having Jurisdiction, which shall clearly state and show that the areas so joined or used shall be maintained as a unit during the time they are so used. Such agreement shall be recorded in the office of the County Recorder as part of the conditions of ownership of said properties and shall be binding on all heirs, successors, and assigns to such properties. A copy of the instrument recording such proceedings shall be filed with the Authority Having Jurisdiction.
  8. When there is insufficient lot area or improper soil conditions for adequate sewage disposal for the building or land use proposed, and the Authority Having Jurisdiction so finds, no building permit shall be issued and no private sewage disposal shall be permitted. Where space or soil conditions are critical, no building permit shall be issued until engineering data and test reports satisfactory to the Authority Having Jurisdiction have been submitted and approved.
  9. Nothing contained in this appendix shall be construed to prevent the Authority Having Jurisdiction from requiring compliance with additional requirements than those contained herein, where such additional requirements are essential to maintain a safe and sanitary condition.
  10. Alternate systems shall be permitted to be used only by special permission of the Authority Having Jurisdiction after being satisfied of their adequacy. This authorization is based on extensive field and test data from conditions similar to those at the proposed site, or require such additional data as necessary to provide assurance that the alternate system will produce continuous and long-range results at the proposed site, not less than equivalent to systems which are specifically authorized. 457
    If demonstration systems are to be considered for installation, conditions for installation, maintenance, and monitoring at each such site shall first be established by the Authority Having Jurisdiction.
    Approved aerobic systems shall be permitted to be substituted for conventional septic tanks provided the Authority Having Jurisdiction is satisfied that such systems will produce results not less than equivalent to septic tanks, whether their aeration systems are operating or not.

K 2.0 Capacity of Septic Tanks.

The liquid capacity of all septic tanks shall conform to Tables K-2 and K-3 as determined by the number of bedrooms or apartment units in dwelling occupancies and the estimated waste/sewage design flow rate or the number of plumbing fixture units as determined from Table 7-3 of this Code, whichever is greater in other building occupancies. The capacity of any one (1) septic tank and its drainage system shall be limited by the soil structure classification, as specified in Table K-4.

K 3.0 Area of Disposal Fields and Seepage Pits.

The minimum effective absorption area in disposal fields in square feet (m2), and in seepage pits in square feet (m2) of sidewall, shall be predicated on the required septic tank capacity in gallons (liters) and/or estimated waste/sewage flow rate, whichever is greater, and shall conform to Table K-4 as determined for the type of soil found in the excavation, and shall be as follows:

  1. When disposal fields are installed, a minimum of one-hundred and fifty (150) square feet (14 m2) of trench bottom shall be provided for each system exclusive of any hard pan, rock, clay, or other impervious formations. Sidewall area in excess of the required twelve (12) inches (305 mm) and a maximum of thirty-six (36) inches (914 mm) below the leach line shall be permitted to be added to the trench bottom area when computing absorption areas.
  2. Where leaching beds are permitted in lieu of trenches, the area of each such bed shall be not less than fifty (50) percent greater than the tabular requirements for trenches. Perimeter sidewall area in excess of the required twelve (12) inches (305 mm) and a maximum of thirty-six (36) inches (914 mm) below the leach line shall be permitted to be added to the trench bottom area when computing absorption areas.
  3. No excavation for a leach line or leach bed shall be located within five (5) feet (1,524 mm) of the water table nor to a depth where sewage may contaminate the underground water stratum that is usable for domestic purposes.

    Exception: In areas where the records or data indicate that the groundwaters are grossly degraded, the five (5) foot (1,524 mm) separation requirement shall be permitted to be reduced by the Authority Having Jurisdiction. The applicant shall supply evidence of groundwater depth to the satisfaction of the Authority Having Jurisdiction.

  4. The minimum effective absorption area in any seepage pit shall be calculated as the excavated sidewall area below the inlet exclusive of any hardpan, rock, clay, or other impervious formations. The minimum required area of porous formation shall be provided in one (1) or more seepage pits. No excavation shall extend within ten (10) feet (3,048 mm) of the water table not to a depth where sewage contaminate underground water stratum that is usable for domestic purposes.

    Exception: In areas where the records or data indicate that the groundwaters are grossly degraded, the ten (10) foot (3,048 mm) separation requirement shall be permitted to be reduced by the Authority Having Jurisdiction.


    The applicant shall supply evidence of groundwater depth to the satisfaction of the Authority Having Jurisdiction.
  5. Leaching chambers shall be sized on the bottom absorption area (nominal unit width) in square feet. The required area shall be calculated using Table K-4 with a 0.70 multiplier.

K 4.0 Percolation Test.

  1. Wherever practicable, disposal field and seepage pit sizes shall be computed from Table K-4. Seepage pit sizes shall be computed by percolation tests, unless use of Table K-4 is approved by the Authority Having Jurisdiction.
  2. In order to determine the absorption qualities of seepage pits and of questionable soils other than those listed in Table K-4, the proposed site shall be subjected to percolation tests acceptable to the Authority Having Jurisdiction.
  3. When a percolation test is required, no private disposal system shall be permitted to serve a building if that test shows the absorption capacity of the soil is less than 0.83 gallons per square foot (33.8 L/m2) or more than 5.12 gallons per square foot (208 L/m2) of leaching area per 24 hours. If the percolation tests shows an absorption rate greater than 5.12 gallons per square foot (208 L/m2) per 24 hours, a private disposal system shall be permitted if the site does not overlie groundwaters protected for drinking water supplies, a minimum thickness of two (2) feet (610 mm) of the native soil below the entire proposed system is replaced by loamy sand, and the system design is based on percolation tests made in the loamy sand.

K 5.0 Septic Tank Construction.

  1. Plans for all septic tanks shall be submitted to the Authority Having Jurisdiction for approval. Such plans shall show all dimensions, reinforcing, structural calculations, and such other pertinent data as required.
  2. Septic tank design shall be such as to produce a clarified effluent consistent with accepted standards and shall provide adequate space for sludge and scum accumulations.
  3. Septic tanks shall be constructed of solid durable materials not subject to excessive corrosion or decay and shall be watertight.458
  4. Septic tanks shall have a minimum of two (2) compartments. The inlet compartment of any septic tank shall be not less than two-thirds (2/3) of the total capacity of the tank, nor less than five-hundred (500) gallons (1.9 m3) liquid capacity, and shall be not less than three (3) feet (914 mm) in width and five (5) feet (1,524 mm) in length. Liquid depth shall be not less than two (2) feet (610 mm) and six (6) inches (152 mm) nor more than six (6) feet (1,829 mm). The secondary compartment of any septic tank shall have a minimum capacity of two-hundred fifty (250) gallons (1.0 m3) and a maximum capacity of one-third (1/3) of the total capacity of such tank. In septic tanks having over a fifteen-hundred (1,500) gallon (5.7 m3) capacity, the secondary compartment shall be not less than five (5) feet (1,524 mm) in length.
  5. Access to each septic tank shall be provided by not less than two (2) manholes twenty (20) inches (508 mm) in minimum dimension or by an equivalent removable cover slab. One (1) access manhole shall be located over the inlet and one (1) access manhole shall be located over the outlet. Wherever a first compartment exceeds twelve (12) feet (3,658 mm) in length, an additional manhole shall be provided over the baffle wall.
  6. The inlet and outlet pipe openings shall not be larger in size than the connecting sewer pipe. The vertical leg of round inlet and outlet fittings shall not be less in size than the connecting sewer pipe nor less than four (4) inches (102 mm). A baffle-type fitting shall have the equivalent cross-sectional area of the connecting sewer pipe and not less than a four (4) inch (102 mm) horizontal dimension when measured at the inlet and outlet pipe inverts.
  7. The inlet and outlet pipe or baffle shall extend four (4) inches (102 mm) above and not less than twelve (12) inches (305 mm) below the water surface. The invert of the inlet pipe shall be at a level not less than two (2) inches (51 mm) above the invert of the outlet pipe.
  8. Inlet and outlet pipe fittings or baffles and compartment partitions shall have a free vent area equal to the required cross-sectional area of the house sewer or private sewer discharging therein to provide free ventilation above the water surface from the disposal field or seepage pit through the septic tank, house sewer, and stack to the outer air.
  9. The sidewalls shall extend not less than nine (9) inches (229 mm) above the liquid depth. The cover of the septic tank shall be not less than two (2) inches (51 mm) above the back vent openings.
  10. Partitions or baffles between compartments shall be of solid, durable material and shall extend not less than four (4) inches (102 mm) above the liquid level. An inverted fitting equivalent in size to the tank inlet, but in no case less than four (4) inches (102 mm) in size, shall be installed in the inlet compartment side of the baffle with the bottom of the fitting placed midway in the depth of the liquid. Wooden baffles are prohibited.
  11. Structural Design.
    1. General. Each such tank shall be structurally designed to withstand all anticipated earth or other loads. Septic tank covers shall be capable of supporting an earth load of not less than five-hundred (500) pounds per square foot (23.9 kPa) when the maximum coverage does not exceed three (3) feet (914 mm).
    2. Flood Loads. In flood hazard areas, tanks shall be anchored to counter buoyant forces during conditions of the design flood. The vent termination and service manhole of the tank shall be a minimum of 2 feet (610 mm) above the design flood elevation or fitted with covers designed to prevent the inflow of flood-water or the outflow of the contents of the tanks during conditions of the design flood.
  12. Septic tanks installed under concrete or blacktop paving shall have the required manholes accessible by extending the manhole openings to grade in a manner acceptable to the Authority Having Jurisdiction.
  13. Materials.
    1. Concrete Septic Tanks. All materials used in constructing a septic tank shall be in accordance with applicable standards in Chapter 14, Table 14-1.
    2. Steel Septic Tanks. The minimum wall thickness of any steel septic tank shall be number twelve (12) U.S. gauge (0.109) (2.8 mm), and each such tank shall be protected from corrosion both externally and internally by an approved bituminous coating or by other acceptable means.
    3. Alternate Materials. Septic tanks constructed of alternate materials shall be permitted to be approved by the Authority Having Jurisdiction when complying with approved applicable standards.
  14. Prefabricated Septic Tanks.
    1. Manufactured or prefabricated septic tanks shall comply with all approved applicable standards and be approved by the Authority Having Jurisdiction.
    2. Independent laboratory tests and engineering calculations certifying the tank capacity and structural stability shall be provided as required by the Authority Having Jurisdiction.

K 6.0 Disposal Fields.

  1. Distribution lines shall be constructed of clay tile laid with open joints, perforated clay pipe, perforated bituminous fiber pipe, perforated high-density polyethylene pipe, perforated ABS pipe, perforated PVC pipe, or other approved materials, provided that sufficient openings are available for distribution of the effluent into the trench area.
  2. Before placing filter material or drain lines in a prepared excavation, all smeared or compacted surfaces shall be removed from trenches by raking to a depth of one (1) inch (25.4 mm) and the loose material removed. Clean 459 stone, gravel, slag, or similar filter material acceptable to the Authority Having Jurisdiction, varying in size from three fourths (3/4) inch to two and one-half (2-1/2) inches (19.1 mm to 64 mm), shall be placed in the trench to the depth and grade required by this section. Drain pipe shall be placed on filter material in an approved manner. The drain lines shall then be covered with filter material to the minimum depth required by this section, and this material covered with untreated building paper, straw, or similar porous material to prevent closure of voids with earth backfill. No earth backfill shall be placed over the filter material cover until after inspection and acceptance.

    Exception: Listed or approved plastic leaching chambers shall be permitted to be used in lieu of pipe and filter material. Chamber installations shall follow the rules for disposal fields, where applicable, and shall conform to manufacturer's installation instructions.

     MINIMUMMAXIMUM
    Number of drain lines per field1
    Length of each line100 feet (30,480 mm)
    Bottom width of trench18 inches (457 mm)36 inches (914 mm)
    Spacing of lines, center-to-center6 feet (1,829 mm)
    Depth of earth cover of lines [preferred–18 inches (457 mm)]12 inches (305 mm)
    Grade of lineslevel3 in./100 ft. (25 mm/m)
    Filter material under drain lines12 inches (305 mm)
    Filter material over drain lines2 inches (51 mm)
  3. A grade board staked in the trench to the depth of filter material shall be utilized when the distribution line is constructed with drain tile or a flexible pipe material that will not maintain alignment without continuous support.
  4. When seepage pits are used in combination with disposal fields, the filter material in the trenches shall terminate not less than five (5) feet (1,524 mm) from the pit excavation, and the line extending from such points to the seepage pit shall be approved pipe with watertight joints.
  5. Where two (2) or more drain lines are installed, an approved distribution box of sufficient size to receive lateral lines shall be installed at the head of each disposal field. The inverts of all outlets shall be level, and the invert of the inlet shall be not less than one (1) inch (25.4 mm) above the outlets. Distribution boxes shall be designed to ensure equal flow and shall be installed on a level concrete slab in natural or compacted soil.
  6. Laterals from a distribution box to the disposal field shall be approved pipe with watertight joints. Multiple disposal field laterals, wherever practicable, shall be of uniform length.
  7. Connections between a septic tank and a distribution box shall be laid with approved pipe with watertight joints on natural ground or compacted fill.
  8. When the quantity of sewage exceeds the amount that can be disposed in five-hundred (500) lineal feet (152.4 m) of leach line, a dosing tank shall be used. Dosing tanks shall be equipped with an automatic siphon or pump that discharges the tank once every three (3) or four (4) hours. The tank shall have a capacity equal to sixty (60) to seventy-five (75) percent of the interior capacity of the pipe to be dosed at one time. Where the total length of pipe exceeds one thousand (1,000) lineal feet (304.8 m), the dosing tank shall be provided with two (2) siphons or pumps dosing alternately and each serving one-half (1/2) of the leach field.
  9. Disposal fields shall be constructed as follows:

    (See chart above.)


    Minimum spacing between trenches or leaching beds shall be four (4) feet (1,219 mm) plus two (2) feet (610 mm) for each additional foot (305 mm) of depth in excess of one (1) foot (305 mm) below the bottom of the drain line. Distribution drain lines in leaching beds shall be a maximum of six (6) feet (1,829 mm) apart on centers, and no part of the perimeter of the leaching bed shall be more than three (3) feet (914 mm) from a distribution drain line. Disposal fields, trenches, and leaching beds shall not be paved over or covered by concrete or any material that can reduce or inhibit any possible evaporation of sewer effluent.
  10. When necessary on sloping ground to prevent excessive line slope, leach lines or leach beds shall be stepped. The lines between each horizontal section shall be made with watertight joints and shall be designed so each horizontal leaching trench or bed shall be utilized to the maximum capacity before the effluent shall pass to the next lower leach line or bed. The lines between each horizontal leaching section shall be made with approved watertight joints and installed on natural or unfilled ground.

K 7.0 Seepage Pits.

  1. The capacity of seepage pits shall be based on the quantity of liquid waste discharging thereinto and on the character and porosity of the surrounding soil, and shall conform to Section K 3.0 of this appendix.
  2. Multiple seepage pit installations shall be served through an approved distribution box or be connected in series by means of a watertight connection laid on undistributed or compacted soil; the outlet from the pit shall have an approved vented leg fitting extending not less than twelve (12) inches (305 mm) below the inlet fitting.460
  3. Each seepage pit shall be circular in shape and shall have an excavated diameter of not less than four (4) feet (1,219 mm). Each such pit shall be lined with approved-type whole new hard-burned clay brick, concrete brick, concrete circular-type cesspool blocks, or other approved materials. Approval shall be obtained prior to construction for any pit having an excavated diameter greater than six (6) feet (1,829 mm).
  4. The lining in every seepage pit shall be laid on a firm foundation. Lining materials shall be placed tight together and laid with joints staggered. Except in the case of approved-type precast concrete circular sections, no brick or block shall be greater in height than its width, and shall be laid flat to form not less than a four (4) inch (102 mm) wall. Brick or block greater than twelve (12) inches (305 mm) in length shall have chamfered matching ends and be scored to provide for seepage. Excavation voids behind the brick, block, or concrete liner shall have a minimum of six (6) inches (152 mm) of clean three-fourths (3/4) inch (19.1 mm) gravel or rock.
  5. All brick or block used in seepage pit construction shall have a minimum compressive strength of twenty-five-hundred (2,500) pounds per square inch (17,237 kPa).
  6. Each seepage pit shall have a minimum sidewall (not including the arch) of ten (10) feet (3,048 mm) below the inlet.
  7. The arch or dome of any seepage pit shall be permitted to be constructed in one of three ways:
    1. Approved-type hard-burned clay brick or solid concrete brick or block laid in cement mortar.
    2. Approved brick or block laid dry.
      In both of the above methods, an approved cement mortar covering of not less than two (2) inches (51 mm) in thickness shall be applied, said covering to extend not less than six (6) inches (152 mm) beyond the sidewalls of the pit.
    3. Approved-type one or two-piece reinforced concrete slab of twenty-five-hundred (2,500) pounds per square inch (17,237 kPa) minimum compressive strength, not less than five(5) inches (127 mm) thick and designed to support an earth load of not less than four-hundred (400) pounds per square foot (19.2 kPa). Each such cover shall be provided with a nine (9) inch (229 mm) minimum inspection hole with plug or cover and shall be coated on the underside with an approved bituminous or other nonpermeable protective compound.
  8. The top of the arch or cover must be not less than eighteen (18) inches (457 mm) but not more than four (4) feet (1219 mm) below the surface of the ground.
  9. An approved vented inlet fitting shall be provided in every seepage pit so arranged as to prevent the inflow from damaging the sidewall.

    Exception: When using a one- or two-piece concrete slab cover inlet, fitting shall be permitted to be a one-fourth (¼) bend fitting discharging through an opening in the top of the slab cover. On multiple seepage pit installations, the outlet fittings shall be per Section K 7.0 (B) of this appendix.

K 8.0 Cesspools.

  1. A cesspool shall be considered only as a temporary expedient pending the construction of a public sewer; as an overflow facility when installed in conjunction with an existing cesspool; or as a means of sewage disposal for limited, minor, or temporary uses, when first approved by the Authority Having Jurisdiction.
  2. Where it is established that a public sewer system will be available in less than two (2) years and soil and groundwater conditions are favorable to cesspool disposal, cesspools without septic tanks shall be permitted to be installed for single-family dwellings or for other limited uses when first approved by the Authority Having Jurisdiction.
  3. Each cesspool, when permitted, shall conform to the construction requirements set forth in Section K 7.0 of this appendix for seepage pits and shall have a minimum sidewall (not including arch) of twenty (20) feet (6,096 mm) below the inlet, provided, however, that when a strata of gravel or equally pervious material of four (4) feet (1,219 mm) in thickness is found, the depth of such sidewall shall be not more than ten (10) feet (3,048 mm) below the inlet.
  4. When overflow cesspools or seepage pits are added to existing installations, the effluent shall leave the existing pit through an approved vented leg extending not less than twelve (12) inches (305 mm) downward into such existing pit and having its outlet flow line not less than six (6) inches (152 mm) below the inlet. All pipe between pits shall be laid with approved watertight joints.

K 9.0 Commercial or Industrial Special Liquid-Waste Disposal.

  1. When liquid wastes contain excessive amounts of grease, garbage, flammable wastes, sand, or other ingredients that affect the operation of a private sewage disposal system, an interceptor for such wastes shall be installed.
  2. Installation of such interceptors shall comply with Section 1009.0 of this code, and their location shall be in accordance with Table K-1 of this appendix.
  3. A sampling box shall be installed when required by the Authority Having Jurisdiction.
  4. Interceptors shall be of approved design and be not less than two (2) compartments. Structural requirements shall be in compliance with the applicable subparts of Section K 5.0 of this appendix.
  5. Interceptors shall be located as close to the source as possible and be accessible for servicing. All necessary manholes for servicing shall be at grade level and be gastight.461
RECOMMENDED DESIGN CRITERIA
Waste Flow Rate
See Table K-3 of this appendix for estimated flow rates.
Retention Times
Commercial kitchen waste:
Dishwasher and/or disposal2.5 hours
Single service kitchen:
Single serving with disposal1.5 hours
Sand-silt oil2.0 hours
Lint-silt (laundry)2.0 hours
Storage Factors
Fully equipped commercial kitchen8 hours operation: 1
 16 hours operation: 2
 24 hours operation: 3
Single service kitchen1.5
Auto washersself-serve: 1.5
 employee operated: 2
Laundries, laundromats1.5 (allows for rock filter)
GREASE AND GARBAGE, COMMERCIAL KITCHENS
Number of meals per peak hour×Waste flow rate×Retention time×Storage factor=Interceptor size (liquid capacity)
SAND-SILT OIL, AUTO WASHERS
Number of vehicles per hour×Waste flow rate×Retention time×Storage factor=Interceptor size (liquid capacity)
SILT-LINT GREASE, LAUNDRIES, LAUNDROMATS
Number of machines×2 cycles per hour×Waste flow rate×Retention time=Storage Factor=Interceptor size (liquid capacity)
  1. Waste discharge from interceptors shall be permitted to be connected to a septic tank or other primary system or be disposed into a separate disposal system.
  2. Recommended Design Criteria. A formula may be adapted to other types of occupancies with similar wastes. (See Recommended Design Criteria on next page).

K 10.0 Inspection and Testing.

  1. Inspection.
    1. Applicable provisions of Section 103.5 of this code and this appendix shall be complied with. Plans shall be required per Section 101.3 of this code.
    2. System components shall be properly identified as to manufacturer. Septic tanks or other primary systems shall have the rated capacity permanently marked on the unit.
    3. Septic tanks or other primary systems shall be installed on dry, level, well-compacted soil.
    4. If design is predicated on soil tests, the system shall be installed at the same location and depth as the tested area.
  2. Testing.
    1. Septic tanks or other primary components shall be filled with water to flow line prior to requesting inspection. Seams or joints shall be left exposed (except the bottom), and the tank shall remain watertight.
    2. A flow test shall be performed through the system to the point of effluent disposal. All lines and components shall be watertight. Capacities, required air space, and fittings shall be in accordance with the provisions set forth in this appendix.

K 11.0 Abandoned Sewers and Sewage Disposal Facilities.

  1. Every abandoned building (house) sewer, or part thereof, shall be plugged or capped in an approved manner within five (5) feet (1,524 mm) of the property line.
  2. Every cesspool, septic tank, and seepage pit that has been abandoned or has been discontinued otherwise from further use, or to which no waste or soil pipe from a plumbing fixture is connected, shall have the sewage removed therefrom and be completely filled with the earth, sand, gravel, concrete, or other approved material.
  3. The top cover or arch over the cesspool, septic tank, or seepage pit shall be removed before filling, and the filling shall not extend above the top of the vertical portions of the sidewalls or above the level of any outlet pipe until inspection has been called and the cesspool, septic tank, or seepage pit has been inspected. After such inspection, the cesspool, septic tank, or seepage pit shall be filled to the level of the top of the ground.
  4. No person owning or controlling any cesspool, septic tank, or seepage pit on the premises of such person or in

    462

    that portion of any public street, alley, or other public property abutting such premises shall fail, refuse, or neglect to comply with the provisions of this section or upon receipt of notice so to comply with the Authority Having Jurisdiction.
  5. Where disposal facilities are abandoned consequent to connecting any premises with the public sewer, the permittee making the connection shall fill all abandoned facilities as required by the Authority Having Jurisdiction within thirty (30) days from the time of connecting to the public sewer.

K 12.0 Drawings and Specifications.

The Authority Having Jurisdiction, Health Officer, or other department having jurisdiction shall be permitted to require any or all of the following information before a permit is issued for a private sewage disposal system or at any time during the construction thereof.

  1. Plot plan drawn to scale, completely dimensioned, showing direction and approximate slope of surface, location of all present or proposed retaining walls, drainage channels, water supply lines or wells, paved areas and structures on the plot, number of bedrooms or plumbing fixtures in each structure, and location to lot lines and structures.
  2. Details of construction necessary to ensure compliance with the requirements of this appendix together with a full description of the complete installation including quality, kind, and grade of all materials, equipment, construction, workmanship, and methods of assembly and installation.
  3. A log of soil formations and groundwater levels as determined by test holes dug in close proximity to any proposed seepage pit or disposal field, together with a statement of water absorption characteristics of the soil at the proposed site, as determined by approved percolation tests.
TABLE K-1
LOCATION OF SEWAGE DISPOSAL SYSTEM
MINIMUM HORIZONTAL DISTANCE IN CLEAR REQUIRED FROMBUILDING SEWERSEPTIC TANKDISPOSAL FIELDSEEPAGE PIT OR CESSPOOL
Note:
When disposal fields and/or seepage pits are installed in sloping ground, the minimum horizontal distance between any part of the leaching system and ground surface shall be fifteen (15) feet (4,572 mm).
1 Including porches and steps, whether covered or uncovered, breezeways, roofed porte cocheres, roofed patios, carports, covered walks, covered driveways, and similar structures or appurtenances.
2 See also Section 313.3 of the California Plumbing Code.
3 All drainage piping shall clear domestic water supply wells by not less than fifty (50) feet (15,240 mm). This distance may be reduced to not less than twenty five (25) feet (7,620 mm) when the drainage piping is constructed of materials approved for use within a building.
4 two (2) feet (610 mm) for each additional one (1) foot (305 mm) of depth in excess of one (1) foot (305 mm) below the bottom of the drain line. (See also Section K 6.0)
5 See Section 720.0 of the California Plumbing Code.
6 For parallel construction–For crossings, approval by the Health Department shall be required.
7 These minimum clear horizontal distances shall also apply between disposal fields, seepage pits, and the mean high-tide line.
Building or structures12 feet (610 mm)5 feet (1,524 mm)8 feet (2,438 mm)8 feet (2,438 mm)
Property line adjoining private propertyClear25 feet (1,524 mm)5 feet (1,524 mm)8 feet (2,438 mm)
Water supply wells50 feet (15,240 mm)50 feet (15,240 mm)100 feet (30.5 m)150 feet (45.7 m)
Streams and other bodies of water50 feet (15,240 mm)50 feet (15,240 mm)1007 feet (30.5 m)150 feet7 (45.7 m)
Trees10 feet (3,048 mm)10 feet (3,048 mm)
Seepage pits or cesspools5 feet (1,524 mm)5 feet (1,524 mm)12 feet (3,658 mm)
Disposal field5 feet (1,524 mm)4 feet4(1,219 mm)5 feet (1,524 mm)
On-site domestic water service line1 foot5 (305 mm)5 feet (1,524 mm)5 feet (1,524 mm)5 feet (1,524 mm)
Distribution box5 feet (1,524 mm)5 feet (1,524 mm)
Pressure public water main10 feet6 (3,048 mm)10 feet (3,048 mm)10 feet (3,048 mm)10 feet (3,048 mm)

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TABLE K-2
CAPACITY OF SEPTIC TANKS*
SINGLE-FAMILY DWELLINGS-NUMBER OF BEDROOMSMULTIPLE DWELLING UNITS OR APARTMENTS-ONE BEDROOM EACHOTHER USES: MAXIMUM FIXTURE UNITS SERVED PER TABLE 7-3MINIMUM SEPTIC TANK CAPACITY IN GALLONS (LITERS)
*Note:
Extra bedroom, 150 gallons (568 liters) each.
Extra dwelling units over 10:250 gallons (946 liters) each.
Extra fixture units over 100:25 gallons (95 liters) per fixture unit.
Septic tank sizes in this table include sludge storage capacity and the connection of domestic food waste disposal units without further volume increase.
1 or 215750 (2,839)
3201,000 (3,785)
42 units251,200 (4,542)
5 or 63331,500 (5,678)
4452,000 (7,571)
5552,250 (8,517)
6602,500 (9,464)
7702,750 (10,410)
8803,000 (11,356)
9903,250 (12,303)
101003,500 (13,249)
TABLE K-3
ESTIMATED WASTE/SEWAGE FLOW RATES

Because of the many variables encountered, it is not possible to set absolute values for waste/sewage flow rates for all situations. The designer should evaluate each situation and, if figures in this table need modification, they should be made with the concurrence of the Authority Having Jurisdiction.
TYPE OF OCCUPANCYGALLONS (LITERS) PER DAY
1. Airports15 (56.8) per employee
5(18.9) per passenger
2. Auto washersCheck with equipment manufacturer
3. Bowling alleys (snack bar only)75 (283.9) per lane
4. Camps:
Campground with central comfort station35 (132.5) per person
Campground with flush toilets, no showers25 (94.6) per person
Day camps (no meals served)15 (56.8) per person
Summer and seasonal50 (189.3) per person
5. Churches (Sanctuary)5 (18.9) per seat
with kitchen waste7 (26.5) per seat
6. Dance halls5 (18.9) per person
7. Factories
No showers25 (94.6) per employee
with showers35 (132.5) per employee
Cafeteria, add5 (18.9) per employee
8. Hospitals250 (946.4) per bed
Kitchen waste only25 (94.6) per bed
Laundry waste only40 (151.4) per bed
9. Hotels (no kitchen waste)60 (227.1) per bed (2 person)
10. Institutions (Resident)75 (283.9) per person
Nursing home125 (473.2) per person
Rest home125 (473.2) per person
11. Laundries, self-service
(minimum 10 hours per day)50 (189.3) per wash cycle
CommercialPer manufacturer’s specifications464
12. Motel50 (189.3) per bed space
with kitchen60 (227.1) per bed space
13. Offices20 (75.7) per employee
14. Parks, mobile homes250 (946.4) per space
picnic parks (toilets only)20 (75.7) per parking space
recreational vehicles—
without water hook-up75 (283.9) per space
with water and sewer hook-up100 (378.5) per space
15. Restaurants–cafeterias20 (75.7) per customer
toilet7 (26.5) per customer
kitchen waste6 (22.7) per meal
add for garbage disposal1 (3.8) per meal
add for cocktail lounge2 (7.6) per customer
kitchen waste—Disposable service2 (7.6) per meal
16. Schools–Staff and office20 (75.7) per person
Elementary students15 (56.8) per person
Intermediate and high20 (75.7) per student
with gym and showers, add5 (18.9) per student
with cafeteria, add3 (11.4) per student
Boarding, total waste100 (378.5) per person
17. Service station, toilets1000 (3785) for 1st bay
500 (1892.7) for each additional bay
18. Stores20 (75.7) per employee
public restrooms, add1 per 10sq. ft. (4.1/m2) of floor space
19. Swimming pools, public10 (37.9) per person
20. Theaters, auditoriums5 (18.9) per seat
drive-in10 (37.9) per space
  1. Recommended Design Criteria. Sewage disposal systems sized using the estimated waste/sewage flow rates should be calculated as follows:
    1. Waste/sewage flow, up to 1,500 gallons/day (5,678 L/day) Flow × 1.5 = septic tank size.
    2. Waste/sewage flow, over 1,500 gallons/day (5,678 L/day) Flow × 0.75 + 1,125 = septic tank size.
    3. Secondary system shall be sized for total flow per 24 hours.
  2. Also see Section K 2.0 of this appendix.

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TABLE K-4
DESIGN CRITERIA OF FIVE TYPICAL SOILS
TYPE OF SOILREQUIRED sq. ft. OF LEACHING AREA/100 gal. (m2/L)MAXIMUM ABSORPTION CAPACITY IN gals./sq. ft. OF LEACHING AREA FOR A 24 HR. PERIOD (L/m2)
Coarse sand or gravel20(0.005)5.0(203.7)
Fine sand25(0.006)4.0(162.9)
Sandy loam or sandy clay40(0.010)2.5(101.8)
Clay with considerable sand or gravel90(0.022)1.1(44.8)
Clay with small amount of sand or gravel120(0.030)0.8(32.6)
TABLE K-5
REQUIRED SQUARE FEET OF LEACHING AREA/100 gal. SEPTIC TANK CAPACITYMAXIMUM SEPTIC TANK SIZE ALLOWABLE
 (m2/L)(gallons)(liters)
20–25(0.005–0.006)7,500(28,390)
40(0.010)5,000(18,927)
90(0.022)3,500(13,249)
120(0.030)3,000(11,356)

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CALIFORNIA PLUMBING CODE – MATRIX ADOPTION TABLE APPENDIX L - ALTERNATE PLUMBING SYSTEMS
Adopting AgencyBSCSFMHCDDSAOSHPDCSADPHAGRDWRCA
  121/ACACSSSS/CC1234     
Adopt Entire Chapter                 
Adopt Entire Chapter as amended (amended sections listed below)                 
Adopt only those sections that are listed below                 
Chapter/Section                 

467

468

APPENDIX L
ALTERNATE PLUMBING SYSTEMS

L 1.0 Scope.

L 1.1 The intent of this appendix is to provide clarification of procedures for the design and approval of engineered plumbing systems, alternate materials, and equipment not specifically covered in other parts of the code.

L 1.2 The provisions of this appendix apply to the design, installation, and inspection of an engineered plumbing system, alternate material, and equipment.

L 1.3 The Authority Having Jurisdiction has the right to require descriptive details of an engineered plumbing system, alternate material, or equipment including pertinent technical data to be filed.

L 1.4 Components, materials, and equipment must conform to standards and specifications listed in Table 14-1 of this code and other national consensus standards applicable to plumbing systems and materials.

L 1.5 Where such standards and specifications are not available, alternate materials and equipment must be approved per the provisions of Section 301.2 of this code.

L 2.0 Engineered Plumbing Systems.

L 2.1 Definition. Engineered Plumbing System: A system designed for a specific building project with drawings and specifications indicating plumbing materials to be installed, all as prepared by a person registered or licensed to perform plumbing design work.

L 2.2 Inspection and Installation. In other than one- and two-family dwellings, the designer of the system is to provide periodic inspection of the installation on a schedule found suitable to the Authority Having Jurisdiction. Prior to the final approval, the designer must verify to the Authority Having Jurisdiction that the installation is in compliance with the approved plans, specifications, and data and such amendments thereto. The designer must also certify to the Authority Having Jurisdiction that the installation is in compliance with the applicable engineered design criteria.

L 2.3 Owner Information. The designer of the system must provide the building owner with information concerning the system, considerations applicable for any subsequent modifications to the system, and maintenance requirements as applicable.

L 3.0 Water Heat Exchangers.

L 3.1 Heat exchangers used for heat transfer, heat recovery, or solar heating shall protect the potable water system from being contaminated by the heat-transfer medium.

L 3.2 Single-wall heat exchangers shall be permitted if they satisfy all of the following requirements:

  1. The heat-transfer medium is either potable water or contains essentially nontoxic transfer fluids having a toxicity rating or class of 1 (See Section 207.0).
  2. The pressure of the heat-transfer medium is maintained at less than the normal minimum operating pressure of the potable water system.

    Exception: Steam complying with Section L 3.2 (1) above.

  3. The equipment is permanently labeled to indicate that only additives recognized as safe by the FDA shall be used in the heat-transfer medium.

L 3.3 Other heat exchanger designs shall be permitted to be permitted where approved by the Authority Having Jurisdiction.

L 4.0 Fixture Unit Values for Private or Private Use Bath-1 room Groups.

L 4.1 Tables L-1 and L-2 reflect the fixture unit loads for the fixtures in bathrooms as groups, rather than as individual fixtures. Such fixtures include water closets, lavatories, and bathtubs or showers. The tables reflect diversity in the use of fixtures within a bathroom and between multiple bathrooms.

L 4.2 The listed water supply fixture unit values in Table L-1 reflect the load of entire bathroom groups on the cold-water service. Individual hot and cold water branch piping to the fixtures should be sized according to Chapter 6 and Appendix A.

L 4.3 The listed drainage fixture unit values in Table L-2 reflect the load of entire bathroom groups on the sanitary drainage system. Where fixtures within bathrooms connect to different branches of the drainage system, the fixture unit values for the individual fixtures shall be used, as listed in Table 7-3 of this code.

L 5.0 Drainage System Sizing.

L 5.1 Definition. For the purposes of this code, this definition shall apply to this appendix.

Branch Interval. A length of soil or waste stack corresponding in general to a story height, but in no case less than eight (8) feet (2,438 mm), within which the horizontal branches from one floor or story of the building are connected to the stack.

L 5.2 Drainage Fixture Units. Drainage fixture unit values shall be sized in accordance with Table 7–3 and Section 702.0.

L 5.3 Size of Building Drain and Building Sewer. The maximum number of drainage fixture units allowed on the building drain or building sewer of a given size shall be in accordance with Table L-3. The minimum size of any building drain or building sewer serving a water closet shall be three (3) inches (80 mm).

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TABLE L-1
WATER SUPPLY FIXTURE UNITS (WSFU) FOR BATHROOM GROUPS1,2
 PRIVATE USE BATHROOM GROUPSERVING 3 OR MORE PRIVATE USE BATHROOM GROUPS
COLDHOT3COLDHOT
Notes:
1 A bathroom group, for the purposes of this table, consists of one water closet, up to two lavatories, and either one bathtub or one shower.
2 A half-bath or powder room, for the purposes of this table, consists of one water closet and one lavatory.
3 Multi-unit dwellings with individual water heaters use the same WSFU as for individual dwellings.
Bathroom Groups Having up to 1.6 GPF Gravity-Tank Water Closets
Half-bath or Powder Room3.50.82.50.5
1 Bathroom Group5.02.53.51.8
1 ½ Bathrooms6.02.5
2 Bathrooms7.03.5
2 ½ Bathrooms8.03.6
3 Bathrooms9.04.5
Each Additional ½ Bath0.50.1
Each Additional Bathroom Group1.00.5  
Bathroom Groups Having up to 1.6 GPF Pressure-Tank Water Closets
Half-bath or Powder Room3.50.82.50.5
1 Bathroom Group5.02.53.51.8
1 ½ Bathrooms6.02.5
2 Bathrooms7.03.5
2 ½ Bathrooms8.03.6
3 Bathrooms9.04.5
Each Additional ½ Bath0.50.1
Each Additional Bathroom Group1.00.5
Bathroom Group (1.6 GPF Flushometer Value)6.02.54.01.7
Kitchen Group (Sink and Dishwasher)2.02.01.51.5
Laundry Group (Sink and Clothes Washer)5.05.03.03.0

L 5.4 Size of Horizontal Branch or Vertical Stack. The maximum number of drainage fixture units allowed on a horizontal branch or vertical soil or waste stack of a given size shall be in accordance with Table L-4. Stacks shall be sized based on the total accumulated connected load at each story or branch interval.

L 5.4.1 Horizontal Stack Offsets. Horizontal stack offsets shall be sized in accordance with Table L-3 as required for building drains.

L 5.4.2 Vertical Stack Offsets. Vertical stack offsets shall be sized in accordance with Table L-4 as required for stacks.

L 5.5 Horizontal Stack Offset and Horizontal Branch Connections. Horizontal branch connections shall not connect to a horizontal stack offset or within two (2) feet (610 mm) above or below the offset where such horizontal offset is located more than four (4) branch intervals below the top of the stack.

L 6.0 Vent System Sizing.

L 6.1 Size of Vents. The size of vent piping shall be determined from the developed length and the total number of drainage fixture units connected thereto as set forth in Table L-6. Vents shall be not less than one-half (½) the required size of the drainage pipe size served as determined by Table L-4 for Horizontal Fixture Branches and Stacks nor less than one and one-quarter (1 ¼) inches (32 mm) in diameter. The drainage system shall be vented by not less than one (1) vent pipe which shall be not less than one-half the size of the required building drain and which shall extend from the building drain or extension of building drain to the outdoors. Vents shall be installed in accordance with Chapter 9.

L 6.2 Vent Stack. A vent stack shall be required for every drainage stack that extends five (5) or more branch intervals above the building drain or horizontal branch. The developed length of the vent stack shall be measured from the lowest connection of a branch vent to the termination outdoors.

L 6.3 Branch Vents. Where branch vents exceed forty (40) feet (12, 192 mm) in developed length, such vent shall be increased by one (1) pipe size for the entire developed length of the vent pipe.

L 6.4 Venting Horizontal Offsets. Drainage stacks with horizontal offsets shall be vented where five (5) or more branch intervals are located above the offset. The upper and lower section of the horizontal offset shall be vented in accordance with Sections L 6.4.1 and L 6.4.2.

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TABLE L-2
DRAINAGE FIXTURE UNIT VALUES (DFU) FOR BATHROOM GROUPS1,2
 PRIVATE USE BATHROOM GROUPSERVING 3 OR MORE PRIVATE USE BATHROOM GROUP
Notes:
1 A bathroom group, for the purposes of this table, consists of not more than one water closet, up to two (2) lavatories, and either one (1) bathtub or one (1) shower.
2 A half-bath or powder room, for the purposes of this table, consists of one (1) water closet and one (1) lavatory.
Bathroom Groups having 1.6 GPF Gravity-Tank Water Closets
Half-bath or Powder Room3.02.0
1 Bathroom Group5.03.0
1 ½ Bathrooms6.0
2 Bathrooms7.0
2 ½ Bathrooms8.0
3 Bathrooms9.0
Each Additional ½Bath0.5
Each Additional Bathroom Group1.0
Bathroom Groups having 1.6 GPF Pressure-Tank Water Closets
Half-bath or Powder Room3.52.5
1 Bathroom Group5.53.5
1 ½ Bathrooms6.5
2 Bathrooms7.5
2 ½ Bathrooms8.5
3 Bathrooms9.5
Each Additional ½ Bath0.5
Each Additional Bathrooms Group1.0
Bathroom Group having 3.5 GPF Gravity-Tank Water Closets
Half-bath or Powder Room3.02.0
1 Bathroom Group6.04.0
1 ½ Bathrooms8.0
2 Bathrooms10.0
2 ½ Bathrooms11.0
3 Bathrooms12.0
Each Additional ½ Bath0.5
Each Additional Bathroom1.0
Bathroom Group (1.6 GPF Flushometer Valve)3.0
Bathroom Group (3.5 GPF Flushometer Valve)4.0

L 6.4.1 Venting Upper Section. The vent for the upper section of the stack shall be vented as a separate stack with a vent stack connection installed at the base of the drainage stack. Such vent stack shall connect below the lowest horizontal branch or building drain. Where vent stack connects to the building drain, the connection shall be located downstream of the drainage stack and within a distance of ten (10) times the diameter of the drainage stack.

L 6.4.2 Venting Lower Section. The vent for the lower section of the stack shall be vented by a yoke vent connecting between the offset and the next lower horizontal branch by means of a wye-branch fitting. The size of the yoke vent and connection shall not be less in diameter than that, the required size for the vent serving the drainage stack. The yoke vent connection shall be permitted to be a vertical extension of the drainage stack.

L 7.0 Vacuum Drainage Systems.

L 7.1 Vacuum drainage systems shall be considered engineered systems and shall comply with the requirements of Sections L 1.0 and L 2.0.

L 7.2 Vacuum drainage systems, including piping tank assemblies, vacuum pump assembly, and other components necessary for the proper function of the system shall be engineered and installed in accordance with the manufacturer's specifications. Plans and specifications shall be submitted to the Authority Having Jurisdiction for review and approval prior to installation.

L 7.3 Fixtures. Fixtures used in vacuum drainage systems shall comply with Sections L 1.4 and L 1.5.

L 7.4 Drainage Load. The pump discharge load from the collector tanks shall be in accordance with Chapter 7 of this code.

471

TABLE L-3
BUILDING DRAINS AND BUILDING SEWERSa
DIAMETER OF PIPEMAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS FOR SANITARY BUILDING DRAINS AND RUNOUTS FROM STACKS
SLOPE, in./ft (mm/m)
in.(mm)1¼(5.2)¼(10.4)¼(20.8)½(41.6)
SI: 1 inch = 25.4 mm, 1 inch per foot = 83.3 mm/m
a On-site sewers that serve more than one building may be sized according to the current standards and specifications of the administrative authority for public sewers.
b A maximum of two water closets or two bathroom groups, except in single-family dwellings, where a maximum of three water closets or three bathroom groups may be installed.
2(50)2126
2 ½(65)2431
3(80)2042b50b
4(100)180216250
5(125)390480575
6(150)7008401,000
8(200)1,4001,6001,9202,300
10(250)2,5002,9003,5004,200
12(300)2,9004,6005,6006,700
15(380)7,0008,30010,00012,000
TABLE L-4
HORIZONTAL FIXTURE BRANCHES AND STACKS
DIAMETER OF PIPE,MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS
in(mm)ANY HORIZONTAL FIXTURE BRANCHa1 STACK OF 3 OR FEWER BRANCH INTERVALSSTACKS WITH MORE THAN 3 BRANCH INTERVALS
TOTAL FOR STACKTOTAL AT 1 BRANCH INTERVAL
SI: 1 inch = 25.4 mm
aDoes not include branches of the building drain.
bA maximum of two Water closets or bathroom groups within each branch interval or more than six water closets or bathroom groups on the stack.
(40)3482
2(50)610246
2 ½(65)1220429
3(80)20b48b72b20b
4(100)16024050090
5(125)3605401,100200
6(150)6209601,900350
8(200)1,4002,2003,600600
10(250)2,5003,8005,6001,000
12(300)3,9006,0008,4001,500
15(380)7,0006,0008,4001,500

L 7.5 Water Supply Fixture Units. Water supply fixture units shall be based on the values in Chapter 6 of this code. The load requirement of a vacuum-type water closet shall be determined per manufacturer's specification.

L 7.6 Traps and Cleanouts. For gravity fixtures, traps, and cleanouts shall be per approved plans.

L 8.0 Circuit Venting.

L 8.1 Circuit Vent Permitted. Circuit venting shall be designed by a registered professional engineer as an engineered design. A maximum of eight (8) fixtures connected to a horizontal branch drain shall be permitted to be circuit vented. Each fixture drain shall connect horizontally to the horizontal branch being circuit vented. The horizontal branch drain shall be classified as a vent from the most downstream fixture drain connection to the most upstream fixture drain connection to the horizontal branch.

L 8.1.1 Multiple Circuit-Vented Branches. Circuit vented horizontal branch drains are permitted to be connected together. Each group of a maximum of eight (8) fixtures shall be considered as separate circuit vent and shall conform to the requirements of this section.

L 8.2 Vent Size and Connection. The circuit vent shall be a minimum of two (2)inches (50 mm) in diameter and the connection shall be located between the two (2) most upstream fixture drains. The vent shall connect to the horizontal branch.

472

on the vertical. The circuit vent pipe shall not receive the discharge of any soil or waste.

L 8.3 Slope and Size of Horizontal Branch. The maximum slope of the vent section of the horizontal branch drain shall be one (1) inch per foot (83.2 mm/m). The entire length of the vented section of the horizontal branch drain shall be sized for the total drainage discharge to the branch.

L 8.3.1 Size of Multiple Circuit Vent. Multiple circuit vented branches shall be permitted to connect on the same floor level. Each separate circuit-vented horizontal branch that is interconnected shall be sized independently in accordance with Section L 8.3. The downstream circuit vented horizontal branch, shall be sized for the total discharge into the branch, including the upstream branches and the fixtures within the branch.

L 8.4 Relief Vent. A two (2) inch (50 mm) relief vent shall be provided for circuit-vent horizontal branches receiving the discharge of four or more water closets and connecting to a drainage stack that receives the discharge of soil or waste from upper horizontal branches.

L 8.4.1 Connection and Installation. The relief vent shall connect to the horizontal branch drain between the stack and the most downstream fixture drain of the circuit vent. The relief vent shall be installed on the vertical to the horizontal branch.

L 8.4.2 Fixture Drain or Branch. The relief vent is permitted to be a fixture drain or fixture branch for a fixture located within the same branch interval as the circuit vented horizontal branch. The maximum discharge to a relief vent shall be four fixture units.

L 8.5 Additional Fixtures. Fixtures, other than the circuit-vented fixtures, are permitted to discharge to the horizontal branch drain. Such fixtures shall be located on the same floor as the circuit-vented fixtures and shall be either individually or common vented.

L 9.0 Single-Stack Vent System.

L 9.1 Where Permitted. Single-stack venting shall be designed by a registered professional engineer as an engineered design. A drainage stack shall be permitted to serve as a single-stack vent system when sized and installed in accordance with Sections L 9.2 through L 9.9. The drainage stack and branch piping in a single-stack vent system shall provide for the flow of liquids, solids, and air without the loss of fixture trap seals.

L 9.2 Stack Size. Drainage stacks shall be sized according to Table L-5. A maximum of two (2) water closets shall be permitted to discharge to a three (3) inch (80 mm) stack. Stacks shall be uniformly sized based on the total connected drainage fixture unit load, with no reductions in size.

L 9.2.1 Stack Vent. The drainage stack vent shall have a stack vent of the same size terminating to the outdoors.

L 9.3 Branch Size. Horizontal branches connecting to a single-stack vent system shall be sized according to Table 7-5.

Exceptions:

  1. A maximum of one water closet within eighteen (18) inches (457 mm) of the stack horizontally shall be permitted on a three (3) inch (80 mm) horizontal branch.
  2. A water closets within eighteen (18) inches (457 mm) of a stack horizontally and one other fixture with up to (1½) inch (40 mm) fixture drain size shall be permitted on a three (3) inch (80 mm) horizontal branch when connected to the stack through a sanitary tee.

L 9.4 Length of Horizontal Branches.

L 9.4.1 Water closets shall be no more than four (4) feet (1,219 mm) horizontally from the stack.

Exception: Water closets shall be permitted to be up to eight (8) feet (2,438 mm) horizontally from the stack when connected to the stack through a sanitary tee.

L 9.4.2 Fixtures other than water closets shall be not less than twelve (12) feet (3.658 mm) horizontally from the stack.

L 9.4.3 The length of any vertical piping from a fixture trap to a horizontal branch shall not be considered in computing the fixture's horizontal distance from the stack.

L 9.5 Maximum Vertical Drops From Fixtures. Vertical drops from fixture traps to horizontal branch piping shall be one size larger, than the trap size, but not less than two (2) inch (50 mm) in diameter. Vertical drops shall be four (4) feet (1,219 mm) maximum length. Fixture drains that are not increased in size, or have a vertical drop exceeding 4 feet (1,219 mm) shall be individually vented.

L 9.6 Additional Venting Required. Additional venting shall be provided when more than one water closet is on a horizontal branch and where the distance from a fixture trap to the stack exceeds the limits in Section L 9.4. Where additional venting is required, the fixture(S) shall be vented by individual vents, common vents, wet vents, circuit vents, or a combination waste and vent pipe. The dry vent extensions for the additional venting shall connect to a branch vent, vent stack, stack vent, or be extended outdoors and terminate to the open air.

L 9.7 Stack Offsets. Where there are no fixture drain connections below a horizontal offset in a stack, the offset does not need to be vented. Where there are fixture drain connections below a horizontal offset in a stack, the offset shall be vented. There shall be no fixture connections to a stack within two (2) feet (610 mm) above and below a horizontal offset.

L 9.8 Separate Stack Required. Where stacks are more than two (2) stories high, a separate stack shall be provided for the fixtures on the lower two (2) stories. The stack for the lower two (2) stories shall be permitted to be connected to the branch of the buildings drain that serves the stack for the upper stories at a point that is not less than ten (10) pipe diameters downstream from the base of the upper stack.

L 9.9 Sizing Building Drains and Sewers. In a single-stack vent system, the building drain and branches there of shall be sized in accordance with Table 7-5, and the building sewer shall be sized in accordance with Table 7-8.

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TABLE L-5
SINGLE-STACK SIZE
MAXIMUM CONNECTED DRAINAGE FIXTURE UNITS
STACK SIZESTACKS LESS THAN 75 FEET IN HEIGHTSTACK 75 FEET TO LESS THAN 160 FEET IN HEIGHTSTACK 160 FEET OR GREATER IN HEIGHT
in.(mm)
SI: 1 inch = 25.4 mm
3(80)24NPNP
4(100)22524NP
5(125)48022524
6(150)1,015480225
8(200)2,2301,015480
10(250)4,5002,3201,015
12(300)8,1004,5002,320
15(380)13,6008,1004,500
TABLE L-6
SIZE AND LENGTH OF VENTS
SIZE OF
SOIL OR
WASTE
STACK,
in (mm)
FIXTURE
UNITS
CONNECTED
DIAMETER OF VENT REQUIRED, in. (mm)
1¼(32)1½(40)2½(50)2frac12;(65)3 (80)4 (100)5 (125)6 (150)8 (200)
MAXIMUM LENGTH OF VENT, ft (m)
SI: 1 inch = 25.4 mm
1½(40)850 (15.2)150 (45.7)
2 (50)1230 (9.1)75 (22.8)200 (61)
2 (50)2026 (7.9)50 (15.2)150 (45.7)
2½(65)4230 (9.1)100 (30.5)300 (91.4)
3 (80)1030 (9.1)100 (30.5)600 (182.9)
3 (80)3060 (18.3)200 (61)500 (152.4)
4 (100)10035 (10.7)100 (30.5)260 (79.2)1000 (304.8)
4 (100)20030 (9.1)90 (27.4)250 (76.2)900 (274.3)
4 (100)50020 (6.1)70 (21.3)180 (54.9)700 (213.4)
5 (125)20035 (10.7)80 (27.8)350 (106.7)1000 (304.8)
5 (125)50030 (9.1)70 (21.3)300 (91.4)900 (274.3)
5 (125)110020 (6.1)50 (15.2)200 (61)700 (213.4)
6 (150)35025 (7.6)50 (15.2)200 (61)400 (122)1300 (396.6)
6 (150)62015 (4.6)30 (9.1)125 (38)300 (91.4)1100 (335.3)
6 (150)96024 (7.3)100 (30.5)250 (76.2)1000 (304.8)
6 (150)190020 (6.1)70 (21.3)200 (61)700 (213.0)
8 (200)60050 (15.2)150 (43.7)500 (152.4)1300 (396.6)
8 (200)140040 (12.2)100 (30.5)400 (122)1200 (365.8)
8 (200)220030 (9.1)80 (27.8)350 (106.7)1100 (335.3)
8 (200)360025 (7.6)60 (18.3)250 (76.2)800 (243.8)
10 (250)100075 (22.9)125 (38)1000 (304.8)
10 (250)250050 (15.2)100 (30.5)500 (152.4)
10 (250)380030 (9.1)80 (27.8)350 (106.7)
10 (250)560025 (7.6)60 (18.3)250 (76.2)

474

USEFUL TABLES

CONVERSION TABLE

”The information contained in these tables are not part of this American National Standard (ANS) and have not been processed in accordance with ANSI's requirements for an ANS. As such, these tables may contain materials that has not been subjected to public review or a consensus process. In addition, they do not contain requirements necessary for conformance to the standard.”

MULTIPLYBYTO OBTAIN
Acres43,560Square feet
Acre-feet43,560Cubic feet
Acre-feet325,851Gallons
Atmospheres76.0Cm of mercury
Atmospheres29.92Inches of mercury
Atmospheres33.90Feet of water
Atmospheres14.70Pounds/square inch
Btu/minute12.96Foot-Pounds/second
Btu/minute0.02356Horse power
Centimeters0.3937Inches
Centimeters of mercury0.01316Atmospheres
Centimeters of mercury0.4461Feet of water
Centimeters of mercury27.85Pounds/square feet
Centimeters of mercury0.1934Pounds/square inch
Cubic feet1728Cubic inches
Cubic feet0.03704Cubic yards
Cubic feet7.48052Gallons
Cubic feet29.92Quarts (liquid)
Cubic feet/minute472.0Cubic cms/second
Cubic feet/minute0.1247Gallons/second
Cubic feet/minute62.43Pounds of water/minute
Cubic feet/minute0.0646317Million gallons/day
Cubic feet/minute448.831Gallons/minute
Cubic yards27Cubic feet
Cubic yards202.0Gallons
Feet of water0.02950Atmospheres
Feet of water0.8826Inches of mercury
Feet of water62.43Pounds/square feet
Feet of water0.4335Pounds/square inch
Feet/minute0.01667Feet/second
Feet/minute0.01136Miles/hour
Feet/second0.6818Miles/hour
Feet/second0.01136Miles/minute
Gallons3785Cubic centimeters
Gallons0.1337Cubic feet475
Gallons231Cubic inches
Gallons4Quarts (liquid)
Gallons water8.3453Pounds of water
Gallons/minute0.002228Cubic feet/second
Gallons/minute8.0208Cubic feet/hour
Gallons water/minute6.0086Tons of water/24 hours
Inches2.540Centimeters
Inches of mercury0.03342Atmospheres
Inches of mercury1.133Feet of water
Inches of mercury0.4912Pounds/square inch
Inches of water0.002458Atmospheres
Inches of water0.07355Inches of mercury
Inches of water5.202Pounds/square feet
Inches of water0.03613Pounds/square inch
Liters1000Cubic centimeters
Liters61.02Cubic inches
Liters0.2642Gallons
Miles5280Feet
Miles/hour88Feet/minute
Miles/hour1.467Feet/second
Millimeters0.1Centimeters
Millimeters0.03937Inches
Million gallons/day1.54723Cubic feet/second
Pounds of water0.01602Cubic feet
Pounds of water27.68Cubic inches
Pounds of water0.1198Gallons
Pounds/cubic inch1728Pounds/cubic feet
Pounds/square foot0.01602Feet of water
Pounds/square inch0.06804Atmospheres
Pounds/square inch2.307Feet of water
Pounds/square inch2.036Inches of mercury
Quarts (dry)67.20Cubic inches
Quarts (liquid)57.75Cubic inches
Square feet144Square inches
Square miles640Acres
Square yards9Square feet
Temperature (°C) + 2731Abs. temperature (°C)
Temperature (°C) + 17.281.8Temperature (°F)
Temperature (°F) + 4601Abs. temperature (°F)
Temperature (°F) - 325/9Temperature (°C)
Tons (short)2000Pounds
Tons of water/24 hours83.333Pounds water/hour
Tons of water/24 hours0.16643Gallons/minute
Tons of water/24 hours1.3349Cubic feet/hour

476

AREAS AND CIRCUMFERENCES OF CIRCLES
DIAMETERCIRCUMFERENCEAREA
InchesmmInchesmmInches2mm2
1/860.40100.012278.0
1/480.79200.0490931.7
3/8101.18300.1104571.3
1/2151.57400.19635126.7
3/4202.36600.44179285.0
1253.14800.7854506.7
1-1/4323.931001.2272791.7
1-1/2404.711201.76711,140.1
2506.281603.14162,026.8
2-1/2657.852004.90873,166.9
3809.432407.06864,560.4
410012.5532012.5668,107.1
512515.7140019.63512,667.7
615018.8548028.27418,241.3
717521.9956038.48524,828.9
820025.1364050.26532,428.9
922528.2772063.61741,043.1
1025031.4280078.54050,670.9

AREAS AND CIRCUMFERENCES OF CIRCLES

477

FLOW IN PARTLY FILLED (ONE-HALF FULL) PIPES (BASED ON MANNING'S FORMULA WITH n = 0.012)

FLOW IN PARTLY FILLED (ONE-HALF FULL) PIPES
(BASED ON MANNING'S FORMULA WITH n = 0.012)

478

FLOW IN PARTLY FILLED (FULL) PIPES (BASED ON MANNING'S FORMULA WITH n = 0.012)

FLOW IN PARTLY FILLED (FULL) PIPES
(BASED ON MANNING'S FORMULA WITH n = 0.012)

479

METRIC SYSTEM
(INTERNATIONAL SYSTEM OF UNITS -SI)

For the users of this code, we are including a short explanation and some conversion tables to aid in the conversion of our familiar English units to the forthcoming SI units.

This is written with the code users in mind, and will detail only those measurements used in everyday work and calculations. For the scientific units, we recommend the use of ANSI Z210.1, "Metric Practice Guide.".

GENERAL COMMENTS

Our present system of measuring involves the three dimensions of force, length and time. The SI units involve mass, length, and time. The change of force to mass has meaning in scientific and engineering work, but for practical use in ordinary construction, we will show kilogram to pounds conversion values, although an exact conversion would be pounds force divided by the acceleration due to gravity to mass units.

In the same manner, the SI units for temperature expressed in Kelvins and based on absolute zero will be given as degrees Celsius, which is the more familiar and practical Centigrade degrees.

The SI system measures angles in radians where there are 2 pi radians in a circle, but using a 1.5708 bend to change from a vertical stack to a horizontal house drain is not as easy as calling out a 1/4 bend or an ell for water piping.

The foregoing notes are intended to show that in making conversions from one unit system to another, a little common sense must be used and the degree of accuracy needed to do the job at hand.

The following tables are set up using this approach and using the preferred SI units.

480

METRIC SYSTEM
(INTERNATIONAL SYSTEM OF UNITS–SI)
TO CONVERTINTOMULTIPLY BY
AtmospheresCm of mercury76.0
BtuJoules1,054.8
Btu/hourWatts0.2931
Btu/minuteKilowatts0.01757
Btu/minuteWatts17.57
CentigradeFahrenheit(°C × 9/5) + 32°
CircumferenceRadians6.283
Cubic centimetersCubic inches0.06102
Cubic feetCubic meters0.02832
Cubic feetLiters28.32
Cubic feet/minuteCubic cm/second472.0
Cubic inchesCubic cm16.39
Cubic inchesLiters0.01639
Cubic metersGallons (U.S. liquid)264.2
FeetCentimeters30.48
FeetMeters0.3048
FeetMillimeters304.8
Feet of waterKg/square cm0.03048
Foot-PoundsJoules1.356
Foot-pounds/minuteKilowatts2.260 × 10−5
Foot-pounds/secondKilowatts1.356 × 10−3
GallonsLiters3.785
HorsepowerWatts745.7
Horsepower-hoursJoules2.684 × 106
Horsepower-hoursKilowatt-hours0.7457
JoulesBtu9.480 × 10−4
JoulesFoot-pounds0.7376
JoulesWatt-hours2.778 × 10−4
KilogramsPounds2.205
KilogramsTons (short)1.102 × 10−3
KilometersMiles0.6214
Kilometers/hourMiles/hour0.6214
KilowattsHorsepower1.341
Kilowatt-hoursBtu3,413
Kilowatt-hoursFoot-pounds2.655 × 106
Kilowatt-hoursJoules3.6 × 106
LitersCubic feet0.03531
MillimetersInches0.03937
Ounces (fluid)Liters0.02957
Pints (liquid)Cubic centimeters473.2
PoundsKilograms0.4536
PSIPascals6,895481
Quarts (liquid)Liters0.9463
RadiansDegrees57.30
Square inchesSquare millimeters645.2
Square metersSquare inches1,550
Square millimetersSquare inches1.550 × 10−3
WattsBtu/hour3.4129
WattsBtu/minute0.05688
WattsFoot-pounds/second0.7378
WattsHorsepower1.341 × 10−3

When the plumbing industry, including plumbers, suppliers, and manufacturers, actually begins the metric conversion program, it will undoubtedly follow the guidelines of committees selected from all phases of the construction industry as set up under the American National Metric Council.

The final preferred units used will be those that apply to our industry and will be of the magnitude to simplify and ease job calculations and avoid confusion and ambiguity.

The conversion looks complex and confusing, but when the metric system was first proposed in France, an attempt was made to include a ten-hour day, a ten-day week, and ten months to the year, but cooler heads prevailed and our time still follows the sun and seasons. Likewise, assigning new units or numbers to the quantities we must work with cannot change the basic hydraulic principles that plumbers have worked with throughout history.

Information on conversion factors is provided by ANSI, the American National Metric Council, and the Division of Designatronics, Inc.

482

INDEX

© 2009 International Association of Plumbing and Mechanical Officials. All rights reserved.

The copyright in this index is separate and distinct from the copyright in the document that it indexes. The licensing provisions set forth for the document are not applicable to this index. This index may not be reproduced in whole or in part by any means without the express written permission of IAPMO.

-A-

Abandoned cesspools, grease interceptors, seepage pits, septic tanks, and sewers 722.0, 1014.3.7, Appendix K

Absorption area, capacity of 1608A.0, Appendix K

Access panels 318.5, 404.2, 414.1, 509.1

Accessible, definition 203.0

Accessibility of:

Chemical waste system 811.0

Cleanouts 707.8, 707.13, 719.5

Drips 1211.8

Fixtures for inspection, repairs, and cleaning 407.1

Floor drain traps 1006.0

Gas meters 1209.6

Gas pressure regulators 1209.7

Grease interceptors 1014.0

Industrial interceptors and separators 1009.5

Receptors 804.1

Regulator and relief valves 608.2

Septic tanks Appendix K

Shutoff and control valves 605.6, 1211.11

Slip joints 404.2

Sump 810.3

Valves, gas 1211.11

Valves, water 605.0

Water heaters 505.3

Acrylonitrile-butadiene-styrene (ABS) 203.0, 311.8, 316.1.6, 316.3.1, 408.4.1 701.1.2, 705.2.5, 707.1, 903.1.2, 903.1.3, 1003.1, 1611A.3, Table 3-2, Appendix K

Additions 101.4.1, 101.5.1

Additives, packing, prohibited 705.1.5

Advance notice for inspections 103.5.4.1

Airbreak:

Definition 203.0

Required 801.1

Airgap:

Definition 203.0

Method 416.2, 603.2.1, 603.4.5, 603.4.12, 603.4.18, 603.4.22, 610.13, Table 6-2, Table 6-3

Required 603.3.5, 603.3.7, 603.4.9, 603.4.13, 611.2, 801.1, 806.0, 807.4

Air intakes, vent termination near 906.2

Air tank, for sumps 710.11

Air tests:

Gas piping system 1214.0

Water piping system 103.5.3.3

Alterations and repairs:

Deviations allowed 101.4.1.1.1, 301.1.4

Gas piping 1214.1.3, 1214.5.3

Alternate materials, design, and methods 1.2.2, 301.2

Anchors and hangers see Supports, 221.0

Appliance:

Connectors 1212.0

Direct-vent 502.7, 510.2.5, 512.0

Gas, demand requirements 1216.0, Table 12-1

In attics 509.4

Indirect waste type 806.0, 807.0

Roofs 509.0

Venting 510.0

Application for permit 103.2

Approval required:

Appliances, fixtures 301.0, 406.0, 508.0, 610.0

Backflow preventers 603.1

Ballcocks 603.4.2

Cesspool Appendix K

Chemical waste system 811.0

Chimneys 504.1

Combination waste and vent system 910.0, Appendix B

Completed plumbing work 103.5.1

Devices 301.1, 603.1

Flue, vents 510.2

Grease interceptor 1014.0

Indirect waste receptors 807.0

483

Industrial interceptors and separators 1009.2

Materials, specifications, standards 301.0, 701.0

Plans 101.3

Seepage pit Appendix K

Septic tank and disposal system Appendix K

Special fixtures 406.0

Vacuum breakers 603.0, 603.2.2

Vents 504.1

Water heaters, gas 504.0, 505.0

Water heaters, oil 504.0, 506.0

Water supply system 602.4, 603.1

Approved, definition 203.0

Approved testing agency, definition 203.0

Area drain, definition 203.0

Asbestos cement sewer pipe joint 705.1.4

Aspirators 203.0, 603.4.9

Attachment, vertical piping 314.0

Authority Having Jurisdiction, definition 203.0

Authority to:

Disconnect gas 1207.0

Render gas service 1206.0

Automatic:

Flushing tanks 410.2

Flushometer valves 410.3

Interceptors 1017.1

Siphon, septic tank Appendix K

Auto wash racks 1011.0

-B-

Backfilling 315.0

Backflow 204.0, 603.0, 603.1

Backflow connection 204.0, 603.0

Backflow preventer see Cross-Connections

Backflow prevention assemblies or devices 602.2, 602.3, 603.0, 603.2, 603.3, Table 6-2

Back-pressure backflow 204.0, 603.3.5, 603.4.6.2, 603.4.8

Back-siphonage see Cross-Connections

Back-siphonage of traps, protection 1002.1

Back-to-back fixtures 704.2

Backwater valve 204.0, 710.1, 1006.0

Ballcocks 603.4.2, Table 6-2

Baptistries 406.1

Bathroom Group, definition 204.0

Bathroom, Half 204.0

Bathtub, prohibited type 405.0

Bathtubs and whirlpool bathtubs 414.0

Bell traps, prohibited 1004.0

Benching of trenches 315.0, 720.0

Bidets 407.5, 416.0

Blow off condensers 810.1, Table 8-1

Boiler blowoff:

Definition 204.0

Prohibited discharge 810.1

Bolts, noncorrosive 407.4

Bottle traps 1004.0

Bottling establishments 1013.0

Bowl wax or gaskets 316.3

Branch, definition 204.0

Branch, fixture, definition 204.0

Branch, horizontal, definition 204.0

Branch vent, definition 204.0

Brass connections, ground joint 705.3.3

Brass pipe 604.0, 705.2.3, 707.1, 903.1, 1209.5.2.3, Tables 6-4, 7-1

Brazing or welding joints 310.2, 316.1.7, 606.1.3, 606.2.1

Btu rating, gas appliances 1209.4.2

Building, definition 204.0

Building drain (sanitary)

Definition 204.0

Size of 703.0

Building drain (storm), definition 204.0

Buildings over sewer 101.4.1.1.2

Building sewer Chapter 7, Part II

Cleanouts 719.0

Combined, definition 204.0

Damage to 306.0

Definition 204.0

Distance from building and below ground 313.3, 720.0

Grade and support of 718.0

Industrial wastes 307.0

Location of 308.0, 313.0, 718.0, 721.0, Table 7-7

Material of 715.0

484

Required 305.0, 713.0

Sanitary, definition 204.0

Size of 717.0

Storm, definition 204.0

Testing of 723.0

Water pipe in trench 720.0

Building sewers and drains, existing 101.4.1.1.2

Building subdrains 204.0, 1101.6

Building supply, definition 204.0

Burned lead joints 705.1.3

Burred ends 310.3, 609.1, 701.2.1, 1209.5.5

Bushings, solder 701.4.2, Table 7-2(b)

-C-

California Administration Chapter 1

Capacity of:

Disposal field Appendix K

Seepage pits Appendix K

Water closet tanks 402.0

Cast-iron soil pipe and fittings:

Joints and connections 316.1.5, 705.1.6, 705.1.7, 705.1.8,705.2

Support of 314.0

Caulked joints 705.1.1

Caulking ferrules 701.4.1, 705.2.4, Table 7-2(a)

Cement mortar joints, prohibited 705.1.2

Certificate of final approval 103.5.6.3, 1205.0

Certification by:

Backflow assembly testers 205.0, 603.1

Medical gas certifiers 1328.1.1

Medical gas installers 1302.2, 1311.3

Medical gas systems 1311.2, 1328.0

Pipe welder, definition 225.0

Cesspool Appendix K

Abandoned 722.0

Connections to sewer prohibited 714.3

Definition 205.0

Distance from lot line, building, surface Table K-1

Must be on same lot as building 308.0

Change in direction of drainage piping 706.0

Change in direction of gas piping 1211.7

Check valves:

In gas systems 1209.8.2

In water systems 603.2, 608.3, Table 6-2

Chemical toilet, prohibited 405.3

Chemical waste 205.0, 811.0

Circuit venting Appendix L

Clarifier 205.0, 1009.0

Clay, vitrified 701.1.3

Joints and connections 705.2.1

Cleanout plugs or caps 707.1–3, 707.13

Cleanouts 707.0, 710.1, 719.0, 1101.12

Clearance for:

Water heaters 505.3.1, 505.3.2

Water heater vents 510.0

Clear water waste, definition 205.0

Clinic sink 205.0, 410.1, Tables 4-1, 4-2

Closet bends 311.3, 311.5, 316.3.2, 316.4.2

Maximum length Table 10-1

Closet rings 316.3.2, 408.4

Closet screw bolts 407.3

Clothes washer stand pipe 804.1

Code:

Definition 205.0

Validity of 103.8

Collection centers and facilities 601.7, 725.0, 1010.2

Combination waste and vent system 205.0, 910.0, Appendix B

Combustible material, definition 502.6

Combustible piping installations 1505.0

Combustion air 507.0

Commissaries serving mobile food preparation units 205.0, 412.9

Common 205.0, 905.6

Common vent, gas 510.6.4.1

Compartments for:

Water heaters 505.1

Compression joints 316.1.5, 606.2.1

Concealed slip joints 404.2

Concealing of work prohibited before inspection 103.5.1.1, 103.5.1.3, 103.5.1.4, 1204.0

Condensers and sumps 810.0

Conductors 1102.1, 1104.0, 1106.0

485

Connection:

At septic tank Appendix K

Pressure drainage piping 805.0

To plumbing system, required 304.0

To sewer, required 305.0, 713.0

Unlawful 602.0

Water heater 604.13.2

Connector, gas 1212.0

Connector, vent 510.10, 510.11

Construction, existing 101.4.1.3

Contamination 205.0, 601.6, 601.9.1, 603.0, 603.4.5, 609.9.4, Table 6-2

Continuous vent, definition 205.0

Continuous waste:

Definition 205.0

Fittings 404.4

Materials 404.3

Multiple fixtures 1001.0

Control, shutoff valves 605.0, 1211.11, 1212.5

Cooling units:

Drains 801.2

Potable water waste pipes 808.0

Cooling water, connection permitted 808.0

Copper and lead pans 411.8

Copper pipe or tubing:

Connection to screwed pipe 316.2.1

Fittings for 604.1, 701.0, 903.0, 1209.5.8.4

Installation 609.1

Gas 1209.5.2.3, 1209.5.3.2

Joints and connections 606.2.1

Location and use of 604.0, 701.1.4, 811.1, 903.2

Marking of 604.3

Quality and weight of material 604.2, 701.1.4

Support of 314.0

Corrections 103.5.6.1—2

Corrosion, protection from 313.4, 609.3, 612.4, 1211.1.3

Cosmetology 412.7

Cosmetology establishments 412.8, 601.5

Cover plate 707.8

Covered multifamily dwellings, definition 205.0

CPVC—chlorinated poly (vinyl chloride) 205.0, 316.1.6, 604.1.1, Tables 3-2, 6-4

Critical level 205.0, 603.4.5

Cross-connections see Backflow

Approval of preventive devices 601.0–603.0

Backflow preventers 602.0–603.0

Back siphonage 405.1, 1002.1

Control 601.0–603.0

Critical level 603.4.5

Definition 205.0

Prohibited 601.0–603.0

Vacuum breakers 416.2, 601.2.3, 603.2.2, 603.2.6, 603.3.6, 603.3.5, 603.4

Crosslinked polyethylene (PEX) 218.0, 604.11, Tables 3-2, 6-4

Crosslinked polyethylene-aluminum-crosslinked polyethylene (PEX-AL-PEX) 218.0, 604.13 Tables 3-2, 6-4

Cutting of structural members 313.2, 313.11

– D –

Damage to drainage and sewer systems 306.0, 714.0

Dangerous or insanitary plumbing 101.5.2

Defective material, gas 1209.5.5, 1207.1, 1214.4

Defective systems, testing of 103.5.5.1

Definition of terms Chapter 2, 502.0, 1203.0

Demand, gas appliance 1209.4.2

Department, definition 206.0

Department Having Jurisdiction, definition 206.0

Design Flood Elevation 206.0, 301.3.1

Detrimental wastes 307.0, 1012.0

Developed length:

Definition 206.0

Trap arm 1002.0, Table 10-1

Dialysis water-distribution systems 613.0

Diameter, definition 206.0

Dielectric insulator 508.1

Dielectric unions 316.2.4

Direct connection of water piping to sewer 602.0, 609.2

Direct vent water heater 502.7, 505.1, 510.2.5, 512.0

Direction, change of 706.0, 719.1

Discharge capacity, fixture 702.2, 710.3

486

Discharge piping 710.12.1, 710.13.2

Dishwasher connection, domestic 807.4

Disposal fields for graywater 1611A.3

Disposal fields for septic tanks Table K-1, Appendix K

Disposal of:

Food waste 404.4, 714.4, 1001.3, 1014.1.3

Liquid waste 303.0

Distance of trap from vent 1002.2, Table 10-1

Distribution boxes, disposal fields Appendix K

Domestic hot-water distribution systems 612.0, Table 6-9

Domestic sewage, definition 206.0

Doors, shower 411.6

Dosing tanks Appendix K

Double traps, prohibited 1004.0

Downspout, definition 206.0

Drain:

Areaway 1101.7

Building, definition 204.0

Building subdrain 1101.6

Definition 206.0

Fixture, definition 208.0

Floor 311.10, 411.0, 1006.0

House, definition 210.0

Roof 1105.0

Sub-drains (showers) 411.8

Subsoil 1101.5

Window areaway 1101.8

Drainage:

Below curb and main sewer level 710.0

By gravity required 709.0

Change in direction see Change in direction, drainage

Connection to sump 710.2, 710.7

Connection to sewer or private disposal system 305.0, 713.0

Damage to 306.0, 714.0

Defective 103.5.5.1

Durham or recessed screwed fittings 701.2, 701.2.1

Fittings, material 701.2

Grade or fall 708.0, 718.0

Indirect wastes Chapter 8

Length between trap and vent 1002.2, Table 10-1

Material of 301.0, 701.0, 811.1

Piping 311.9

Protection of 313.0

Roof 1101.11

Sizing of piping 703.0

Steam and hot water 810.0

Storm Chapter 11, Appendix D

Support 314.0, 718.0

Waste and vent Table 7-5

Drainage and plumbing, general 726.0, 1010.4

Drinking fountains 405.1, 406.5, 809.0

Drum traps 1004.0

Durham system, definition 206.0

– E –

Earthquake-actuated gas shutoff valves 1211.18

Easements for sewers 721.2

Effective opening 207.0, Table 6-3

Ejectors 710.2, 710.9, 710.11

Emergency sanitary drainage 727.0

Emergency water supply 614.4

Employee lavatories in food establishments 412.10

Enforcing agency, definition 207.0

Example, illustrating use of gas tables Figure 12-2

Excavations 315.0, 1204.2

Excessive water pressure 608.2

Existing work 101.4.1.3, 207.0, 301.1.4

Expansion joints 705.3.2

Expansion of pipe, provision for 313.2

Expansion tanks 608.2, 608.3

– F –

Faucets 402.1, 415.0, 601.3

Fees 103.4, Table 1-1

Ferrules, caulking 701.4, 705.3.3, Table 7-2(a)

Fill, for building sewers 718.0

Final inspection, certificate 103.5.6.3, 1205.0

Fittings:

Cleanout 707.0, 719.0, Table 7-6

Drainage 701.2

Gas piping 1209.5.4, 1209.5.8, 1209.5.9

Inlet, for fixture connections 704.1

Material of 604.0, 710.4, 1209.5

Prohibited 311.0, 604.10, 1209.5.2.4

Screwed 311.8

487

Threaded 311.8

Water piping 604.1

Fixture:

Branch, definition 208.0

Connections 704.0

Drain, definition 208.0

Flanged connection 316.3

Future 417.0

Supply 208.0, 601.1, 610.0

Unit 208.0, 702.0

Unit flow rate 610.3, 702.0

Fixtures see Plumbing Fixtures

Flagpoling of vents 906.3

Flammable vapor or fumes, definition 208.0

Flanges 316.3, 408.4, 1209.5.10

Flared joints 316.1.4, 606.1.1, 705.3.3

Flashing 313.8, 510.6.1, 906.5

Flood hazard area, definition 208.0

Flood hazard areas subject to high-velocity wave action 208.0, 301.3.2

Flood hazard resistance 301.3

General 301.3.1

Flood level 208.0, 807.4

Flood-level rim 208.0, 603.3.5, 905.3, 909.0

Flooded, definition 208.0

Floor drains 411.0, 704.3

Backwater valve required 1006.0

Trap location and type 411.3, 1006.0

Trap seal (primers) 1007.0

Floor flanges see Flanges

Floors, under shower compartments 411.5, 411.9

Flow rates, in fixture units 610.3, 702.0

Flue collar 502.8, 510.0, 511.0

Flush tanks 208.0, 410.1, 410.2, 410.4, 410.5, 601.0

Flush valves, definition 208.0

Flushometer tank 208.0, 410.1, 603.4.3, 610.11

Flushometer valve 208.0, 410.1, 410.3 601.0, 603.4.1, 610.10, Table 6-5, Table 6-7

Flux, solder 316.1.3

FOG disposal system 1015.0

Food establishment, definition 208.0

Food-handling equipment 801.2

Food waste disposal unit 404.4, 714.4, 1014.1.3

Freezing, protection of pipes 313.6, 609.1

Frost or snowclosure 906.7

– G –

Gang or group showers 209.0, 411.9, 418.0

Garbage grinder see Food Waste Disposal Unit

Gas Chapter 12

Appliance connectors 1203.1, 1212.1, 1212.3, 1212.4

Appliance demand 1209.4.2, Table 12-1

Authority to disconnect 1207.0

Authority to render service 1206.0

Back pressure protection 1209.8

Capping or plugging outlets required 1207.3

Connectors 1212.1, 1212.3, 1212.4

Definition 1203.3

Disconnecting appliances 1207.0

General 1202.0

Hourly volume, rating 1216.2

Inspection 103.5, 1204.0

Installation of 1202.0, 1211.0

Leaks 1214.4, 1214.5

Liquefied Petroleum 1201.0, 1203.7, 1211.5.2, 1213.0

Materials 1209.5

Meters 1209.6

Piping system, definition 1203.5

Plans required 101.3

Service piping, definition 1203.10

Temporary use of 1208.0

Test 1214.0

Underground piping 1211.1

Utility supplying 1205.3

Venting 1209.7.5

Gas piping:

Access to meter 1209.6.2

Concealed 1211.3

Defects, cracks, splits, prohibited 310.2, 1209.5.5

Definition 1203.4

Drips and sediment traps 1211.8, 1212.7

Electrical bonding and grounding 1211.15

Inspection and testing 1204.0, 1214.0

Installation 1211.0

Interconnections 1209.3, 1215.0

488

Joints 1209.5

Materials 1209.5

Pressure regulator 1209.7

Purging 1214.6

Quick-disconnect devices 1212.6

Required gas supply 1216.0

Sizing 1209.4, 1216.0, 1217.0, Tables 12-8 to 12-41

Supports 1211.2.6, Table 12-3

Unions 1211.3.2

Gas water heater:

Approval requirements 501.0

Clearances 505.3

Combustion air required 507.0

Definition 502.15

Direct vent 502.7, 505.1, 510.2.5, 512.0

Draft hoods 510.12

Inspections 504.0

Location 505.1

Oil burning or other 506.0

Permits required 503.0

Pressure-relief valves 505.4, 505.6, 506.2, 608.0

Protection 505.0, 506.0

Vent required 510.2.1

Gas water heater vent:

Approved type required 510.6

Common vent 510.10.4.2

Connector 510.10

Damper prohibited 510.13

Definitions 502.0

Draft hoods 510.12

Engineered system 510.10.9.2

Existing masonry chimneys 510.5.4

Hood or cap 510.6.2

Inspections 504.0

Material 510.10.2

Mechanical draft systems 510.3.4

Obstructions 510.15

Required 510.2.1

Size of 510.6.3, 511.0

Support 510.6.5, 510.7.6

Termination 510.6.2

Grade:

Building sewer 718.0

Definition 209.0

Horizontal drainage 708.0

Gravity drainage required 709.0

Gravity supply tanks 607.0

Graywater systems Chapter 16A, Appendix G

Absorption capacity 1608A.0

Definitions 1602A.0

Discharge 1606A.0

Drawings and specifications 1604A.0

General 1601A.0

Inspection and testing 1605A.0

Irrigation, disposal field, and mulch basin construction 1607A.0, 1611A.0

Permit 1603A.0

Special provisions 1612A.0

System requirements 1603A.1

Tank Construction 1609A.0

Grease interceptors 1014.0

Definition 209.0

Design and construction 1014.2.1, 1014.3.3

Effluent sampling 1014.3.5.1

Gravity 1014.3

Hydromechanical 1014.2

Location 1014.3.4

Maintenance 1014.3.4.4

Required 1014.1

Sizing 1014.2.2, 1014.3.6 Tables 10-2, 10-3

Venting 1014.1.1, 1014.2.3

Grinder pump 710.12

Ground joint connections 705.3.3

Grounding 604.8, 1211.15

– H –

Handwashing fixture, definition 210.0

Hangers see Supports

Harmful waste see Waste, detrimental, and harmful

Health and safety 101.2, 101.5.2

Heat exchangers 603.4.4

High hazard 210.0, Table 6-2

Horizontal branch 210.0, 703.0

Horizontal pipe, definition 210.0

Horizontal-to-horizontal drainage fittings 706.3

Horizontal-to-vertical drainage fittings 706.2

Horizontal vent pipes Table 7-5

Horse meat and per food establishments 601.9, 1010.3

489

Hose connections 603.2.3, 1212.0

Hot-mopped shower pans see Shower pans

Hot water boiler 506.2, 506.4.2

Hot water pipe sizing 610.0

House drain see Building sewer

House sewer see Building sewer

– I –

Identification:

Copper tubing 604.3

Gas piping 1209.6.5, 1209.7.7

Piping, fittings, traps, and fixtures 301.1.2, 1003.1

Required 301.0

Water lines, non-potable, and potable 601.2, 614.0

Increasers 317.0

Independent system of sewers 312.0

Indirect waste:

Accessibility 804.1

Appliances 807.0

Condensers and sumps 810.2

Cooling water 808.0

Definition 211.0

Drinking fountains 809.0

Food-handling equipment 801.2

Sterilizing equipment 801.5, 806.0

Indirect waste piping:

Airbreak or airgap 801.0, 806.0

Approval required 802.0

Cleanouts 803.0

Connections 801.1, 805.0

Definition 211.0

Installation of 313.6, 802.0, 803.0, 810.0

Maximum length 803.0

Required 801.0

Size of 803.0

Steam and hot water 810.0

Vents 803.0

Indirect waste receptors:

Approval required 802.0

For clothes washers 804.0

Prohibited location 804.1

Required water supply 601.1, 1007.0

Size of 801.2.1, 814.2

Individual vent 211.0, 1014.1.1, Table 7-5

Industrial interceptors and separators 1009.0

Industrial wastes:

Approval required 811.1, 1009.2

Definition 211.0

Disposal 307.1, 811.1

Materials 811.2, 903.2.3, 1009.2

Pretreatment 307.0, 811.1

Inlet fittings for fixture connections 704.1-2, 706.2, 710.9

Insanitary:

Additions, alterations, or repairs 101.5.1

Construction 101.4.1.3

Definition 211.0

Inspection and testing:

Abandoned cesspools, grease interceptors, seepage pits, septic tanks, and sewers 722.0, 1014.3.7, Appendix K

Advance notice for 103.5.4.1, 1204.0

Building sewer 723.0

Certificate 103.5.6.3, 1205.0

Chimneys and vents 504.0

Concealment of work, prohibited before inspection 103.5.1.1, 103.5.1.3, 1204.0

Drainage 710.6, 710.10

Disposal fields Appendix K

Final 103.5.6.3, 504.2, 1204.3.2

Gas piping, rough and final 1204.3

Labor and material for 103.5.4.2

Water heaters 504.2

Water piping 103.5.1.1

Inspector see Authority Having Jurisdiction

Installation of:

Building sewer: 715.0, 717.0, 718.0

Cleanouts 707.0, 719.0, Table 7-6

Devices to prevent cross-connections 602.0, 603.0

Drainage piping system Chapter 7

Fixtures 407.1

Floor drains and shower stalls 411.0

Gas piping systems 1211.0

Overflows 403.0

Urinals 402.3, 407.0, 409.0

Vents Chapter 9

Water piping system 609.0, 610.0, Appendix A

Integral traps 1001.1, Table 7-3 pn,

490

Intercepting hoppers or sink see Receptors

Interceptors:

Abandoned 1014.3.7

Auto wash rack 1011.0

Cleanouts, location 707.8

Definition 211.0

Grease 1014.0

Industrial 1009.0

Location 1009.5

Maintenance 101.4.1.2, 1009.6

Oil and flammable liquid 1017.0

Packing establishments 1010.0

Required 1009.1

Sand 1016.0

Slaughterhouse 1010.0

Vent 902.1

Intermixing of metals prohibited 311.6, 604.1

Invert, definition 211.0

Iron pipe size (IPS) pipe 302.0

Irrigation field 1611A.2

Island fixture, venting 909.0

–J–

Joints and connections:

Additives prohibited 705.1.5

Asbestos cement sewer pipe 705.1.4

Brazed 212.0, 316.1.7, 609.3.2, 1211.3.2

Burned lead 705.1.3

Cast iron 705.1, 705.2.2-4

Caulked 705.1.1

Cement mortar, prohibited 705.1.2

Compounds, thread lubricants 316.1.1, 1209.5.7

Compression 316.1.5, 606.2.1

Copper to screwpipe 316.2.1

Copper tube 316.2.1, 606.2.1

Elastomeric gasketed 705.1.7

Expansion 705.3.2

Ferrule 705.3.3

Fixture 316.3, 407.2, 704.0

Flared 316.1.4, 606.1.1, 705.3.3

Flexible 316.1.5

Floor-mounted 316.3, 704.0

Gas and watertight 103.5.3.4

Gas piping 1209.5

Ground joint 705.3.3

Heat fusion weld joints 316.1.11

Hubless cast iron 705.1.9

Increasers and reducers 317.0

Lead 316.1.2, 705.1.3, 705.2.4

Mechanical 606.1.2

Mechanically formed tee 606.1.3

Molded rubber coupling 705.1.6

Plastic piping, joints, and fittings 1209.5.9

Plastic vent joints 510.4.3

Pressed 316.1.9

Pressure-lock-type 316.1.8

Prohibited fittings and practices 311.0, 316.4, 317.0

Push-fit fitting 316.1.10

Rubber ring 705.1.7

Screwed 311.8, 316.1.1

Shield coupling 705.1.8

Slip 404.2, 606.2.3, 705.3.1, 1003.2

Soldered or sweat 212.0, 316.1.3

Solvent cement plastic pipe 316.1.6

Special 316.2

Threaded 316.1.1

Tightness 103.5.3.4

Tubing 316.1.3, 316.2.1, 606.2.1, 1209.5.8.2

Union 316.2.2, 609.5, 1211.3.2

Vitrified clay 705.2.1

Welded 225.0, 316.1.7, 705.1.3, 1211.3.2

Wiped 316.1.2

–K–

Kitchen sinks, prohibited types 405.3

–L–

Labeled 214.0, 301.1.1

Labor for tests 103.5.4.2

Laboratories, chemical 811.8

Laundry tubs 1001.2, 1001.3, 1003.1

Lavatories 214.0, 413.1

Lavatories in sets, definition 214.0, 413.1

Lawn sprinklers 603.4.6

Lead:

Closet rings 408.4

Sheet 401.2, 701.3

Shower receptor 411.8

Lead joints see Joints, Lead and Connections

491

Lead traps and bends 701.3

Leaders 214.0, 1102.2, 1103.0, 1104.0, 1106.0

Leaks, gas piping 1214.4, 1214.5

Length:

Connector 604.12

Developed, definition 206.0

Drainage piping 703.0, Table 7-5

Gas piping 1217.0

Vent piping 904.0, Table 7-5

Water piping 610.0

Limited-density owner-built dwelling 214.0, 604.1.1

Liquefied petroleum gas (LPG) 1201.0, 1203.7, 1211.5.2, 1213.0

Liquid waste:

Definition 214.0

Disposal of 303.0

Listed 214.0, 301.1.1

Listing agency 214.0, 301.1.1

Loading, fixture unit Tables 6-5, 7-3, 7-4

Local authority to approve CPVC pipe, residential 604.1.1

Location of:

Backwater valve 710.1, 710.4, 710.6, 1006.0

Fixtures 309.0

Gas meters 1209.6

Gas valves 1209.8.2, 1209.10, 1210.0, 1211.2.4, 1211.11, 1212.5

Industrial interceptors and separators 1009.0

Plumbing or sewer on lot 308.0, 721.1, Table 7-7

Pressure-relief, regulator, or check valves 608.0, 1209.7.3

Private sewage disposal system Appendix K

Secondary protection, water heaters 506.2

Shutoff valves 505.6, 605.0, 710.12.1, 710.13.2, 1211.11, 1212.5

Temperature relief valves 505.6, 608.3

Vent terminals 510.3.4.6, 510.8.2, 510.8.3, 906.0

Water heaters 505.1, 508.0

Lot, definition 214.0

Lot line, termination of vents from 906.2

Low hazard 214.0, Table 6-2

Low VOC cement, definition 214.0

Low VOC one-step cement 214.0, 316.1.6

Low VOC primer 214.0, 316.1.6

Lubricants, thread 316.1.1, 1209.5.7

–M–

Macerating toilet system 215.0, 710.13

Main, definition 215.0

Maintenance 101.4.1.2, 1007.0, 1009.6

Material:

Alternate 301.2, 406.3

Approval required 301.1.1

Backwater and gate valves 605.4, 710.4, 710.6

Building drain 701.0, Table 7-1

Building sewer 715.0, Table 7-1

Cesspool Appendix K

Cleanouts 707.1, 707.2

Condensers or intercepting tanks 810.2

Drainage systems 701.0, Table 7-1

Fittings 301.0, 311.0, 1209.5

Gas piping 1209.5

Marking of 301.1.2, 604.3, 710.6, 716.0

Medical gas and vacuum 1316.0

Potable water piping 604.0, Appendix A

Septic tank Appendix K

Showers 411.5

Soil and waste pipes 701.0, Table 7-1

Specifications, standards 301.1.3

Sumps or receiving tanks 710.8, 810.2

Thread lubricants 316.1.1, 1209.5.7

Traps 1003.1

Valves and fittings 605.1

Vents 701.0, 903.0, Table 7-1

May, definition 215.0

Meat and poultry processing plants 601.6, 717.1, 724.0, 1010.1

Meat packing and slaughterhouses 1010.0

Medical gas and vacuum systems Chapter 13

Alarms 1324.0

Cleaning 1317.0

Definitions 320.0, 1310.0

General requirements 1311.0

Installation requirements 1302.0, 1318.0

Joints 1319.0

Labeling 1323.0

492

Materials 1316.0

Pipe sizing 1314.0

System certification 1328.0

Testing 1327.0

Valves 1320.0

Metals, intermixing prohibited 311.6, 604.1

Meters, gas 1209.6

Meters, water 610.0, Appendix A

Minimum standards 301.0

–N–

Natural gas, specific gravity 1216.0

Nipples, soldering 316.1.2

Nonmetallic gas hose connectors 1212.3

Nonwater supplied urinals (waterless urinals) 216.0, 402.3.3

Nonwater urinals 402.3.4

Non-combustible piping installations 1506.0

Non-corrosive bolts 407.3, 407.4

Non-potable water piping 603.4.11, 610.13(6)

Identification 601.2, 614.0

Non-potable water reuse systems Chapter 16A

Notching 313.2

Notice of inspection 103.5.4.1, 1204.0

Nuisance 101.4.1.3, 101.5.2, 216.0, 713.6

–O–

Obstructions to flow 311.5, 316.4, 510.15

Offset 217.0, 510.6.1.1, 511.1.2, 511.1.6, 511.2.5, 511.2.16, 511.2.19, 706.4, 905.3, 910.5, 1209.11.1

Oil and flammable interceptors 217.0, 1017.0

One-and two-family dwellings 301.5

Opening, effective, definition 207.0

Open trench work 315.3

Overflow:

Gravity supply tank 607.0

Plumbing fixture 403.0

Rim, flood-level rim 208.0, 403.0

Oxygen, fuel gas 1209.8.1, 1214.1.7

–P–

Packing additives prohibited 705.1.5

Packing establishments, grease interceptors required 1010.0

Penalties 102.3.2, 103.5.6.1

Percolation tests Appendix K

Permit, required 103.1.1, 103.4.4.1, 103.5.1, 503.0

Photographic rooms, waste from 811.8

Piping:

Building, adjacent to 313.3

Building supply size 610.0

Cleanout 707.0, 719.0

Compounds, thread lubricants 316.1.1, 1209.5.7

Diameter, definition 206.0

Drainage, horizontal, grade of 708.0

Drainage piping, size of 703.0

Embedded in masonry or concrete 313.2

Gas, definition of 1203.0

Gas, size of 1216.0, 1217.0

Hangers and supports 314.0, 1211.2.6, Table 12-3

Horizontal , definition 210.0

Hot water, size of 610.0

Improper location 309.0

Increasers and reducers 317.0

Interconnection of gas systems 1215.0

Joints 103.5.3.4, 316.0, 606.0, 705.0, 1209.5

Non-potable water 603.4.11

Protection from freezing 313.6, 1211.1.4

Protection required 313.0, 315.4, 609.3, 1211.1

Protectively coated 313.5

Reaming 310.3, 609.1, 701.2.1, 903.3, 1209.5.5

Size of; see Diameter 302.0, 610.0, 703.0, 904.0, 1216.0, 1217.0

Soil, definition 221.0

Special wastes 221.0, Chapter 8

Threads 311.8, 316.1.1, 701.2.2, 1209.5.7

Tube, forming 609.1

Underground 316.2.2, 604.2, 701.1.1, 903.1.1, 1211.1

Vent 224.0, Chapter 9

Vertical 224.0, Table 3-2, Chapters 7, 9

Waste 225.0, Chapters 7, 8

Waste, indirect 211.0, Chapter 8

493

Water, materials 604.0, Table 6-4

Water, size of 610.0

Water-distributing, definition 225.0

Welder, definition 225.0

Wrapping 609.3.1, 1211.1.3

Pit, seepage 221.0, 722.2, Appendix K

Plans required 101.3

Plastic piping 311.11

Plastic joint solvent cement 316.1.6

Plugs, caps, cleanout 707.1-2

Plugging, fixture outlets 101.4.1.1.3

Plumbing:

Additions and alterations 101.4.1

Appliance, definition 218.0

Appurtenance, definition 218.0

Connected to sewer or private disposal system 304.0, 305.0, 713.2

Defective, test of 103.5.5.1

Definition 218.0

Inspection of 103.5

Official see Authority Having Jurisdiction

Repairs 101.4.1.1

System, definition 218.0

Test required 103.5.3

Uncovered for inspection 103.5.1.4

Plumbing fixtures:

Accessibility 407.1, 407.6

Alternate materials 301.2, 406.3

Back-to-back 704.2

Below curb or sewer level 710.1-2

Clearance from wall, toilet, urinal 407.5

Connections, drainage 316.3, 404.0, 406.1, 704.0

Control valves 605.0

Definition 218.0

Distance from traps 1001.2, 1001.4, 1002.2, Table 10-1

Floor drains and showers 411.0, 1006.0

Improper location of 309.0

Indirect waste 804.0

Installation of 407.0

Island 909.0

Joints 316.0, 407.2

Material of 401.0, 406.2, 406.3, 408.4, 411.5, 411.8, 416.1

Must be connected to sewer 304.0, 305.0

Must be provided with trap 1001.1

Overflows 403.0

Prohibited 311.0, 311.5, 405.0, 910.7

Quality 401.1

Setting 316.3.1, 407.5

Size of waste for 702.0, 703.0, Tables 7-3, 7-5

Special fixtures 406.0

Standards 401.1

Strainers and connections 404.1

Supply and waste connection, access to 404.2

Supply fittings 407.7

Unit equivalent 610.3, 702.0, 703.0, Tables 6-5, 7-3, 7-4

Water supply required 601.0

Pollution 218.0, 601.6, 601.9.1, 603.4.5, Table 6-2

Polyethylene (PE) 218.0, 604.1

Polyethylene-aluminum-polyethylene (PE-AL-PE) 218.0, 604.13, Table 3-2

Polypropylene (PP), definition 218.0, 1003.1

Polyvinyl chloride (PVC) 218.0, 408.4.1, 604.1, 701.1.2, 705.2.5, 707.1 903.1.2, 903.1.3, 1003.1, 1611A.2, 1611A.3

Polyvinylidene flouride (PVDF), definition 218.0

Potable water:

Definition 218.0

Disinfection 609.9

Identification 601.2, 614.0

Protection of 602.0, 603.0

Supply required 601.0

Unlawful connection to 602.0

Pressure drainage connections prohibited 805.0

Pressure, excessive, water 608.2

Pressure losses, water 610.2

Pressure regulator, when required 608.2-6

Pressure, regulator, gas 1209.7

Pressure-relief valve 505.4, 505.6, 506.2, 608.0

Preventer, backflow 204.0, 603.2

Primary settling tank 902.1

Private or private use, definition 218.0

Private sewage:

Capacity of system Appendix K

494

Construction Appendix K

Disposal system 218.0, Appendix K

General 103.5.1, Appendix K

Location 721.0, Appendix K, Table 7-7

Private sewer, definition 218.0

Private water supply 602.2, 602.4

Prohibited:

Additives, packing 705.1.5

Cement mortar joints 705.1.2

Concealed gas piping 1211.3

Concealment of defects 310.2, 1214.4.3

Concealment of work before inspection 103.5.1.1, 103.5.1.3, 1204.0

Connections, rainwater 306.2

Connections, waste 403.0, 805.0, 806.0

Connections, water 602.0

Copper tubing, use of 903.2.3, 1209.5.2.3

Damage to drainage system 306.1, 313.0

Defective material 103.1.2.1, 1214.4

Direct drainage 603.3.5, 801.2, 810.1

Drinking fountain location 405.1

Fittings 311.0, 316.4

Fixtures 311.5, 405.0

Floor drains 311.10

Food waste disposal, connection to 1001.3, 1014.1.3

Gas piping location 1211.2.5

Gas water heaters in bathroom, bedroom 505.1

Industrial waste disposal 307.0

Joints and connections 316.4, 606.2.2, 705.0

Oxygen 1214.1.7

Pipes in masonry 313.2

Practices 101.4.1.1.2, 310.2, 311.0, 313.2, 313.6, 316.4, 602.0, 714.0

Receptors, location of 804.1

Soldered joints 316.1.3.1

Traps 1004.0

Trough type urinals 405.2

Urinals and water closets on combination waste and vent 910.7

Water piping in drainage or sewer trench 720.0

Property line, termination of vent 906.2

Protection from:

Corrosion 313.1, 313.4, 609.3.1, 1209.5.6

Freezing 313.6

Protection of:

Gas meters 1209.6.4

Piping materials and structures 313.0, 315.4, 1211.1

Potable water supply 603.0

Trap seal 1002.0, 1005.0, 1007.0

Water heaters 505.3–505.6, 506.2

Public, or public use, definition 218.0

Public sewer, definition 218.0

Public shower floors 411.9

–Q–

Quality and weight of materials, general regulations Chapter 3

Quality of fixtures 401.1

Quick-disconnect device 1212.6

–R–

Rain and surface water drains 306.2

Rainwater systems Chapter 11, Appendix D

Rate of flow, fixture unit 610.3, 702.0, Tables 6-5, 7-3

Ratproofing 313.12

Reaming pipes 310.3, 606.1.1, 701.2.1, 1209.5.5

Receiving tank or sump 710.2–3, 710.7–10, 710.13.1

Receptors:

Definition 220.0

Indirect waste 804.0

Shower, shower stalls 411.0

Recessed or durham fittings 206.0, 701.2.1

Recommended loadings, sewage disposal Appendix K, Table 7-5

Recycled water Chapter 16A

Definitions 1614A.0

Drawings and specifications 1616A.0

General 1613A.0

Identification 1617A.0

Inspection and testing 1620A.0

Installation 1618A.0

Permit 1615A.0

Pipe material 1617A.0

Signs 1619A.0

Sizing 1621A.0

495

Reducers 317.0

Refrigerators 801.2

Regulators

Gas supply 1209.7

Line pressure, identification 1209.7.7

Relief valves on water supply 608.2-6

Regulators, relief valves on water supply 608.2—6

Relief vent 907.0

Connections 805.0

Definition 220.0

For closed condensers, sumps, interceptors 810.1–3, 1009.4

Remote outlet, definition 220.0

Renderers 601.8

Repairing:

Defective gas pipe, prohibited 1209.5.5

Defective pipe and fittings 101.5.1

Repairs and alterations to plumbing and drainage system 101.4.1.1

Required:

Hot and cold water 601.0

Plans 101.3

Plumbing fixtures 412.0, 412.1.1, Tables 4-1, 4-2, 4-3, 4-4

Sewer connections 305.0

Vents 901.0

Responsible for testing 103.5.4.2

Restaurant, grease interceptor 1014.1

Retesting 103.5.6.2

Rim:

Definition 220.0

Flood level 208.0, 603.3.5, 603.4.9, 905.3, 909.0

Rise:

Horizontal vent 905.3

Vents above fixture 905.3

Riser 220.0, 411.11, 610.1

Roof drains 1105.0

Roof drainage 1101.11

Primary 1101.11.1

Secondary 1101.11.2

Combined 1101.11.2.2.2

Seperate piping 1101.11.2.2.1

Roof gutters 1106.3

Roof supply tanks 607.0

Roof, termination of vents above 510.6.2, 905.4, 906.1, 906.3, 906.5, 906.7

Roughing-in, definition 220.0

–S–

Saddle, sleeve, band outlets, prohibited 311.1

Safety and health 101.5.2

Safety devices 505.0, 603.0, 608.0

Sand interceptor 1016.0

Cleanout for 707.7

Construction and size 1016.2

Definition see Interceptor

Design 1009.3

Discharge 1009.7

Location 1009.5

Required 1009.1, 1016.1

Required for steam exhaust or blow off 810.0, Table 8-1

Secondary 902.1

Type of trap 1009.2

Vent, required and not required 901.0, 902.0, 1002.0, 1016.3

Water seals 1009.3

Sanitary tees, permissible use 706.2

Schools of Cosmetology 601.5

Screw joints 316.2.1, 705.2.3

Screw pipe to cast iron 705.2.3

Screw pipe to copper tubing 316.2.1

Scrub sink 221.0, Table 4-2

SDR, definition 221.0

Seal, trap; see Trap, seal 1005.0, 1007.0

Secondary interceptors 902.1

Secondary temperature limiting device 506.2

Seepage lines Appendix K

Seepage pit Appendix K

Abandoned 722.0, Appendix K

Connection to sewer prohibited 714.3

Construction Appendix K

Location 721.0, Table 7-7

Size Appendix K

Soil absorption Appendix K

Self-cleaning traps 1003.1, Table 7-3

Separate plumbing and drainage systems 312.0

496

Separate venting 811.6, 906.3

Separator 1009.0

Septic tanks 221.0, Appendix K

Abandoned 722.0, Appendix K

Connections to sewer prohibited 714.3

Location of 721.0, Table 7-7

Service, authority to render gas 1206.0

Service piping, gas, definition 1203.10

Setting fixtures 316.3.1, 407.5

Settling tank 902.1

Sewage:

Definition 221.0

Disposal of 303.0, 305.0, 709.0, 713.0, 714.0

Sewage disposal system, private Appendix K

Abandoned 722.0

Construction 715.1

Holding tank 714.5

Location 721.0, Table 7-7

Sewage ejector, definition 221.0

Sewage pump, definition 221.0

Sewers Chapter 7

Abandoned 722.0

Adjacent to walls 715.1, 718.3, Table 7-7

Available 305.2, 713.2, 713.4

Building, material of 701.0, 715.1, Table 7-1

Building sewer 204.0, Chapter 7

Cleanouts 719.0

Connection to, required 304.0, 305.0, 713.0

Construction of 715.0–719.0

Damage to 306.1, 714.1, 811.1

Depth of 708.0, 718.3

Easements for 721.2

Ejectors 710.2

Existing 101.4.1.1.1–2, 312.0, 705.1.2, 713.6, 715.3

Grade and support of 708.0, 718.0

Independent system required 312.0

Inspection, order of 103.5.1

Installed on made or filled-in ground 718.2

Location 308.0, 313.0, 718.0, 720.0, 721.0, Table 7-7

Materials 101.4.1.1.2, 715.1, 718.3, 720.0, Table 7-1

Mobile home park sewer 215.0

Must be on same lot as building 308.1, 721.1

Pipe joints 705.1

Private sewage disposal system 218.0, 305.1–2, 713.0, 714.0

Public, damage to 306.1, 714.1

Public or public use, definition 218.0

Required 305.0, 713.0

Size of building 710.5, 717.0, Table 7-8

Testing of 101.4.1.1.2, 723.0

Water pipe in trench 720.0

Shall, definition 221.0

Sheet lead 401.2, 411.8, 701.3

Shielded couplings 221.0, 705.1.8

Shock arrester, definition 221.0

Short turn ¼ bend, prohibited 311.5, 706.0

Should, definition 221.0

Shower control valves 418.0

Shower pans 411.8

Shower receptors 411.8

Shower stall or compartment 411.7

Showers, gang or group 209.0, 411.9, Table 7-3

Shutoff valves 505.6, 605.0, 710.12.1, 710.13.2, 1209.10, 1211.11, 1212.5

Single-family dwelling, definition 221.0

Single-stack vent system Appendix L

Sinks:

Clinic 205.0, 410.1, Tables 4-1, 4-2

Connections 404.3, 404.4

Faucets 402.1.2

Island 909.0

Laundry 1001.2. 1001.3, 1003.1, Tables 4-2

Prohibited 405.3

Scrub 221.0, Table 4-2

Special use 406.2, 406.3

Size of:

Building sewer 703.0, 717.0, Tables 7-3, 7-5, 7-8

Cesspool Appendix K

Combination waste and vent piping 910.0, Appendix B

497

Combustion air vents 506.1, 507.0

Disposal field Appendix K

Drainage piping, minimum 703.0, Tables 7-3, 7-5

Gas piping system 1216.0, 1217.0

Indirect waste pipes 803.0

Leaders, conductors, and storm drains 1106.0

Medical gas and vacuum pipe 1314.0

Pipe cleanout 707.10, Table 7-6

Seepage pit Appendix K

Septic tank Appendix K

Trap 702.1, 910.4, 910.6, 1003.3, 1006.0, Table 7-3

Vent pipes 710.10, 810.1, 904.0, 905.4, 906.0, 908.1.2, 908.2.3, 910.3, Table 7-5

Vent stack 906.0, 907.1, Table 7-5

Water piping 609.0, 610.0

Slaughterhouses 1010.0

Slip joints 316.1.5, 404.2, 705.1.6, 705.1.8–9, 705.3.1, 705.3.3

Slip joints, traps 705.3.1, 1003.2

Slope see Grade

Soil pipe 221.0, 311.2, 311.4, 701.1.6, 705.1.1, 705.1.9, 722.2, 1002.4, Table 7-1

Soil porosity Appendix K

Soil stack, minimum size 703.0

Solder, bushings 316.1.2, 701.4.2, Table 7-2(b)

Solder fluxes 316.1.3

Solder joints 212.0, 310.2, 316.1.2–3, 316.2.1, 316.3.1, 606.2.1, 705.2.4, Table 3-2

Spacing:

Gas risers or meters 1209.2, 1209.6.2

Pipe supports 314.1, 314.7, Table 3-2

Special fixtures 406.0

Special joints 316.2

Special venting 909.0

Special waste pipe see Industrial Waste

Special wastes:

Acid 811.2

Chemical 811.0

Definition 221.0

Industrial 811.0

High temperatures 810.1, Table 8-1

Laundries, bottling works, wash racks 702.0, 711.0, 1012.0, 1013.0

Specific gravity, natural gas 1216.1

Specifications for materials 301.0, Table 14-1

Stack 221.0, 311.4, 705.3.2, 711.0, 906.1, 907.1

Standards for materials 301.0, Table 14-1

Standpipe, clothes washer 804.1

Steam exhaust condenser or blow off 810.0, Table 8-1

Sterile equipment 806.0

Storage tanks:

Gravity 607.0

Hot water 506.2

Storm drain 221.0, 1101.5, 1101.10, 1101.11

Storm sewer, definition 221.0

Strainers and connections 404.0

S-trap prohibited 1004.0

Street main; see Water main 225.0, 610.7, Tables 6-5, 6-6

Structural condition safety 313.2, 313.11

Submittal of plans 101.3, 103.2.1.4, 103.3, 103.4.2-3

Subsoil drains 221.0, 1101.5

Substitute materials 301.2

Subsurface disposal field Appendix K

Suds relief 711.0

Sump:

Boiler room, installation 810.1, 810.3

Building, backwater devices 710.3, 710.4

Building drainage systems below sewer level 710.2

Condensers 810.0, Table 8-1

Construction 810.2

Definition 221.0

Pump connection permitted 710.2-3, 710.5, 710.9, 805.0, Table 7-4

Pump discharges, conversion to fixture units 702.2, 710.3, 710.5, Table 7-4

Sewage 710.0

Vent 710.7, 710.10, 810.1, Table 8-1

498

Supply:

Control valves, water 605.0

Fittings, fixtures 407.7

Fixture, definition 208.0

Hot water 601.9.3, 601.3, 602.1, 603.3.6

Non-potable water 603.4.11

Pipe, size of 610.0, Tables 6-5, 6-6

Potable water, protection 603.0

Tank, water 607.0, 608.1

Water, quality of, source of 601.1

Supports and hangers 221.0, 314.0, 510.10.10, 609.1, 906.4, 1211.2.6, Tables 3-2, 12-3

Surface water, discharge 307.2, 714.2, 811.1

Surrounding material 407.2

Sweat joints 316.1.3, 316.2.1

Swimming pools, spas, and hot tubs 603.4.22, 813.0

System:

Combination waste and vent 205.0, 910.0, Appendix B

Defective, testing of 103.5.5.1

Dialysis water 603.4.20.1, 613.0

Domestic hot-water distribution for health facilities and clinics 612.0

Drainage 206.0, Chapter 7

Durham, definition 206.0

Engineered vent 911.0

FOG disposal 1015.0

Gas piping, size of 1216.0, 1217.0

Independent 312.0

Medical gas and vacuum Chapter 13

Plumbing, definition 218.0

Pure Water Process 603.4.20

Storm water drainage Chapter 11

Water supply 225.0, 609.0

–T–

Tailpiece:

Connection 807.2, 910.5–6

Maximum length of 910.5

Size 404.3

Tanks:

Automatic flushing, urinals 410.2

Boiler blow off; see Condensers and Sumps 810.1, Table 8-1

Flush 208.0, 403.0, 407.4, 410.0, 601.1, Table 7-3

Gravity supply 607.0

Hot water storage 608.3, 608.6, 608.7

Inlet to 603.4.2, 603.4.5, 710.9, 810.1

Material 710.8, 810.2

Primary settling 902.1

Septic see Septic Tank

Water closet 403.0, 405.1, 601.1, 603.4.2–3

Water supply 602.1, 605.2, 607.0, 608.1, 608.3

Water supply, overflow 603.4, 607.0

Temperature-limiting devices 413.1, 414.5, 416.3, 418.0, 505.5

Temperature-relief valves 505.6

Temporary use of gas 1208.0

Termination of vents 510.6.2, 906.0

Testing agency, definition 222.0

Tests:

Advance notice for 103.5.4.1

Air 103.5.3.3, 103.5.5.1, 1214.1.7

Alternate materials, methods 301.2.1

Building sewer 101.4.1.1.2, 103.5.1.3–4, 723.0

Concealing of work prohibited before inspection 103.5.1.1, 103.5.1.3–4, 1204.0

Exceptions 103.5.3.3

Final 103.5.6.3, 712.1, 1204.3.2

Gauges 319.0, 1204.3.2, 1214.3

Labor and material for 103.5.4.2

Precolation Appendix K

Preparation 1214.2

Required 103.5.3

Responsibility for 103.5.4.2

Shower receptors 411.8.1

499

Storm drainage 1109.0

Testing agency 301.2.1, 610.2

Waived 103.5.3.2

Water supply system 103.5.1.1, 610.2

Thread lubricants 316.1.1, 1209.5.7

Threaded fittings 316.1.1, 316.2.1, 705.2.3, 1209.5.7

Threaded joints 316.1.1, 316.2.1, 705.2.3, 1209.5.7

Three-compartment sinks 1001.2

Toilet room, definition 222.0

Toilets:

Connections 316.4.2

Definition 222.0

Prohibited type 405.1

Trap Chapter 10

Arm 222.0, 1002.2–3, Tables 7-3, 10-1

Definition 222.0

Drum 1004.0

Exceptions for 1001.1–3, 1002.3

Floor drain 1003.1, 1006.0, 1007.0

For sumps, condensers 810.1

For three-compartment sinks or three lavatories 1001.2

From fixture, distance of 1001.4

From vent, distance of 704.2, 1002.2, Table 10-1

Indirect waste 803.0

Industrial interceptors and separators 1009.0

Integral 1001.1

Liquid seal 1005.0

Material of 103.1.2.1, 301.1.1-2, 807.3, 1003.1

Minimum size 702.0, 1003.3, Table 7-3

Prohibited types 1004.0

Protection 1002.1–2

Required 1001.0

Seal 222.0, 911.2, 1005.0, 1007.0

Seal primer 1007.0

Separate for each fixture 1001.1

Size 1003.3, Table 10-1

Slip joints in 705.3.1, 1003.2

Storm drains and leaders 1103.0

Union joint in water seal 316.2.2

Unit loading 702.0, Tables 7-3, 7-5

Vents for 810.1, 901.0, 905.2, 905.5, 908.1.1, 908.2.1, 908.2.2, 909.0, 910.5, 1002.0, Tables 7-5, 10-1

Vent not required 902.0

Weir 905.5, 1001.4, 1002.2, 1002.4

Trenching, excavation, and backfilling 315.0, 718.0, 720.0

Trough urinals, prohibited 405.2

Tubing, copper 316.1.3, 316.2.1, 604.2-3, 606.1.1, 606.2.1, 609.1, 609.3.2, 610.12, 701.1.4, 705.3.3, 903.2, Tables 6-4, 7-1

Tubing, gas connectors 1212.1, 1212.3

Tunneling 315.2

–U–

Unconfined space, definition 223.0

Underground:

Combination stop-and-waste valves 603.4.19

Copper tubing 604.2, 701.1.4

Dosing tanks Appendix K

Drainage material 316.2.2, 701.0

Gas piping 1211.1

Vent material 316.2.2, 701.1.4, 903.1.1

Water pipes 609.8, 720.0

Unions:

Couplings, in gas piping 1209.5.8.4, 1209.11.1, 1211.1.3, 1211.3.2, 1212.4

Joint in seal of trap 1003.2

Location 316.2.2, 609.5

Where allowed 316.2.2, 1211.3.2(4)

Unit, fixture 208.0, 610.3, 702.0, Tables 6-5 to 6-7, 7-3

Unit loading of traps 702.0

Unlawful connections 602.0

Unsanitary, definition 223.0

UPC, definition 223.0

Urinals 316.3.1, 402.3, 403.0, 404.1, 405.2, 407.5, 409.0, 601.1, 707.4, 910.7, 1003.1, Tables 6-5, 7-3, 7-5

Use of alternate material 301.2

Use, private, definition 218.0

Use, public, definition 218.0

500

—V—

Vacuum breaker 224.0, 409.0, 416.2, 601.2.3, 603.2.2, 603.2.5, 603.2.6, 603.3.5, 603.4.1, 603.4.5, 603.4.6, 603.4.7, 603.4.9, 603.4.15, 603.4.18, Table 6-2

Vacuum drainage systems Appendix L

Vacuum relief valve 224.0, 608.7

Validity of code 103.7.1, 103.8

Valves:

Accessible 605.8

Backwater 710.1

Check 603.2, 608.3, 1209.8.2, Table 6-2

Combination stop-and-waste 603.4.19

Excess Flow 207.0, 1210.0

Flush, definition 208.0

Flushometer 208.0, 410.2–3, 603.4.1, 610.10, Table 6-7

For drainage 710.4

For water 605.0

Hose outlet protection 603.2.3

Installation 311.7

Materials 604.0

Pressure relief 505.4, 505.6, 506.2, 608.0

Required 605.0

Shower and tub-shower combination control 418.0

Shutoff or control 605.0, 1211.11, 1212.5

Temperature and pressure relief 505.5, 505.6

Vacuum relief 224.0, 608.7

Vent or vent pipe:

Below trap weir 905.5, 1002.4

Branch, definition 204.0

Buildings over 10 stories 907.1

Changes in direction of 903.3

Chemical 811.2, 811.5–6

Combination waste system design 205.0, 910.0, Appendix B

Connections 311.2, 805.0, 905.1, Table 8-1

Connectors 510.10

Continuous, definition 205.0

Distance of trap from 1002.2, Table 10-1

Double fitting for 704.2, 905.6

Drain and waste Chapter 7

Engineered 911.0

Fittings 903.1, Table 7-1

Fixtures, back-to-back 704.2, 905.6

Flagpoling, prohibited 906.3

Flashing for 313.8, 906.1, 906.5

Grade of 905.1, 905.3

Height above fixture 905.3, 909.0

Height above grade 510.8.3

Horizontal 904.2, 905.3, Table 7-5

Indirect waste 801.2, 803.0, 805.0, 810.1, 902.1

Individual, definition 211.0

Interceptors 902.1, 1009.0

Island sinks and fixtures 909.0

Length of 904.0, Tables 7-3, 7-5

Material for 811.2, 903.0, Table 7-1

Method of installation 311.5, 903.3, 906.2, 906.4

Minimum size in each building 904.0, Table 7-5

Not required 803.0, 902.0

Not to be used as soil or waste pipe 311.4

Opening location 905.5, 1002.4

Parallel, connection 907.1

Prohibited 311.4, 903.1.1, 903.1.2.1, 903.3

Relief 220.0, 805.0, 907.0, 1009.4

Required 901.1, 904.1

Required separately on every trap 901.1, 902.1, 1002.1–2

Sizing 703.0, 904.0, 908.1.2, 908.2.3, 910.4, Tables 7-3, 7-5

Special 909.0

Stack 224.0, 906.1, 907.0

Steam, exhaust 810.0

Sump 710.7, 710.10, 710.13.3, 810.1, Table 8-1

System, definition 224.0

Termination 510.6.2, 906.0

Undiminished through roof 905.4, 907.1

Unit loading Table 7-5

Wet, Horizontal 908.2

Wet, Vertical 908.1

Yoke 227.0, 907.0

501

Vertical pipe 224.0, 703.1-2, 704.2, 905.6, 908.1, 910.5

Piping, support of Table 3-2

Unit loading length-drainage piping Table 7-5

Vertical-to-horizontal drainage fittings 706.4, 905.2–3, 909.0

Vertical wet venting see Wet Vent

Violation, notices of 103.5.6.1

Vitrified clay 701.1.3, 705.2.1, 811.2

–W–

Wall, extension through 313.1

Wall-hung fixtures, installation of 316.3.3, 407.4-5

Wall-hung water closets 225.0, 407.4

Wash racks, auto 1011.0

Waste:

Chemical 811.0

Clear water 812.0

Combination 205.0, 910.0, Appendix B

Condensate 814.0

Continuous 205.0, 404.3-4

Cooling water 808.0

Definition 225.0

Detrimental or harmful 306.1, 307.0, 811.1, 1009.1

Food, disposal unit see Food waste disposal unit

Indirect 211.0, Chapter 8

Industrial 211.0, 307.0, 811.1, 903.2.3, 1009.2

Liquid 214.0, 303.0, 304.0, 710.2, 811.1, 1006.0, 1009.1

Materials 701.0

Pipe, definition 225.0

Pretreatment required 811.1

Special, definition 221.0

Stack, definition 221.0

Water:

Additions to existing work 101.5.1, 610.13(2),(3)

Building supply 604.1, 609.6, 609.7, 610.8, 610.9, Tables 6-4, 6-6

Conditioning 225.0, 603.4.13, 609.5, 610.2, 611.4, Table 6-8

Distributing pipe, definition 225.0

Distribution system Chapter 6

Drinking 601.4, 601.5.3

Filter 610.2

Identification of potable and non-potable 601.2, 614.0

Main, definition 225.0

Materials Table 6-4

Non-potable lines 601.2, 603.4.11, 610.13(6), 614.0

Piping:

Grounding 604.8

In sewer trench 315.4, 609.2, 720.0

Installation of 602.1, 609.0, 610.0, 720.0

Material 604.0, Table 6-4

Potable 316.1.3, 501.0, 601.2, 601.5.3, 601.6.5, 601.9.1, 602.1, 603.1, 603.3.5, 603.4.4.1, 603.4.6-7, 603.4.10, 603.4.12, 603.4.22, 604.1, 604.5, 604.7, 604.10, 604.13, 605.1, 607.0, 609.9, 610.1–2, 610.13(7), 614.0

Sizing 610.0, Tables 6-5, 6-6, Appendix A

Test 103.5.3

Pressure:

Excessive 608.2-6

Inadequate 608.1

Loss 610.2

Private supply 602.4

Prohibited materials 604.10

Protection of potable 603.0

Regulators and relief valves 608.2-7

Required 601.1, 610.3

Service, size 610.0, Table 6-6

Softener 610.2, Table 6-8

Supply:

Cross-connection 601.1, 602.3, 603.0

Flushometer valves see Flushometer valves

Required 601.1

Supply tank 603.4.5, 605.2, 607.0, 608.1

System, definition 225.0

Temperature-limiting device 413.1, 414.5, 416.3, 418.0, 505.5, 506.2

Test 103.5, 609.4, 610.2

To fixtures 610.0, Tables 6-5, 6-6

502

Unlawful installation or connection 602.0

Valves 605.0

Treatment units 603.4.13, 611.0

Water closets 225.0, 316.3, 402.2, 402.2.1, 402.2.2, 403.0, 404.1, 405.1, 407.5, 408.0, 601.1, 603.4.1–3, 610.3, 910.7, Tables 6-5, 7-3

Water-conserving fixtures and fittings 402.0

Water hammer arrestors 225.0, 609.10

Water heaters:

Access 509.3, 509.4

Clearances 505.3

Combustion air for 507.0

Connectors 604.13.2, 604.14

Definition 502.15

Gas 508.0

Inspection 504.2

Location 505.1, 508.14, 508.15, 508.16

Oil-burning and other 506.0

Pressure-limiting devices 505.4

Pressure-relief valve 505.6, 608.3-6

Protection 505.4-6, 508.2, 508.8, 508.10

Relief valve 508.5

Temperature-limiting devices 505.5, 505.6

Vents 510.0

Waterproofing:

Fixture setting 407.2

Flashings 313.8, 906.5

Openings 313.8

Water-sealed traps see traps

Water softener 610.2

Water test:

Building sewers 103.5, 723.0

Plumbing, drainage, and vent system 103.5, 712.2

Water treatment device see Water Conditioning

Weep holes, sub-drain of shower stalls 411.8

Weight of flashing, lead 701.3, 906.6

Weights and quality of materials 301.0, 604.0, 701.0, 906.6

Welded lead joints 316.1.7, 705.1.3

Welder, pipe, definition 225.0

Welding or brazing joints 316.1.7, 705.1.3

Well, distance from sewage disposal 721.1, Table 7-7

Wet vent 225.0, 316.2.2, 908.0, 910.6

Whirlpool bathtubs 225.0, 414.0

Window, termination of vents from 906.2

Wiped joints 316.1.2, 705.2.4

Wooden sinks and tile wash trays or sinks 405.3

Work, concealed 103.5.1–2, 504.2, 1204.3, 1211.3,

Work, existing 101.4-5, 207.0

Work, exposed, where required 504.2, 1204.3, 1211.3

Workmanship 310.0, 609.1, 1209.5.5, 1315.0

Wrapping of pipe 609.3.1

Wrought iron (galvanized) 316.1.2, 604.5, 604.6, 701.1.1, 705.2.3-4, 707.1, 903.1, Table 6-4

Wye connections 404.4, 706.0, 707.5, 707.6, 710.4, 719.4, 907.2, 909.0

–X–

X-ray darkrooms 811.8

–Y–

Yoke vent 227.0, 907.0

–Z–

Zinc alloy die cast components 406.4

503

HISTORY NOTE APPENDIX
California Plumbing Code
(Title 24, Part 5, California Code of Regulations)

For prior history, see the History Note Appendix to the California Plumbing Code, 2007 Triennial Edition effective January 1, 2008.

1. (BSC 05/09, DSA-AC 03/09, DSA-SS 04/09, HCD 03/09, OSHPD 02/09, SFM 02/09) Adoption by reference of the 2009 Uniform Plumbing Code (UPC) with necessary state amendments and repeal of the 2006 edition of the UPC. Effective on January 1, 2011.