README TABLEOFCONTENTS 2012 GREEN PLUMBING & MECHANICAL CODE SUPPLEMENT FOR USE WITH ALL CODES REVISION MARKINGS Code changes from the 2010 edition are marked in the margins as follows: An arrow denotes a deletion. A vertical denotes a change. Information on referenced publications can be found in Chapter 11. All pressures used in this supplement are gauge pressures unless otherwise indicated. Copyright © 2012 by International Association of Plumbing and Mechanical Officials All Rights Reserved No part of this work may be reproduced or recorded in any form or by any means, except as may be expressly permitted in writing by the publisher. Second Edition First Printing, April 2012 Published by the International Association of Plumbing and Mechanical Officials 4755 E. Philadelphia Street · Ontario, CA 91761-2816 – USA Main Phone (909) 472-4100 · Main Fax (909) 472-4150 2012 GPMCS Foreword With the publication of the 2012 (second edition) Green Plumbing and Mechanical Code Supplement (GPMCS) by the International Association of Plumbing and Mechanical Officials (IAPMO), another significant milestone has been reached. The GPMCS, the first and best of its kind, has updated from the 2010 edition to keep pace with the rapid advancement of sustainable construction practices, and expanded to address additional opportunities to save water and energy in the areas of lawn irrigation, swimming pools, and car washes. The GPMCS is a separate document from the Uniform Plumbing and Mechanical Codes and establishes requirements for green building and water efficiency applicable to plumbing and mechanical systems. The GPMCS serves as an adjunct to the Uniform Codes or any of the plumbing and mechanical codes used in the U.S. The GPMCS is designed to facilitate safe and reliable sustainable plumbing and mechanical construction practices. The supplement is not a “greener” version of the Uniform Codes, but rather serves as a repository for provisions that may be integrated into the Uniform Codes. The GPMCS is a logical transitional home for green requirements until they are fully accepted by industry and are ready to be included into the code. The supplement serves as a resource for progressive jurisdictions that are implementing green building and water efficiency programs or enforcing existing green ordinances. The supplement also serves as a resource for plumbers, contractors, engineers, and manufacturers in designing and installing green plumbing and mechanical systems. The Green Plumbing and Mechanical Code Supplement is developed through a consensus process by the Green Technical Committee (GTC) which is comprised of a diverse group of experts in green plumbing and mechanical fields including water and energy conservation authorities, plumbers, manufacturers, contractors, engineers, and code authorities. The public at large is encouraged and invited to participate in the supplement’s development process. The GTC meetings are open to the public and public input is solicited through a peer review process. This supplement is updated periodically. Information regarding the Supplement and its development is available at IAPMO’s website at www.iapmogreen.org. The Supplement has broad industry support. The following organizations participated in the development of the 2012 Green Plumbing and Mechanical Code Supplement and support its scope and purpose: AWE - Alliance for Water Efficiency – PO Box 804127 • Chicago, IL 60680-4127 • (773) 360-5100 ARCSA - American Rainwater Catchment Systems Association – 919 Congress Avenue, Suite 460 • Austin, TX 78701 • (512) 616528 ASPE - American Society of Plumbing Engineers – 2980 S. River Road, Des Plaines, IL 60018 • (847) 296-0022 ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers – 1791 Tullie Circle NE • Atlanta, GA 30329 • (404) 636-8400 ASSE - American Socity of Sanitary Engineers – 901 Canterbury Road, Suite A • Westlake, OH 44145-7201 • (440) 835-3040 Green Mechanical Council – 1701 Pennsylvania Avenue, NW, Suite 300 • (202) 461-2203 Green Plumbers – 4755 E Philadelphia Street • Ontario, CA 91761 • (909) 472-4100 MCAA - Mechanical Contractors Association of America – 1385 Piccard Drive • Rockville, MD 20850 • (301) 869-5800 NEBB - National Environmental Balancing Bureau – 8575 Grovemont Circle • Gaithersburg, MD • (301) 977-3698 PCA - Plumbing Contractors Association – 1385 Piccard Drive • Rockville, MD 20850 • (301) 869-5800 PPFA- Plastic Pipe and Fittings Association – 800 Roosevelt Road, Building C, Suite 312 • Glen Ellyn, IL 60137 • (630) 858-6540 PHCC-NA - Plumbing-Heating-Cooling Contractors Association – PO Box 6808 • Falls Church, VA 22046 • (800) 533-7694 PMI - Plumbing Manufacturers International – 1921 Rohlwing Road, Unit G • Rolling Meadows, IL 60008 • (847) 481-5500 RPA - Radiant Professionals Alliance – 18927 Hickory Creek Drive, Suite 140 • Mokena, IL 60448 • (708) 995-3003 SMACNA - Sheet Metal and Air Conditioning Contractors’ National Association – 4201 Lafayette Center Drive • Chantilly, VA 20151 • (703) 803-2980 SMWIA- Sheet Metal Workers International Association – 1750 New York Avenue, NW, 6th Floor • Washington, DC 20006 • (202) 662-0836 UA - United Association – Three Park Place • Annapolis, MD 21401 • (410) 269-2000 WPC - World Plumbing Council – WPC Secretary • PO Box 810 • Lafayette, IN 47902 • (765) 76-0222 iii These lists represent the membership at the time the Committee approved the final text of this edition. Since that time, changes in the membership may have occurred. IAPMO Committee for the Awareness and Understanding of a Sustainable Environment (C.A.U.S.E. Committee) Michael Durfee, Chairman County of Salt Lake Dan Daniels, Pueblo Regional Building Department William N. Erickson, CJ Erickson Plumbing Company Representing Mechanical Contractors Association of America Doug Fredericksen, City of Corona Building Department (Retired) Gary Hamilton, United Association Rodrigo (Rod) Jara, UA Great Lakes Training Center Ronald Rice, City of St. Paul (Retired) Kevin Tindall, Tindall & Ranson Plumbing, Heating & A/C Representing Plumbing-Heating-Cooling Contractors-National Association IAPMO Green Technical Committee William N. Erickson, Chairman CJ Erickson Plumbing Company - Representing Mechanical Contractors Association of America EW Bob Boulware, P.E., Design-Aire Engineering, Inc. David Dias, Sheet Metal Workers’ International Association Local Union 104 Erik Emblem, Joint Committee on Herman (Bill) Hoffman, HW Hoffman & Associates Eli P. Howard, III, Sheet Metal and Air Conditioning Contractor’s National Association Jeff Hutcher, City of Oakland, Community and Economic Development Department Rodrigo (Rod) Jara, UA Great Lakes Training Center Jim Kendzel, American Society of Plumbing Engineers Gary Klein, Affiliated International Management LLC John Koeller, P.E., Koeller and Company Jordan Krahenbuhl, Clark County Building Department James Majerowicz, UA Local 130 Dave Mann, UA Local 342 Tom Meyer, National Environmental Balancing Bureau Michael Mitchell, City of San Francisco Larry Oliver, LEED AP, Glumac Engineering Thomas Pape, Alliance for Water Efficiency Beverly Potts, Illinois - PHCC Ronald Rice, City of St. Paul (Retired) Len Swatkowski, Plumbing Manufacturers International Amir Tabakh, City of Los Angeles Department of Water and Power Kevin Tindall, Tindall & Ranson Plumbing, Heating & A/C Representing Plumbing-Heating-Cooling Contractors-National Association April Trafton, Donald Dickerson Associates Robert Zimmerman, Kohler Co. Alternates Philip Campbell, UA Training Peyton Collie, Sheet Metal and Air Conditioning Contractor’s National Association Lee Mercer, Moen Inc. Ed Saltzberg, Edward Saltzberg & Associates - Representing American Society of Plumbing Engineers Phillip Trafton, Donald Dickerson Associates David Viola, Staff Secretary, International Association of Plumbing and Mechanical Officials iv GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT IAPMO Green Technical Committee Task Groups Members Administration/General Task Group Jordan Krahenbuhl, Task Group Chair Clark County Building Department Erik Emblem, 3E International Inc. William N. Erickson, CJ Erickson Plumbing Company Representing Mechanical Contractors Association of America Doug Fredericksen, City of Corona Building Department (Retired) James Majerowicz, UA Local 130 Michael Mitchell, City of San Francisco Ronald Rice, City of St. Paul (Retired) Michael Steele, Cast Iron Soil Pipe Institute Max Weiss, Weiss Research Alternate Water Sources – Non-Potable Task Group Herman (Bill) Hoffman, Task Group Chair HW Hoffman & Associates Val Amezquita, Los Angeles Department of Water and Power Dan Bacani, Count of Los Angeles Public Health Carlos Borja, County of Los Angeles Public Health EW Bob Boulware, P.E., Design-Aire Engineering, Inc. Jeremy Brown, NSF International Thomas Bruursema, NSF International John Burwell, Xerxes Corporation Philip Campbell, UA Training Michael Cudahy, Plastic Pipe and Fittings Association Richard Dickerson, Murray Company Rebecca Drayse, TreePeople Erik Emblem, Joint Committee on Energy and Environmental Policy Vivian Enriquez, CPD, ARUP Fernando Fernandez, TOTO USA, Inc. Jeff Hutcher, City of Oakland Peter Jahrling, Sloan Valve Company Dominick Kasmauskas, National Fire Sprinkler Association John Koeller, P.E., Koeller and Company Rachel Kraai, San Francisco Water and Sewer C.J. Lagan, American Standard, Inc. Dr. Markus Lenger, Hydrologix Systems LLC Michael Luettgen, Kohler Co. James Majerowicz, UA Local 130 Mark Meredith, Phoenix Process Equipment Co. Sarah Minick, San Francisco Water, Power and Sewer Michael Mitchell, City of San Francisco Bill Morris, Charlotte Pipe and Foundry Co. Michael Nishida, Syska Hennessey Group Larry Oliver, LEED AP, Glumac Engineering Tracy Quinn, Natural Resources Defense Council Shabbir Rawalpindiwala, Kohler Co. Paul Riedinger, Charlotte Pipe and Foundry Co. Alan Rimer, Black & Veatch John Roeber, Roeber’s Incorporated – Representing California Plumbing-Heating-Cooling Contractors Association John Roth, City of Houston Planning and Development (Retired) Craig Selover, Masco Neal Shapiro, City of Santa Monica Steve Silber, UA Local 342 Michael Steele, Cast Iron Soil Pipe Institute Len Swatkowski, Plumbing Manufacturers International April Trafton, Donald Dickerson Associates Pauli Undesser, Water Quality Association Michael Vail, Water Legacy Don Vandertulip, P.E., Camp Dresser & McKee Inc. Max Weiss, Weiss Research Alternate Water Sources – Potable Task Group EW Bob Boulware, P.E., Task Group Chair Design-Aire Engineering, Inc. Carlos Borja, County of LA Public Health John Burwell, Xerxes Corporation Michael Cudahy, Plastic Pipe and Fittings Association Herman (Bill) Hoffman, HW Hoffman & Associates James Majerowicz, UA Local 130 Bill Morris, Charlotte Pipe and Foundry Co. Paul Riedinger, Charlotte Pipe and Foundry Co. Alan Rimer, Black & Veatch GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT John Roth, City of Houston Planning and Development (Retired) Craig Selover, Masco Michael Steele, Cast Iron Soil Pipe Institute Len Swatkowski, Plumbing Manufacturers International April Trafton, Donald Dickerson Associates Eddie Van Giesen, Blue Ridge Atlantic Enterprises Don Vandertulip, P.E., Camp Dresser & McKee Inc. Max Weiss, Weiss Research v IAPMO Green Technical Committee Task Groups Members continued Certification and Verification Task Group Erik Emblem, Task Group Chair Joint Committee on Energy and Environmental Policy EW Bob Boulware, P.E., Design-Aire Engineering, Inc. Philip Campbell, UA Training David Dias, Sheet Metal Workers’ International Association Local Union 104 Rodrigo (Rod) Jara, UA International Training Fund Jim Kendzel, American Society of Plumbing Engineers John Koeller, P.E., Koeller and Company Jordan Krahenbuhl, Clark County Building Department James Majerowicz, UA Local 130 Larry Oliver, LEED AP, Glumac Engineering Michael Steele, Cast Iron Soil Pipe Institute Phillip Trafton, Donald Dickerson Associates Eddie Van Giesen, Blue Ridge Atlantic Enterprises Food Waste Management Task Group Herman (Bill) Hoffman, Task Group Chair HW Hoffman & Associates Don Fisher, Fisher-Nickel, Inc. Casey Furlong, InSinkErator Herman (Bill) Hoffman, HW Hoffman & Associates Michael Keleman, InSinkErator John Koeller, P.E., Koeller and Company Dr. Markus Lenger, Hydrologix Systems LLC James Majerowicz, UA Local 130 Thomas Pape, Alliance for Water Efficiency Beverly Potts, Illinois - PHCC Merrill Seiler, Orange County Sanitation District David Zabrowski, ASTM International Robert Zimmerman, Kohler Co. Hot Water Task Group Gary Klein, Task Group Chair Affiliated International Management LLC Ron Bradford, Signatures Sales, Inc. Michael Cudahy, Plastic Pipe and Fittings Association Dale Drury, Grundfos Pumps Vivian Enriquez, CPD, ARUP William N. Erickson, CJ Erickson Plumbing Company Representing Mechanical Contractors Association of America Karen Hobbs, Natural Resources Defense Council Jim Kemper, Los Angeles Department of Water and Power C.J. Lagan, American Standard James Majerowicz, UA Local 130 Dave Mann, UA Local 342 Pat McLaughlin, McLaughlin & Associates Representing – AirConditioning, Heating and Refrigeration Institute vi Michael Mitchell, City of San Francisco Larry Oliver, LEED AP, Glumac Engineering Thomas Pape, Alliance for Water Efficiency John Roeber, Roeber’s Incorporated – Representing California PlumbingHeating-Cooling ContractorsAssociation Armando Romero, Los Angeles Department of Water and Power Ed Saltzberg, Edward Saltzberg & Associates Craig Selover, Masco Len Swatkowski, Plumbing Manufacturers International Kevin Tindall, Tindall & Ranson Plumbing, Heating & A/C Representing Plumbing-Heating-Cooling Contractors-National Association David Velan, Ecodrain GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT IAPMO Green Technical Committee Task Groups Members continued HVACR Task Group Tom Meyer, Task Group Chair National Environmental Balancing Bureau Peyton Collie, Sheet Metal and Air Conditioning Contractor’s National Association Michael Cudahy, Plastic Pipe and Fittings Association David Dias, Sheet Metal Workers’ International Association Local Union 104 Erik Emblem, Joint Committee on Energy and Environmental Policy Herman (Bill) Hoffman, HW Hoffman & Associates Eli P. Howard, III, Sheet Metal and Air Conditioning Contractor’s National Association Rodrigo (Rod) Jara, UA International Training Fund Pat McLaughlin, McLaughlin & Associates Representing – Air-Conditioning, Heating and Refrigeration Institute Tom Morton, PIPE/NITC Thomas Pape, Alliance for Water Efficiency Jayendra Parikh, Compliance Solutions International Inc. Amir Tabakh, City of Los Angeles Department of Water and Power Kevin Tindall, Tindall & Ranson Plumbing, Heating & A/C Representing Plumbing Heating Cooling Contractors-National Association Phillip Trafton, Donald Dickerson Associates Hydronics Task Group Tom Meyer, Task Group Chair National Environmental Balancing Bureau Michael Cudahy, Plastic Pipe and Fittings Association James Majerowicz, UA Local 130 Thomas Pape, Alliance for Water Efficiency Irrigation Task Group Thomas Pape, Task Group Chair Alliance for Water Efficiency EW Bob Boulware, P.E., Design-Aire Engineering, Inc. Greg Chick, Ramona’s Plumber Karen Hobbs, Natural Resources Defense Council Herman (Bill) Hoffman, HW Hoffman & Associates Jill Hoyenga, Eugene Water & Electric Board Jim Kemper, Los Angeles Department of Water and Power Dr. Markus Lenger, Hydrologix Systems LLC Brian Lennon, Irrometer Company, Inc. James Majerowicz, UA Local 130 Bill McDonnell, Metropolitan Water District Brent Mecham, Irrigation Association LCA Task Group Greg Simmons, Task Group Chair Charlotte Pipe and Foundry Co. EW Bob Boulware, P.E., Design-Aire Engineering, Inc. Richard Church, Plastic Pipe and Fittings Association Michael Cudahy, Plastic Pipe and Fittings Association Dr. Markus Lenger, Hydrologix Systems LLC William Levan, Cast Iron Soil Pipe Institute James Majerowicz, UA Local 130 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Lee Mercer, Moen, Inc. Craig Selover, Masco Billy Smith, Jay R. Smith Mfg. Co. Len Swatkowski, Plumbing Manufacturers International Max Weiss, Weiss Research Robert Zimmerman, Kohler Co. vii IAPMO Green Technical Committee Task Groups Members continued Pipe Sizing Task Group Dan Cole, Task Group Staff Secretary IAPMO Steven Buchberger, PhD, P.E., University of Cincinnati Philip Campbell, UA Training Raman Chauhan, Chauhan Consulting Richard Dickerson, Murray Company William N. Erickson, CJ Erickson Plumbing Company Representing Mechanical Contractors Association of America Lawrence Galowin, National Institute of Standards and Technology Ron George, Ron George Design & Consulting Services Jason Hewitt, CB Engineers Peter Jahrling, Sloan Valve Company Brandt Junker, KLH Engineers, PSC Gary Klein, Affiliated International Management LLC John Koeller, P.E., Koeller and Company C.J. Lagan, American Standard Jim Lutz, Lawrence Berkeley National James Majerowicz, UA Local 130 Peter Mayer, Aquacraft Larry Oliver, LEED AP, Glumac Engineering Thomas Poerio, Univesco, LLC Sally Remedios, Delta Faucet Company Craig Selover, Masco Corporation Len Swatkowski, Plumbing Manufacturers International Ken Tomihiro, Canadian Institute of Plumbing and Heating April Trafton, Donald Dickerson Associates Tim Wolfe, BSA Life Structures Yanda Zhang, Ph.D., Heschong Mahone Group Plumbing Water Efficiency Task Group James Majerowicz, Task Group Chair UA Local 130 Philip Campbell, UA Training William N. Erickson, CJ Erickson Plumbing Company Representing Mechanical Contractors Association of America Fernando Fernandez, TOTO USA, Inc. Jim Galvin, Plumbing Manufacturers International Ron Grabski, One Source Manufacturer's Representatives, Inc. Charles Hernandez, Spears Manufacturing Charles Hettrick, Delta Faucet Company Herman (Bill) Hoffman, HW Hoffman & Associates Peter Jahrling, Sloan Valve Company Gary Klein, Affiliated International Management LLC John Koeller, P.E., Koeller and Company Jordan Krahenbuhl, Clark County Building Department C.J. Lagan, American Standard Lee Mercer, Moen, Inc. Thomas Pape, Alliance for Water Efficiency Shabbir Rawalpindiwala, Kohler Co. Sally Remedios, Delta Faucet Company Len Swatkowski, Plumbing Manufacturers International Jeff Waterman, Liberty Pumps Robert Zimmerman, Kohler Co. Pools, Spas, Fountains, and Decorative Water Features Task Group Herman (Bill) Hoffman, Task Group Chair HW Hoffman & Associates Nathan Coelho, Master Spas Carvin DiGiovanni, The Association of Pool & Spa Professionals Bruce Grogg, Pool Cover Specialists Jennifer Hatfield, J. Hatfield & Associates, PL Herman (Bill) Hoffman, HW Hoffman & Associates John Koeller, P.E., Koeller and Company Ron Lacher, Pool Engineering, Inc. James Majerowicz, UA Local 130 Mike McCague, Watkins Mfg. - Engineering viii Bill McDonnell, Metropolitan Water District Ray Mirzaei, Waterway Plastics Inc. Jeff Mitchell, Dynasty Pools Gary Ortiz, Hayward Pool Products Edward Osann, Natural Resources Defense Council Thomas Pape, Alliance for Water Efficiency Craig Selover, Masco Shajee Siddiqui, Zodiac Pool Systems, Inc. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT TABLE OF CONTENTS CHAPTER 1 101.0 101.1 101.2 101.3 101.4 101.5 101.6 101.7 102.0 102.1 103.0 103.1 103.2 104.0 104.1 104.2 105.0 105.1 106.0 106.1 106.2 106.3 107.0 107.1 107.2 ADMINISTRATION ......................1 Title, Scope, and General...................1 Title....................................................1 Purpose ..............................................1 Plans Required ...................................1 Scope..................................................1 Appendices ........................................1 Referenced Codes and Standards.......1 Conflicts.............................................2 Alternate Materials, Designs, and Methods of Construction Equivalency .......................................2 General...............................................2 Plans and Specifications ....................2 Submission.........................................2 Information on Plans and Specifications.....................................2 Permit Issuance..................................2 Issuance..............................................2 Permit Fees ........................................2 Inspections .........................................2 General...............................................2 Connection Approval .........................2 Connections ......................................2 Energy Connections ..........................2 Temporary Connections.....................2 Maintenance.......................................2 General...............................................2 Information Required.........................3 CHAPTER 2 201.0 202.0 DEFINITIONS ..............................5 General...............................................5 Definition of Terms............................5 CHAPTER 3 301.0 302.0 302.1 302.2 303.0 303.1 303.2 303.3 304.0 GENERAL REGULATIONS.........9 Scope..................................................9 Approval ............................................9 Plumbing Materials and Systems.......9 Mechanical Systems ..........................9 Installation .........................................9 Plumbing and Mechanical Systems ...9 Rehabilitation of Piping Systems.......9 Qualifications.....................................9 Disposal of Liquid Waste...................9 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 304.1 304.2 305.0 305.1 305.2 306.0 CHAPTER 4 401.0 401.1 402.0 402.1 402.2 402.3 402.4 402.5 402.6 402.7 402.8 402.9 402.10 402.11 403.0 403.1 403.2 404.0 404.1 405.0 405.1 405.2 405.3 406.0 406.1 406.2 407.0 Disposal .............................................9 Connections to Plumbing System Required.............................................9 Abandonment.....................................9 General...............................................9 Underground Tank .............................9 Life Cycle Assessment.......................9 WATER EFFICIENCY AND CONSERVATION .......................11 General.............................................11 Scope................................................11 Water-Conserving Plumbing Fixtures and Fittings ........................11 General.............................................11 Water Closets ...................................11 Urinals..............................................11 Residential Kitchen Faucets.............11 Lavatory Faucets..............................11 Showers............................................12 Commercial Pre-Rinse Spray Valves ....................................12 Emergency Safety Showers and Eye Wash Stations ...........................12 Drinking Fountains ..........................12 Water and Drain Pipe Sizing............12 Installation .......................................12 Appliances .......................................12 Dishwashers.....................................12 Clothes Washers...............................12 Pressure Regulator ...........................12 Installation .......................................12 Water Softeners and Treatment Devices ...........................12 Water Softeners................................12 Water Softener Limitations..............12 Point-of-Use Reverse Osmosis Water Treatment Systems ................12 Occupancy Specific Water Efficiency Requirements..................13 Commercial Food Service ...............13 Medical and Laboratory Facilities ...13 Leak Detection and Control.............13 ix 407.1 408.0 408.1 409.0 409.1 409.2 409.3 410.0 410.1 410.2 410.3 410.4 410.5 411.0 412.0 413.0 413.1 413.2 413.3 413.4 413.5 413.6 413.7 413.8 413.9 413.10 413.11 413.12 414.0 414.1 414.2 415.0 General.............................................13 Fountains and Other Water Features............................................13 Use of Alternate Water Source for Special Water Features.....................13 Meters ..............................................13 Required...........................................13 Consumption Data ...........................13 Access ..............................................13 HVAC Water Efficiency...................14 Once-Through Cooling....................14 Cooling Towers and Evaporative Coolers.............................................14 Cooling Tower Makeup Water.........14 Evaporative Cooler Water Use ........14 Use of Reclaimed (Recycled) and On-Site Treated Non-Potable Water for Cooling.......................................14 Condensate Recovery .....................14 Water-Powered Sump Pumps ..........14 Landscape Irrigation Systems..........14 General.............................................14 Backflow Protection ........................14 Use of Alterate Water Sources for Landscape Irrigation ........................15 Irrigation Control Systems...............15 Low Flow Irrigation.........................15 Mulched Planting Areas...................15 System Performance Requirements.15 Narrow or Irregularly Shaped Landscape Areas ......................................15 Sloped Areas ....................................15 Sprinkler Head Installations ............15 Irrigation Zone Performance Criteria .............................................15 Qualifications...................................16 Trap Seal Protection.........................16 Water Supplied Trap Primers...........16 Drainage Type Trap Seal Primer Devices ............................................16 Automated Vehicle Wash Facilities .16 501.3 501.4 501.5 501.6 501.7 Table 501.5 501.8 501.9 501.10 501.11 501.12 501.13 501.14 502.0 502.1 502.2 502.3 502.4 502.5 Table 502.4 502.6 502.7 502.8 502.9 502.10 Table 502.10 502.11 Table 502.11.1 Table 502.11.3 502.12 CHAPTER 5 501.0 501.1 501.2 x ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS.........................17 General.............................................17 Scope................................................17 System Design .................................17 502.13 502.14 502.15 503.0 Permit...............................................17 Component Identification ................17 Maintenance and Inspection ............17 Operation and Maintenance Manual .............................................17 Minimum Water Quality Requirements ...................................17 Minimum Alternate Water Source Testing, Inspection, and Maintenance Frequency...................18 Material Compatibility.....................18 System Controls...............................18 Commercial, Industrial, and Institutional Restroom Signs......................18 Inspection and Testing .....................18 Separation Requirements .................19 Abandonment...................................19 Sizing ...............................................20 Gray Water Systems.........................20 General.............................................20 Gray Water System ..........................20 Connections to Potable and Reclaimed (Recycled) Water Systems..................................20 Location ...........................................20 Plot Plan Submission .......................20 Location of Gray Water System.......20 Prohibited Location .........................20 Drawings and Specifications ...........20 Procedure for Estimating Gray Water Discharge...............................21 Gray Water System Components .....21 Subsurface Irrigation System Zones................................................22 Design of Six Typical Soils .............22 Subsurface and Subsoil Irrigation Field, and Mulch Basin Design and Construction..............................22 Subsurface Irrigation Design Criteria for Six Typical Soils ...........23 Subsoil Irrigation Field Construction.....................................23 Gray Water System Color and Marking Information .......................23 Special Provisions............................23 Testing..............................................24 Maintenance.....................................24 Reclaimed (Recycled) Water Systems ............................................24 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 503.1 503.2 503.3 503.4 503.5 503.6 503.7 503.8 503.9 503.10 503.11 504.0 504.1 504.2 504.3 504.4 504.5 504.6 504.7 504.8 504.9 504.10 504.11 504.12 505.0 505.1 505.2 505.3 505.4 505.5 505.6 505.7 General.............................................24 Permit...............................................24 System Changes...............................24 Connections to Potable or Reclaimed (Recycled) Water Systems ............................................24 Initial Cross-Connection Test ..........24 Reclaimed (Recycled) Water System Materials .............................24 Reclaimed (Recycled) Water System Color and Marking Information ......................................24 Valves...............................................24 Installation .......................................24 Signs ................................................25 Inspection and Testing .....................25 On-Site Treated Non-Potable Water Systems..................................25 General.............................................25 Plumbing Plan Submission ..............25 System Changes...............................25 Connections to Potable or Reclaimed (Recycled) Water Systems ............................................25 Initial Cross-Connection Test ..........25 On-Site Treated Non-Potable Water System Materials ...................25 On-Site Treated Non-Potable Water Devices and Systems.............25 On-Site Treated Non-Potable Water System Color and Marking Information ......................................25 Valves...............................................25 Design and Installation ....................25 Signs ................................................26 Inspection and Testing .....................26 Non-Potable Rainwater Catchment Systems ............................................26 General.............................................26 Plumbing Plan Submission ..............26 System Changes...............................26 Connections to Potable or Reclaimed (Recycled) Water Systems ............................................26 Initial Cross-Connection Test ..........26 Sizing ...............................................26 Rainwater Catchment System Materials ..........................................26 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 505.8 505.9 Table 505.9.5.4 505.10 505.11 CHAPTER 6 601.0 601.1 601.2 601.3 602.0 602.1 602.2 602.3 602.4 602.5 602.6 602.7 603.0 603.1 603.2 Table 602.7 Table 603.4.2 603.3 603.4 603.5 603.6 604.0 604.1 604.2 605.0 605.1 606.0 CHAPTER 7 701.0 701.1 Rainwater Catchment Water System Color and Marking Information ......................................26 Design and Installation ....................26 Minimum Water Quality ..................27 Signs ................................................28 Inspection and Testing .....................28 WATER HEATING DESIGN, EQUIPMENT, AND INSTALLATION .........................29 General.............................................29 Scope................................................29 Insulation .........................................29 Recirculation Systems .....................29 Service Hot Water – Low-Rise Residential Buildings.......................29 General.............................................29 Water Heaters and Storage Tanks ....29 Recirculation Systems .....................30 Central Water Heating Equipment ...30 Insulation .........................................30 Hard Water .......................................30 Maximum Volume of Hot Water......30 Service Hot Water – Other Than Low-Rise Residential Buildings ......30 General.............................................30 Service Water Heating .....................30 Water Volume for Distribution Piping Materials...............................30 Performance Requirements for Water Heating Equipment................31 Compliance Path(s)..........................32 Mandatory Provisions......................32 Prescriptive Path ..............................33 Submittals ........................................33 Solar Water Heating Systems ..........33 General.............................................33 Annual Inspection and Maintenance.....................................33 Hard Water ......................................33 Softening and Treatment..................33 Drain Water Heat Exchangers..........33 HEATING, VENTILATION, AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT - ENERGY EFFICIENCY . . . . . . . . . . . . . . .35 General . . . . . . . . . . . . . . . . . . . . . .35 Scope . . . . . . . . . . . . . . . . . . . . . . . .35 xi 702.0 Heating, Ventilation, and AirConditioning Low-Rise Residential Buildings..........................................35 702.1 General.............................................35 702.2 Heating, Ventilating, and AirConditioning Systems and Equipment........................................35 702.3 Balancing .........................................35 702.4 Ducts ................................................35 702.5 Insulation for Piping ........................35 702.6 Ventilation and Combustion Air ......35 702.7 Electric Heating Systems.................35 Table 702.5 Minimum Pipe Insulation Thickness .........................................36 Ventilation Air..................................36 Table 702.6.1 702.8 Bath Ceiling Units ...........................36 702.9 HVAC Equipment, Rated Combinations...................................36 Table 702.9 Minimum Requirements for Non-Federally Covered HVAC Equipment ............................37 702.10 Controls............................................37 702.11 Whole House Fans...........................37 702.12 Attic Fans.........................................37 702.13 Dampers...........................................37 703.0 Heating, Ventilation, and AirConditioning – Other Than Low-Rise Residential Buildings ......37 703.1 General.............................................37 703.2 Compliance Path(s)..........................38 703.3 Simplified Approach Option for HVAC Systems ................................38 Table 703.3.2 Eliminate Required Economizer By Increasing Cooling Efficiency....39 703.4 Mandatory Provisions......................39 Table 703.4.3.4.3 Maximum Damper Leakage ............43 Table 703.4.4.2(1) Minimum Duct Seal Level...............46 Table 703.4.4.2(2) Duct Seal Levels ..............................46 703.5 Prescriptive Path ..............................46 Table 703.5.1(1) Minimum Fan-Cooling Unit Size for Which An Economizer is Required for Comfort Cooling ........................47 Table 703.5.1(2) Minimum Fan-Cooling Unit Size for Which an Economizer is Required for Computer Rooms........................................47 Table 703.5.1.1.3(1) High-Limit Shutoff Control Options for Air Economizers ..............47 Table 703.5.1.1.3(2) High-Limit Shutoff Control Settings for Air Economizers..............48 Table 703.5.3.1.1(1) Fan Power Limitation ............................51 xii Table 703.5.3.1.1(2) Fan Power Limitation Pressure Drop Adjustment .....................................51 Table 703.5.4.5 Piping System Design Maximum Flow Rate in GPM ................................................53 Table 703.5.6.1 Energy Recovery Requirement.................54 Table 703.5.7.1.3 Maximum Net Exhaust Flow Rate, CFM Per Linear Foot of Hood Length...............55 Table 703.5.9 Hot Gas Bypass Limitation..............56 703.6 Alternative Compliance Path (Not Used)...........................................56 703.7 Submittals ...........................................56 703.8 Minimum Equipment Efficiency Tables ..................................................57 704.0 Solar Energy Systems.........................57 705.0 Geothermal Systems...........................57 705.1 General ................................................57 Table 703.8.1(1) Electronically Operated Unitary Air Conditioners and Condensing Units – Minimum Efficiency Requirements ............................................58 Table 703.8.1(2) Electronically Operated Unitary and Applied Heat Pumps – Minimum Efficiency Requirements ....................61 Table 703.8.1(3) Water Chilling Packages – Efficiency Requirements..................63 Table 703.8.1(4) Electronically Operated Packaged Terminal Air Conditioners, Packaged Terminal SinglePacked Vertical Air Conditioners, Single-Package Vertical Heat Pumps, Room Air Conditioners, and Room Air Conditioner Heat Pumps – Minimum Efficiency Requirements ...................................64 Table 703.8.1(5) Warm Air Furnaces and Combination Warm Air Furnaces/ Air-Conditioning Units, Warm Air Duct Furnaces, and Unit Heaters .....66 Table 703.8.1(6) Gas- and Oil-Fired Boilers, Minimum Efficiency Requirements..................67 Table 703.8.1(7) Performance Requirements for Heat Rejection Equipment...............68 Table 703.8.1(8) Heat Transfer Equipment....................69 Table 703.8.1(9) Electronically Operated Variable Refrigerant Flow Air Conditioners – Minimum Efficiency Requirements.69 Table 703.8.1(10) Electronically Operated Variable Refrigerant Flow Air-to-Air and Applied Heat Pumps – Minimum Efficiency Requirements..................70 Table 703.8.1(11) Air Conditioners and Condensing Units Serviing Computer Rooms.....72 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Table 703.8.2(1) Minimum Duct Insulation R-Value, Cooling and Heating Only Supply Ducts and Return Ducts......................73 Table 703.8.2(2) Minimum Duct Insulation R-Value, Combined Heating and Cooling Supply Ducts and Return Ducts .........74 Table 703.8.3A Minimum Pipe Insulation Thickness Heating and Hot Water Systems ...............................................75 Table 703.8.3B Minimum Pipe Insulation Thickness Cooling Systems (Chilled Water, Brine, and Refrigerant) ..................................76 CHAPTER 8 801.0 801.1 802.0 802.1 803.0 803.1 INDOOR ENVIRONMENT . . . . .77 General.............................................77 Scope................................................77 Fireplaces.........................................77 Requirements ...................................77 Pollutant Control..............................77 Indoor Air Quality During Construction.....................................77 803.2 Isolation of Pollutant Sources..........77 803.3 Filters ...............................................77 803.4 Ozone Depletion and Global Warming Reductions........................78 804.0 Indoor Moisture Control ..................78 804.1 Rainwater Control............................78 805.0 Indoor Air Quality for Low-Rise Residential Buildings.......................78 805.1 General.............................................78 Table 805.1.3.1 Ventilation Air Requirements ..........79 Table 805.1.3.1.1 Ventilation Effectiveness for Intermittent Fans..............................79 805.2 Bathroom Exhaust Fans...................80 805.3 Filters ...............................................80 806.0 Indoor Air Quality for Other than Low-Rise Residential Buildings ......80 806.1 Minimum Indoor Air Quality...........80 807.0 Environmental Comfort ...................80 807.1 Thermal Comfort Controls ..............80 807.2 Heating and Air-Conditioning System Design ..............................................80 808.0 Low VOC Solvent Cement and Primer........................................80 808.1 General.............................................80 CHAPTER 9 901.0 901.1 902.0 902.1 CHAPTER 10 1001.0 1001.1 1001.2 1001.3 1001.4 CHAPTER 11 1101.0 1101.1 Table 1101.1 Qualifications...................................81 General.............................................81 SWIMMING POOLS, SPAS, AND HOT TUBS ........................83 General.............................................83 Practices...........................................83 On and Off Switch ...........................83 Covers ..............................................83 Time Switches..................................83 REFERENCED STANDARDS ...85 General.............................................85 Standards..........................................85 Referenced Standards ......................85 APPENDICES TABLE OF CONTENTS...................91 Appendix A Method of Calculating Water Savings ..................................93 Appendix B Potable Rainwater Catchment Systems ............................................97 Appendix C Heating, Ventilation, AirConditioning Systems Commissioning ..............................101 INDEX .................................................151 INSTALLER QUALIFICATIONS.....................81 General.............................................81 Scope................................................81 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT xiii xiv GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 1 ADMINISTRATION 101.0 Title, Scope, and General. 101.1 Title. This document shall be known as the “IAPMO Green Plumbing and Mechanical Code Supplement,” shall be cited as such, and will be referred to herein as “this supplement.” 101.2 Purpose. The purpose of this supplement is to provide a comprehensive set of technically sound provisions that encourage sustainable practices and works towards enhancing the design and construction of plumbing and mechanical systems that result in a positive long-term environmental impact. This supplement is not intended to circumvent the health, safety and general welfare requirements of the codes referenced in Section 101.6. 101.3 Plans Required. The Authority Having Jurisdiction shall be permitted to require the submission of plans, specifications, drawings, and such other information as the Authority Having Jurisdiction may deem necessary, prior to the commencement of, and at any time during the progress of, any work regulated by this supplement. 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 supplement or of any other pertinent ordinance or from revoking any certificate of approval when issued in error. 101.4 Scope. The provisions of this supplement applies to the erection, installation, alteration, repair, relocation, replacement, addition to, use, or maintenance of plumbing and mechanical systems covered by the scope of this supplement within this jurisdiction. 101.4.1 Repairs and Alterations. In existing buildings or premises in which plumbing and mechanical installations that were designed and installed in accordance with this supplement are to be altered, repaired, or renovated, deviations from the provisions of this supplement are permitted, provided such deviations are found to be necessary and are first approved by the Authority Having Jurisdiction. 101.4.2 Existing Construction. No provision of this supplement shall be deemed to require a change in any portion of a plumbing or mechanical system or any other work regulated by this supplement 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 supplement, except when any such plumbing or mechanical system is determined by the Authority Having Jurisdiction to be in fact dangerous, unsafe, insanitary, a nuisance or a menace to life, health, or property. 101.5 Appendices. The provisions in the appendices are intended to augment the requirements of this supplement and GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT shall not be considered part of this supplement unless formally adopted as such. 101.6 Referenced Codes and Standards. The codes and standards referenced elsewhere in this supplement shall be considered part of the requirements of this supplement to the prescribed extent of each such reference. 101.6.1 Building. The provisions of the building code shall apply to the construction, alteration, movement, enlargement, replacement, repair, use and occupancy, location, maintenance, removal and demolition of every structure or any appurtenances connected or attached to such buildings or structures. 101.6.2 Electrical. The provisions of the electrical code shall apply to the installation of electrical systems, including but not limited to, alterations, repair, replacement, equipment, appliances, fixtures, fittings, and appurtenances thereto. 101.6.3 Mechanical. The provisions of the mechanical code shall apply to the installation, alterations, repair and replacement of mechanical systems, including equipment, appliances, including ventilating, heating, cooling, air-conditioning and refrigeration systems. Where a mechanical code is not adopted or where the content of the mechanical code adopted by the jurisdiction is not applicable, then mechanical code shall mean the Uniform Mechanical Code (UMC) promulgated by the International Association of Plumbing and Mechanical Officials (IAPMO). 101.6.4 Plumbing. The provisions of the plumbing code shall apply to the installation, alteration, repair and replacement of plumbing systems, including equipment, appliances, fixtures, fittings and appurtenances. Where a plumbing code is not adopted or where the content of the plumbing code adopted by the jurisdiction is not applicable, then plumbing code shall mean the Uniform Plumbing Code (UPC) promulgated by the International Association of Plumbing and Mechanical Officials (IAPMO). 101.6.5 Solar. Solar energy systems shall be installed in accordance with the Uniform Solar Energy Code (USEC) promulgated by the International Association of Plumbing and Mechanical Officials (IAPMO). 101.6.6 Swimming Pool. The provisions of the swimming pool code shall apply to the erection, installation, alteration, repair, relocation, replacement, addition to, use and maintenance of swimming pools, spas, or hot tub systems. Where a swimming pool code is not adopted or where the content of the swimming pool code adopted by the jurisdiction is not applicable, then swimming pool code shall mean the Uniform Swimming Pool, Spa & Hot Tub Code (USPSHTC) promulgated by the International Association of Plumbing and Mechanical Officials (IAPMO). 1 ADMINISTRATION 101.7 Conflicts. Where, in any specific case, different sections of this supplement or referenced standards specify different materials, methods of construction, or other requirements, the most restrictive shall govern as determined by the Authority Having Jurisdiction. When there is a conflict between a general requirement and a specific requirement, the specific requirement shall be applicable. [UMC:101.3.1] 102.0 Alternate Materials, Designs, and Methods of Construction Equivalency. 102.1 General. Nothing in this supplement 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 supplement. 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. 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, intent or both of this supplement for any purpose other than that granted by the Authority Having Jurisdiction when the submitted data does not prove equivalency. [UPC:301.2] 103.0 Plans and Specifications. 103.1 Submission. Plans, engineering calculations, diagrams, and other data shall be submitted in one 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 or architect licensed by the state to practice as such. [UPC:103.2.1] 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 this supplement. 103.2 Information on Plans and Specifications. Plans and specifications shall be drawn to scale upon substantial paper or cloth and shall indicate the location, nature, and extent of the work proposed and show in detail that it is in accordance with to the provisions of this supplement and relevant laws, ordinances, rules, and regulations. [UPC:103.2.2] 103.2.1 Supplemental Information. Supplemental information necessary to verify compliance with this supplement, such as calculations, worksheets, compliance forms, product listings, or other data, shall be made available when required by the Authority Having Jurisdiction. 104.0 Permit Issuance. 2 104.1 Issuance. The application, plans, and specifications and other data filed 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. Where the Authority Having Jurisdiction finds that the work described in an application for permit and the plans, specifications, and other data filed therewith are in accordance with the requirements of the supplement and other pertinent laws and ordinances, and that the applicable fees have been paid, the Authority Having Jurisdiction shall issue a permit therefore to the applicant. Where 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 the work shall be done in accordance with approved plans. [UPC:103.3] 104.2 Permit Fees. The fees shall be determined and adopted by the Authority Having Jurisdiction. 105.0 Inspections. 105.1 General. Plumbing and mechanical systems for which a permit is required by this supplement or the applicable code shall be inspected by the Authority Having Jurisdiction. No portion of any plumbing or mechanical 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 or mechanical system is complete, an additional and final inspection shall be made. 106.0 Connection Approval. 106.1 Connections. No person shall make connection to any plumbing system regulated by this supplement for which a permit is required unless approved by the Authority Having Jurisdiction. 106.2 Energy Connections. No person shall make connections from a source of energy or fuel to any system or equipment regulated by this supplement and for which a permit is required until approved by the Authority Having Jurisdiction. 106.3 Temporary Connections. The Authority Having Jurisdiction shall be permitted to authorize temporary connection of the plumbing or mechanical equipment to the source of energy or fuel for the purpose of testing the equipment. 107.0 Maintenance. 107.1 General. Plumbing and mechanical systems, materials, and appurtenances, both existing and new, and parts thereof shall be maintained in proper operating condition in GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ADMINISTRATION accordance with the original design and in a safe and hazardfree condition. Devices or safeguards that are required by this supplement shall be maintained in conformance with the supplement edition under which installed. The owner or the owner’s designated agent shall be responsible for maintenance of plumbing and mechanical systems and equipment. To determine compliance with this subsection, the Authority Having Jurisdiction shall be permitted to cause a plumbing or mechanical system or equipment to be reinspected. 107.2 Information Required. Information, such as manufacturer’s instructions, owner’s manuals or other information shall be provided for all products and systems that require regular maintenance to achieve the effective use of energy and water. A maintenance schedule that includes clear instructions of the maintenance action and makes reference to the owner’s manual shall be required and made available. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 3 4 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 2 DEFINITIONS 201.0 General. For the purpose of this supplement, 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 supplement 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– 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. [UPC:203.0] Alternate Water Source. Non-potable source of water that includes but not limited to gray water, on-site treated nonpotable water, rainwater, and reclaimed (recycled) water. 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. [UPC:203.0] 204.0 –B– Building Code. The building code that is adopted by the jurisdiction. 205.0 –C– Catch Can Test. Method to measure the precipitation rate of an irrigation system by placing catchment containers at various random positions in the irrigation zone for a prescribed amount of time during irrigation application. The volumes of water in the containers are measured, averaged and calculated to determine precipitation rate. Tests are conducted using irrigation industry accepted practices. Combination Ovens. A device that combines the function of hot air convection (oven mode) and saturated and superheated steam heating (steam mode), or both, to perform steaming, baking, roasting, rethermalizing, and proofing of various food products. In general, the term combination oven GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT is used to describe this type of equipment, which is self contained. The combination oven is also referred to as a combination oven/steamer, combi or combo. Conditioned Space. An area, room, or space normally occupied and being heated or cooled for human habitation by any equipment. [UMC:205.0] Cycles of Concentration for Cooling Towers. Cycles of concentration equals the specific conductance of the water in the cooling tower basin divided by the combined flow weighted average specific conductance of the makeup water(s) to the cooling tower. 206.0 –D– Debris Excluder. A device installed on the rainwater catchment conveyance system to prevent the accumulation of leaves, needles, or other debris in the system. Dry Weather Runoff. Water that flows along a surface, in a channel or sub-surface including groundwater seepage, and is not associated with a rainwater catchment system or stormwater catchment system. 207.0 –E– Electrical Code. The electrical code that is adopted by the jurisdiction. Energy Efficiency Ratio (EER). The ratio of net cooling capacity in British thermal units per hour (Btu/h) to total rate of electric input in watts under designated operating conditions. Energy Star. A joint program of the U.S. Environmental Protection Agency and the U.S. Department of Energy. Energy Star is a voluntary program designed to identify and promote energy-efficient products and practices. Evapotranspiration (ET). The combination of water transpired from vegetation and evaporated from the soil, water, and plant surfaces. Evapotranspiration rates are expressed in inches per day, week, month, or year. Evapotranspiration varies by climate and time of year. Common usage includes Evapotranspiration as the base rate (water demand of 4-6 inch tall cool season grass), with coefficients for specific plant types. Evapotranspiration rates are used as a factor in estimating the irrigation water needs of landscapes. Local agriculture extension, state departments of agriculture, water agencies, irrigation professionals, and internet websites are common sources for obtaining local Evapotranspiration rates. 208.0 –F– Food Steamers (Steam Cookers). A cooking appliance wherein heat is imparted to food in a closed compartment by direct contact with steam. The compartment can be at or above atmospheric pressure. The steam can be static or circulated. 5 DEFINITIONS –G– 209.0 Gang Showers (non-residential). Shower compartments designed and intended for use by multiple persons simultaneously in non-residential occupancies. Geothermal. Renewable energy generated by deep-earth. Gray Water. Untreated waste water that has not come into contact with toilet waste, kitchen sink waste, dishwasher waste or similarly contaminated sources. Gray water includes waste water from bathtubs, showers, lavatories, clothes washers and laundry tubs. Also known as grey water, graywater, and greywater. Gray Water Diverter Valve. A valve that directs gray water to the sanitary drainage system or to a subsurface irrigation system. 210.0 –H– Heating Seasonal Performance Factor (HSPF). The total heating output of a heat pump during its normal annual usage period for heating (in Btu) divided by the total electric energy input during the same period. Hydrozone. A grouping of plants with similar water requirements that are irrigated by the same irrigation zone. 211.0 –I– Integrated Energy Efficiency Ratio (IEER). A single number figure of merit expressing cooling part-load EER efficiency for commercial unitary air-conditioning and heat pump equipment on the basis of weighted operation at various load capacities for the equipment. Integrated Part-Load Value (IPLV). A single-number figure of merit based on part-load EER, COP, or kW/ton expressing part-load efficiency for air-conditioning and heat pump equipment on the basis of weighted operation at various load capacities for the equipment. Irrigation Demand. The amount of irrigation water not supplied by natural precipitation that is needed to maintain landscape plant life in good condition. Irrigation demand is calculated by subtracting natural effective precipitation from the ET rate adjusted by the crop coefficient of the plant being irrigated. Irrigation Emission Device. The various landscape irrigation equipment terminal fittings or outlets that emit water for irrigating vegetation in a landscape. Irrigation Zone. The landscape area that is irrigated by a set of landscape irrigation emission devices installed on the same water supply line downstream of a single valve. 212.0 No Definitions. –J– 213.0 –K– Kitchen and Bar Sink Faucets. A faucet that discharges into a kitchen or bar sink in domestic or commercial installations. Supply fittings that discharge into other type 6 sinks, including clinic sinks, floor sinks, service sinks and laundry trays are not included. 214.0 –L– Lavatory. 1) a basin or vessel, for washing. 2) a plumbing fixture, as above, especially placed for use in personal hygiene. Principally not used for laundry purposes and never used for food preparation, or utensils, in food services. 3) a fixture designed for the washing of the hands and face. Sometimes called a wash basin. Lavatory Faucet. A faucet that discharges into a lavatory basin in a domestic or commercial installation. 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. [UPC:214.0] 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. [UPC:214.0] Low Application Rate Irrigation. A means of irrigation using Low Precipitation Rate Sprinkler Heads or Low Flow Emitters in conjunction with cycling irrigation schedules to apply water at a rate less than the soil absorption rate. Low Flow Emitter. Low flow irrigation emission device designed to dissipate water pressure and discharge a small uniform flow or trickle of water at a constant flow rate. To be classified as a Low Flow Emitter: drip emitters shall discharge water at less than 4 gallons (15 L) per hour per emitter; micro-spray, micro-jet and misters shall discharge water at a maximum of 30 gallons (113 L) per hour per nozzle. Low Precipitation Rate Sprinkler Heads. Landscape irrigation emission devices or sprinkler heads with maximum precipitation rate of 1 inch per hour over the applied irrigation area. 215.0 –M– Maintenance. The upkeep of property or equipment by the owner of the property in compliance with the requirements of this supplement. Mechanical Code. The mechanical code that is adopted by the jurisdiction. Where a mechanical code is not adopted or where the content of the mechanical code adopted by the jurisdiction is not applicable, then mechanical code shall mean the Uniform Mechanical Code (UMC) promulgated by GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT DEFINITIONS the International Association of Plumbing and Mechanical Officials (IAPMO). Metering Faucet. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. Minimum Efficiency Reporting Value (MERV). Filter minimum efficiency reporting value, based on ASHRAE 52.2. Mulch. Organic materials, such as wood chips and fines, tree bark chips, and pine needles that are used in a mulch basin to conceal gray water outlets and permit the infiltration of gray water. Mulch Basin. A subsurface catchment area for gray water that is filled with mulch and of sufficient depth and volume to prevent ponding, surfacing or runoff. Multi-Occupant Spaces. Indoor spaces used for presentations and training, including classrooms and conference rooms. 216.0 No Definitions. –N– 217.0 –O– On-Site Treated Non-Potable Water. Non-potable water, that has been collected, treated, and intended to be used onsite and is suitable for direct beneficial use. Sources for onsite treated non-potable water include but are not limited to gray water; black water; rainwater; stormwater; reclaimed (recycled) water; swimming pool backwash; condensate; cooling tower blow-down water; foundation drainage; fluid cooler discharge water; food steamer discharge water; combination oven discharge water; industrial process water; fire pump test water and dry weather runoff. 218.0 –P– Plumbing Code. The plumbing code that is adopted by the jurisdiction. Where a plumbing code is not adopted or where the content of the plumbing code adopted by the jurisdiction is not applicable, then plumbing code shall mean the Uniform Plumbing Code (UPC) promulgated by the International Association of Plumbing and Mechanical Officials (IAPMO). Potable Water. Water that is satisfactory for drinking, culinary, and domestic purposes and that meets the requirements of the Health Authority Having Jurisdiction. Precipitation Rate. The sprinkler head application rate of water applied to landscape irrigation zone, measured as inches (millimeters) per hour. Precipitation rates of sprinkler heads are calculated according to the flow rate, pattern and spacing of the sprinkler heads. Pre-Rinse Spray Valve. A handheld device for use with commercial dishwashing and ware washing equipment that sprays water on dishes, flatware, and other food service items for the purpose of removing food residue before cleaning and sanitizing the items. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 219.0 –Q– Quick-Disconnect Device. A hand-operated device that provides a means for connecting and disconnecting a hose to a water supply and that is equipped with a means to shut off the water supply when the device is disconnected. 220.0 –R– Rainwater. Natural precipitation that has contacted a rooftop or other man-made above ground surface and has not been put to beneficial use. Rainwater Catchment System. A system that collects and stores rainwater for the intended purpose of beneficial use. Also known as Rain Water Harvesting System. Recirculation System. A system of hot water supply and return piping with shutoff valves, balancing valves, circulating pumps, and a method of controlling the circulating system. Reclaimed (Recycled) Water. Non-potable water provided by a water/wastewater utility that, as a result of treatment of domestic wastewater, meets requirements of the Authority Having Jurisdiction for its intended uses. Roof Washer. A device or method for removal of sediment and debris from a collection surface by diverting initial rainfall from entry into the cistern(s). Also known as a first flush device. Run Out. The developed length of pipe that extends away from the circulating loop system to a fixture(s). –S– 221.0 Seasonal Energy Efficiency Ratio (SEER). The total cooling output of an air conditioner during its normal annual usage period for cooling (in Btu) divided by the total electric energy input during the same period (in Wh). Self Closing Faucet. A faucet that closes itself after the actuation or control mechanism is deactivated. The actuation or control mechanism can be mechanical or electronic. Single Occupant Spaces. Private offices, workstations in open offices, reception workstations, and ticket booths. Soil Absorption Rate. The rate of the soil’s ability to allow water to percolate or infiltrate the soil and be retained in the root zone of the soil, expressed as inches (millimeters) per hour. Sprinkler Head. Landscape irrigation emission device discharging water in the form of sprays or rotating streams, not including Low Flow Emitters. Storage Tank. The central component of the rainwater, stormwater or dry weather runoff catchment system. Also known as a cistern or rain barrel. Stormwater. Natural precipitation that has contacted a surface at grade or below grade and has not been put to beneficial use. Stormwater Catchment System. A system that collects and stores stormwater for a beneficial use. Submeter. A meter installed subordinate to a site meter. Also known as a dedicated meter. 7 DEFINITIONS Subsoil Irrigation Field. Gray water irrigation field installed in a trench within the layer of soil below the topsoil. This system is typically used for irrigation of deep rooted plants. Subsurface Irrigation Field. Gray water irrigation field installed below finished grade within the topsoil. Surge Tank. A reservoir to modify the fluctuation in flow rates to allow for uniform distribution of gray water to the points of irrigation. 222.0 No definitions. –T– 223.0 No definitions. –U– 224.0 No definitions. –V– 225.0 –W– WaterSense. A voluntary program of the U.S. Environmental Protection Agency designed to identify and promote water-efficient products and practices. Water Closet. A fixture with a water-containing receptor that receives liquid and solid body waste and on actuation conveys the waste through an exposed integral trap into a drainage system. Also referred to as a toilet. Water Factor (WF). A measurement and rating of appliance water efficiency, most often used for residential and light commercial clothes washers, as follows: Clothes Washer (residential and commercial). The quantity of water in gallons used to complete a full wash and rinse cycle per measured cubic foot capacity of the clothes container. Water/Wastewater Utility. A public or private entity which may treat, deliver or do both functions to reclaimed (recycled) water, potable water, or both to wholesale or retail customers. 226.0 No definitions. –X– 227.0 No definitions. –Y– 228.0 No definitions. –Z– 8 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 3 GENERAL REGULATIONS 301.0 Scope. This chapter covers the general requirements for plumbing and mechanical systems covered by this supplement. Such systems shall be in accordance with the requirements of this supplement, the plumbing code and the mechanical code. 302.0 Approval. 302.1 Plumbing Materials and Systems. 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 comply to approved applicable recognized standards referenced in this supplement and the plumbing code, and shall be free from defects. Plastic pipe and the fittings used for plastic pipe, other than those for gas, shall meet the requirements of NSF 14. Unless otherwise provided for in this supplement, 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. [UPC:301.1] 302.2 Mechanical Systems. Mechanical equipment and appliances shall be approved by the Authority Having Jurisdiction or comply with the applicable nationally referenced standards as evidenced by the listing and label of an approved agency. 304.2 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 the plumbing code and this supplement. 305.0 Abandonment. 305.1 General. Every abandoned system or part thereof covered under the scope of this supplement shall be disconnected from any remaining systems, drained, plugged, and capped in an approved manner. 305.2 Underground Tank. Every underground water storage tank that has been abandoned or otherwise discontinued from use in a system covered under the scope of this supplement shall be completely drained and filled with earth, sand, gravel, concrete, or other approved material or removed in a manner satisfactory to the Authority Having Jurisdiction. 306.0 Life Cycle Assessment. Reserved. 303.0 Installation. 303.1 Plumbing and Mechanical Systems. Plumbing and mechanical systems covered by this supplement shall be installed in a manner conforming to the plumbing, mechanical, other applicable codes, and the manufacturer’s installation and operating instructions. 303.2 Rehabilitation of Piping Systems. When pressure piping systems are rehabilitated using an epoxy lining system it shall meet ASTM F2831. 303.3 Qualifications. Where permits are required, the Authority Having Jurisdiction shall have the authority to require contractors, installers, or service technicians to demonstrate competency. Where determined by the Authority Having Jurisdiction, the contractor, installer or service technician shall be licensed to perform such work. 304.0 Disposal of Liquid Waste. 304.1 Disposal. 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 the plumbing code and this supplement. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 9 10 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 4 WATER EFFICIENCY AND CONSERVATION 401.0 General. 401.1 Scope. The provisions of this chapter establish the means of conserving potable and non-potable water used in and around a building. 402.0 Water-Conserving Plumbing Fixtures and Fittings. 402.1 General. The maximum water consumption of fixtures and fixture fittings shall comply with the flow rates specifiied in Table 402.1 and Section 402.2 through Section 402.9. 402.2 Water Closets. No water closet shall have a flush volume exceeding 1.6 gallons per flush (gpf) (6.1 Lpf). 402.2.1 Gravity, Pressure Assisted and ElectroHydraulic Tank Type Water Closets. Gravity, pressure assisted, and electro-hydraulic tank type water closets shall have a maximum effective flush volume of not more than 1.28 gallons (4.84 L) of water per flush in TABLE 402.1 MAXIMUM FIXTURE AND FIXTURE FITTINGS FLOW RATES FIXTURE TYPE FLOW RATE Showerheads 2.0 gpm @ 80 psi1 Kitchen faucets residential5 1.8 gpm @ 60 psi Lavatory faucets residential 1.5 gpm @ 60 psi Lavatory faucets other than residential 0.5 gpm @ 60 psi Metering faucets 0.25 gallons/cycle Metering faucets for wash fountains 0.25 [rim space (in.)/20 gpm @ 60 psi] Wash fountains 2.2 [rim space (in.)/20 gpm @ 60 psi] Water Closets - other than remote locations4 1.28 gallons/flush2 Water Closets - remote locations4 1.6 gallons/flush Urinals 0.5 gallons/flush3 Commercial Pre-Rinse Spray Valves 1.3 gpm @ 60 psi For multiple showerheads serving one shower compartment see Section 402.6.2 2 Shall also be listed to EPA WaterSense Tank-Type High Efficiency Toilet Specification. 3 Shall also be listed to EPA WaterSense Flushing Urinal Specification. Nonwater urinals shall meet the specifications listed in Section 402.3.1. 4 Remote location is where a water closet is located at least 30 feet upstream of the nearest drain line connections or fixtures, and is located where less than 1.5 drainage fixture units are upstream of the water closet’s drain line connection. 5 See Section 402.4. 1 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT accordance with ASME A112.19.2/CSA B45.1 or ASME A112.19.14 and shall also be listed to the EPA WaterSense Tank-Type High Efficiency Toilet Specification. The effective flush volume for dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 402.2.2 Flushometer-Valve Activated Water Closets. Flushometer-valve activated water closets shall have a maximum flush volume of not more than 1.6 gallons (6.1 L) of water per flush in accordance with ASME A112.19.2/CSA B45.1. 402.2.3 Composting Toilets. Reserved. 402.3 Urinals. Urinals shall have a maximum flush volume of not more than 0.5 gallon (1.9 L) of water per flush in accordance with ASME A112.19.2/CSA B45.1 or IAPMO Z124.9. Flushing urinals shall be listed to the EPA WaterSense Flushing Urinal Specification. 402.3.1 Nonwater Urinals. Nonwater urinals shall comply with ASME A112.19.3/CSA B45.4, ASME A112.19.19/CSA B45.4 or IAPMO Z124.9. 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 roughed-in to the urinal location at a height not less than 56 inches (1422 mm) above finished floor to allow for the installation of an approved backflow prevention device in the event of a retrofit. Such water distribution lines shall be installed with shutoff valves located as close as possible to the distributing main to prevent the creation of dead ends. Where nonwater urinals are installed, not less than one water supplied fixture rated at not less than 1 drainage fixture unit (DFU) shall be installed upstream on the same drain line to facilitate drain line flow and rinsing. 402.4 Residential Kitchen Faucets. The maximum flow rate of residential kitchen faucets shall not exceed 1.8 gallons per minute (gpm) (0.11 L/s) at 60 pounds-force per square inch (psi) (414 kPa). Kitchen faucets are permitted to temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm (0.77 L/s) at 60 psi ( 414 kPa), and must revert to a maximum flow rate of 1.8 gpm (0.11 L/s) at 60 psi (414 kPa) upon valve closure. 402.5 Lavatory Faucets. The maximum water flow rate of faucets shall be in accordance with Section 402.5.1 and Section 402.5.2. 402.5.1 Lavatory Faucets in Residences, Apartments, and Private Bathrooms in Lodging Facilities, Hospitals, and Patient Care Facilities. The flow rate for lavatory faucets installed in residences, apartments, and private bathrooms in lodging, hospitals, and patient care facilities (including skilled nursing and long-term care facilities) shall not exceed 1.5 gpm (0.09 11 WATER EFFICIENCY AND CONSERVATION L/s) at 60 psi (414 kPa) in accordance with ASME A112.18.1/CSA B125.1 and shall be listed to the U.S. EPA WaterSense High-Efficiency Lavatory Faucet Specification. 402.5.2 Lavatory Faucets in Other Than Residences, Apartments, and Private Bathrooms in Lodging Facilities. Lavatory faucets installed in bathrooms of buildings or occupancies other than those specified in Section 402.5.1 shall be in accordance with Section 402.5.2.1 or Section 402.5.2.2. 402.5.2.1 Maximum Flow Rate. The flow rate shall not exceed 0.5 gpm (0.03 L/s) at 60 psi (414 kPa) in accordance with ASME A112.18.1/CSA B125.1. 402.5.2.2 Metering Faucets. Metering faucets shall deliver not more than 0.25 gallons (0.95 L) of water per cycle. 402.6 Showers. 402.6.1 Showerheads. Showerheads shall comply with the requirements of the Energy Policy Act of 1992, except that the flow rate shall not exceed 2.0 gpm (0.13 L/s) at 80 psi (552 kPa), when listed to ASME A112.18.1/CSA B125.1. 402.6.2 Multiple Showerheads Serving One Shower Compartment. The total allowable flow rate of water from multiple showerheads flowing at any given time, with or without a diverter, including rain systems, waterfalls, bodysprays, and jets, shall not exceed 2.0 gpm (0.13 L/s) per shower compartment, where the floor area of the shower compartment is less than 1800 square inches (1.161 m2). For each increment of 1800 square inches (1.161 m2) of floor area thereafter or part thereof, additional showerheads are allowed, provided the total flow rate of water from all flowing devices shall not exceed 2.0 gpm (0.13 L/s) for each such increment. Exceptions: (1) Gang showers in non-residential occupancies. Singular showerheads or multiple shower outlets serving one showering position in gang showers shall not have more than 2.0 gpm (0.13 L/s) total flow. (2) Where provided, accessible shower compartments shall not be permitted to have more than 4.0 gpm (0.25 L/s) total flow, where one outlet is the hand shower. The hand shower shall have a control with a nonpositive shutoff feature. 402.6.3 Bath and Shower Diverters. The rate of leakage out of the tub spout of bath and shower diverters while operating in the shower mode shall not exceed 0.1 gpm (0.006 L/s) in accordance with ASME A112.18.1/CSA B125.1. 402.6.4 Shower Valves. Shower valves shall meet the temperature control performance requirements of ASSE 1016 or ASME A112.18.1/CSA B125.1 when tested at 2.0 gpm (0.13 L/s). 402.7 Commercial Pre-Rinse Spray Valves. The flow rate for a pre-rinse spray valve installed in a commercial 12 kitchen to remove food waste from cookware and dishes prior to cleaning shall not be more than 1.3 gpm (0.08 L/s) at 60 psi (414 kPa). Where pre-rinse spray valves with maximum flow rates of 1.0 gpm (0.06 L/s) or less are installed, the static pressure shall be not less than 30 psi (207 kPa). Commercial kitchen pre-rinse spray valves shall be equipped with an integral automatic shutoff. 402.8 Emergency Safety Showers and Eye Wash Stations. Emergency safety showers and emergency eye wash stations shall not be limited in their water supply flow rates. 402.9 Drinking Fountains. Drinking fountains shall be self-closing. 402.10 Water and Drain Pipe Sizing. Reserved 402.11 Installation. Water-conserving fixtures and fixture fittings shall be installed in accordance with the manufacturers’ instructions to maintain their rated performance. 403.0 Appliances. 403.1 Dishwashers. Residential and commercial dishwashers shall be in accordance with the Energy Star program requirements. 403.2 Clothes Washers. Residential clothes washers shall be in accordance with the Energy Star program requirements. Commercial clothes washers shall be in accordance with Energy Star program requirements, where such requirements exist. 404.0 Pressure Regulator. 404.1 Installation. Pressure regulators shall be installed in accordance with the plumbing code. 405.0 Water Softeners and Treatment Devices. 405.1 Water Softeners. Actuation of regeneration of water softeners shall be by demand initiation. Water softeners shall be listed to NSF/ANSI Standard 44. Water softeners shall have a rated salt efficiency exceeding 3400 grains (gr) (0.2200 kg) of total hardness exchange per pound (lb) (0.5 kg) of salt, based on sodium chloride (NaCl) equivalency, and shall not generate more than 5 gallons (19 L) of water per 1000 grains (0.0647 kg) of hardness removed during the service cycle. 405.2 Water Softener Limitations. In residential buildings, where the supplied potable water hardness is equal to or less than 8 grains per gallon (gr/gal) (137 mg/L) measured as total calcium carbonate equivalents, water softening equipment that discharges water into the wastewater system during the service cycle shall not be allowed, except as required for medical purposes. 405.3 Point-of-Use Reverse Osmosis Water Treatment Systems. Reverse osmosis water treatment systems installed in residential occupancies shall be equipped with automatic shutoff valves to prevent discharge when there is no call for producing treated water. Reverse osmosis water treatment systems shall be listed to meet NSF/ANSI Standard 58. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT WATER EFFICIENCY AND CONSERVATION 406.0 Occupancy Specific Water Efficiency Requirements. 406.1 Commercial Food Service. 406.1.1 Ice Makers. Ice makers shall be air cooled and shall be in accordance with Energy Star for commercial ice machines. 406.1.2 Food Steamers. All steamers shall consume not more than 5.0 gallons (19 L) per hour per steamer pan in the full operational mode. 406.1.3 Combination Ovens. Combination ovens shall not consume more than 3.5 gph (13 L/h) per pan in the full operational mode. 406.1.4 Grease Interceptors. Grease interceptor maintenance procedures shall not include postpumping/cleaning refill using potable water. Refill shall be by connected appliance accumulated discharge only. 406.1.5 Dipper Well Faucets. Where dipper wells are installed, the water supply to a dipper well shall have a shutoff valve and flow control. The flow of water into a dipper well shall be limited by at least one of the following methods: (1) Maximum Continuous Flow. Water flow shall not exceed the water capacity of the dipper well in one minute at supply pressure of 60 psi (414 kPa), and the maximum flow shall not exceed 2.2 gpm (0.14 L/s) at a supply pressure of 60 psi (414 kPa). The water capacity of a dipper well shall be the maximum amount of water that the fixture can hold before water flows into the drain. (2) Metered Flow. The volume of water dispensed into a dipper well in each activation cycle of a self closing fixture fitting shall not exceed the water capacity of the dipper well, and the maximum flow shall not exceed 2.2 gpm (0.14 L/s) at a supply pressure of 60 psi (414 kPa). 406.2 Medical and Laboratory Facilities. 406.2.1 Steam Sterilizers. Controls shall be installed to limit the discharge temperature of condensate or water from steam sterilizers to 140°F (60°C) or less. Venturitype vacuum system shall not be utilized with vacuum sterilizers. 406.2.2 X-Ray Film Processing Units. Processors for X-ray film exceeding 6 inches (152 mm) in any dimension shall be equipped with water recycling units. 406.2.3 Exhaust Hood Liquid Scrubber Systems. Liquid scrubber systems for exhaust hoods and ducts shall be of the recirculation type. Liquid scrubber systems for perchloric acid exhaust hoods and ducts shall be equipped with a timer-controlled water recirculation system. The collection sump for perchloric acid exhaust systems shall be designed to automatically drain after the wash down process has completed. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 407.0 Leak Detection and Control. 407.1 General. Where installed, leak detection and control devices shall comply with IAPMO IGC115. Note: Leak detection and control devices help protect property from water damage and also conserve water by shutting off the flow when leaks are detected. 408.0 Fountains and Other Water Features. 408.1 Use of Alternate Water Source for Special Water Features. Special water features such as ponds and water fountains shall be provided with reclaimed (recycled) water, rainwater, or on-site treated non-potable water where the source and capacity is available on the premises and approved by the Authority Having Jurisdiction. 409.0 Meters. 409.1 Required. A water meter shall be required for buildings connected to a public water system, including municipally supplied reclaimed (recycled) water. In other than single-family houses, multi-family structures of three stories or fewer above grade, and modular houses, a separate meter or submeter shall be installed in the following locations: (1) The water supply for irrigated landscape with an accumulative area exceeding 2500 square feet (232 m2). (2) The makeup water supply to cooling towers, evaporative condensers, and fluid coolers. (3) The makeup water supply to one or more boilers collectively exceeding 1 000 000 British thermal units per hour (Btu/h) (293 kW). (4) The water supply to a water-using process where the consumption exceeds 1000 gallons per day (gal/d) (0.0438 L/s), except for manufacturing processes. (5) The water supply to each building on a property with multiple buildings where the water consumption exceeds 500 gal/d (0.021 L/s). (6) The water supply to an individual tenant space on a property where any of the following applies: (a) Water consumption exceeds 500 gal/d (0.021 L/s) for that tenant. (b) Tenant space is occupied by a commercial laundry, cleaning operation, restaurant, food service, medical office, dental office, laboratory, beauty salon, or barbershop. (c) Total building area exceeds 50 000 square feet (4645 m2). (7) A makeup water supply to a swimming pool. (8) The makeup water supply to an evaporative cooler having an air flow exceeding 30 000 cubic feet per minute (ft3/min) (14 158.2 L/s). 409.2 Consumption Data. A means of communicating water consumption data from submeters to the water consumer shall be provided. 409.3 Access. Meters and submeters shall be accessible. 13 410.0 HVAC Water Efficiency. 410.1 Once-Through Cooling. Once-through cooling using potable water is prohibited. 410.2 Cooling Towers and Evaporative Coolers. Cooling towers and evaporative coolers shall be equipped with makeup water and blow down meters, conductivity controllers and overflow alarms. Cooling towers shall be equipped with efficiency drift eliminators that achieve drift reduction to 0.002 percent of the circulated water volume for counterflow towers and 0.005 percent for cross-flow towers. 410.3 Cooling Tower Makeup Water. Not less than five cycles of concentration is required for air-conditioning cooling tower makeup water having a total hardness of less than 11 gr/gal (188 mg/L) expressed as calcium carbonate. Not less than 3.5 cycles of concentration is required for airconditioning cooling tower makeup water having a total hardness equal to or exceeding 11 gr/gal (188 mg/L) expressed as calcium carbonate. Exception: Air-conditioning cooling tower makeup water having discharge conductivity range not less than 7 gr/gal (120 mg/L) to 9 gr/gal (154 mg/L) of silica measured as silicon dioxide. 410.4 Evaporative Cooler Water Use. Evaporative cooling systems (also known as swamp coolers) shall use less than 3.5 gallons (13.2 L) of water per ton-hour of cooling when system controls are set to maximum water use. Water use, expressed in maximum water use per ton-hour of cooling, shall be marked on the device and included in product user manuals, product information literature, and installation instructions. Water use information shall be readily available at the time of code compliance inspection. 410.4.1 Overflow Alarm. Cooling systems shall be equipped with an overflow alarm to alert building owners, tenants, or maintenance personnel when the water refill valve continues to allow water to flow into the reservoir when the reservoir is already full. The alarm shall have a minimum sound pressure level rating of 85 dBa measured at a distance of 10 feet. 410.4.2 Automatic Pump Shut-Off. Cooling systems shall automatically cease pumping water to the evaporation pads when airflow across evaporation pads ceases. 410.4.3 Cooler Reservoir Discharge. A water quality management system (either timer or water quality sensor) is required. Where timers are used, the time interval between discharge of reservoir water shall be set to 6 hours or greater of cooler operation. Where water quality sensors are used, the discharge of reservoir water shall be set for greater 800 ppm or greater of TDS. Continuous discharge or continuous bleed systems are prohibited. 410.4.4 Discharge Water Reuse. Discharge water shall be reused where appropriate applications exist on site. Where a nonpotable water source system exists on site, evaporative cooler discharge water shall be collected and discharged to such collection system. 14 Exception: Where the reservoir water adversely affects the quality of the nonpotable water supply making the nonpotable water unusable for its intended purposes. 410.4.5 Discharge Water to Drain. Where discharge water is not recovered for reuse, the sump overflow line shall not be directly connected to a drain. Where the discharge water is put into a sanitary drain, a minimum 6 inch (152 mm) air gap is required between the termination of the discharge line and the drain opening. The discharge line shall terminate in a location that is readily visible to the building owner, tenants, or maintenance personnel. 410.5 Use of Reclaimed (Recycled) and On-Site Treated Non-Potable Water for Cooling. Where approved for use by the water/wastewater utility and the Authority Having Jurisdiction, reclaimed (recycled) or onsite treated non-potable water shall be permitted to be used for industrial and commercial cooling or air-conditioning. 410.5.1 Drift Eliminator. A drift eliminator shall be utilized in a cooling system, utilizing alternate sources of water, where the aerosolized water may come in contact with employees or members of the public. 410.5.2 Disinfection. A biocide shall be used to treat the cooling system recirculation water where the recycled water may come in contact with employees or members of the public. 411.0 Condensate Recovery. Condensate is permitted to be used as on-site treated non-potable water where collected, stored and treated in accordance with Section 504.0. 412.0 Water-Powered Sump Pumps. Sump pumps powered by potable or reclaimed (recycled) water pressure shall only be used as an emergency backup pump. The waterpowered pump shall be equipped with a battery powered alarm having a minimum rating of 85 dBa at 10 feet (3048 mm). Water-powered pumps shall have a water efficiency factor of pumping at least 1.4 gallons (5.3 L) of water to a height of 10 feet (3048 mm) for every gallon of water used to operate the pump, measured at a water pressure of 60 psi (414 kPa). Pumps shall be clearly labeled as to the gallons of water pumped per gallon of potable water consumed. Water-powered stormwater sump pumps shall be equipped with a reduced pressure principle backflow prevention assembly. 413.0 Landscape Irrigation Systems. 413.1 General. Where landscape irrigation systems are installed, they shall use low application irrigation methods and comply with Sections 413.2 through 413.13. Requirements limiting the amount or type of plant material used in landscapes shall be established by the Authority Having Jurisdiction. Exception: Plants grown for food production. 413.2 Backflow Protection. Potable water and reclaimed water supplies to landscape irrigation systems shall be GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT WATER EFFICIENCY AND CONSERVATION protected from backflow in accordance with the plumbing code and Authority Having Jurisdiction. 413.3 Use of Alternate Water Sources for Landscape Irrigation. Where available by pre-existing treatment, storage or distribution network, and where approved by the Authority Having Jurisdiction, alternative water source(s) complying with Chapter 5 shall be utilized for landscape irrigation. Where adequate capacity and volumes of pre-existing alternative water sources are available, the irrigation system shall be designed to use minimum of 75 percent of alternative water for the annual irrigation demand before supplemental potable water is used. 413.4 Irrigation Control Systems. Where installed as part of a landscape irrigation system, irrigation control systems shall: 413.4.1 Automatically adjust the irrigation schedule to respond to plant water needs determined by weather or soil moisture conditions. 413.4.2 Utilize sensors to suspend irrigation during a rainfall. 413.4.3 Utilize sensors to suspend irrigation when adequate soil moisture is present for plant growth. 413.4.4 Have the capability to program multiple and different run times for each irrigation zone to enable cycling of water applications and durations to mitigate water flowing off of the intended irrigation zone. 413.4.5 The site specific settings of the irrigation control system affecting the irrigation and shall be posted at the control system location. The posted data, where applicable to the settings of the controller, shall include: (1) Precipitation rate for each zone. (2) Plant evapotranspiration coefficients for each zone. (3) Soil absorption rate for each zone. (4) Rain sensor settings. (5) Soil moisture setting. (6) Peak demand schedule including run times for each zone and the number of cycles to mitigate runoff and monthly adjustments or percentage. 413.5 Low Flow Irrigation. Irrigation zones using low flow irrigation shall be equipped with filters sized for the irrigation emission devices, and with a pressure regulator installed upstream of the irrigation emission devices as necessary to reduce the operating water pressure meeting manufacturers’ equipment requirements. 413.6 Mulched Planting Areas. Only low volume emitters are allowed to be installed in mulched planting areas with vegetation taller than 12 inches (305 mm). 413.7 System Performance Requirements. The landscape irrigation system shall be designed and installed to: (1) Prevent irrigation water from runoff out of the irrigation zone. (2) Prevent water in the supply-line drainage from draining out between irrigation events. (3) Not allow irrigation water to be applied onto or enter nonGREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT targeted areas including: adjacent property and vegetation areas, adjacent hydrozones not requiring the irrigation water to meet its irrigation demand, non-vegetative areas, impermeable surfaces, roadways, and structures. 413.8 Narrow or Irregularly Shaped Landscape Areas. Narrow or irregularly shaped landscape areas, less than 4 feet (1219 mm) in any direction across any opposing boundaries shall not be irrigated by any irrigation emission device except low flow emitters. 413.9 Sloped Areas. Where soil surface rises more than 1 foot (305 mm) per 4 feet (1219 mm) of length, the irrigation zone system average precipitation rate shall not exceed 0.75 inches (19 mm) per hour as verified through either of the following methods: (a) manufacturer documentation that the precipitation rate for the installed sprinkler head does not exceed 0.75 inches (19 mm) per hour where the sprinkler heads are installed no closer than the specified radius and where the water pressure of the irrigation system is no greater than the manufacturer’s recommendations. (b) catch can testing in accordance with the requirements of the Authority Having Jurisdiction and where emitted water volume is measured with a minimum of 6 catchment containers at random places within the irrigation zone for a minimum of 15 minutes to determine the average precipitation rate, expressed as inches per hour. 413.10 Sprinkler Head Installations. All installed sprinkler heads shall be low precipitation rate sprinkler heads. 413.10.1 Sprinkler Heads in Common Irrigation Zones. Sprinkler heads installed in irrigation zones served by a common valve shall be limited to applying water to plants with similar irrigation needs, and shall have matched precipitation rates (identical inches of water application per hour as rated or tested, plus or minus 5 percent). 413.10.2 Sprinkler Head Pressure Regulation. Sprinkler heads shall utilize pressure regulating devices (as part of irrigation system or integral to the sprinkler head) to maintain manufacturer’s recommended operating pressure for each sprinkler and nozzle type. 413.10.3 Pop-up Type Sprinkler Heads. Where pop-up type sprinkler heads are installed, the sprinkler heads shall rise to a height of not less than 4 inches (102 mm) above the soil level when emitting water. 413.11 Irrigation Zone Performance Criteria. Irrigation zones shall be designed and installed to ensure the average precipitation rate of the sprinkler heads over the irrigated area does not exceed 1.0 inch per hour as verified through either of the following methods: (a) manufacturer’s documentation that the precipitation rate for the installed sprinkler head does not exceed 1.0 inches per hour where the sprinkler heads are installed no closer that the specified radius and where the water pressure of the irrigation system is no greater than the manufacturer’s recommendations. (b) catch can testing in accordance with the requirements of 15 WATER EFFICIENCY AND CONSERVATION the Authority Having Jurisdiction and where emitted water volume is measured with a minimum of 6 catchment containers at random places within the irrigation zone for a minimum of 15 minutes to determine the average precipitation rate, expressed as inches per hour. 413.12 Qualifications. The Authority Having Jurisdiction shall have the authority to require landscape irrigation contractors, installers, or designers to demonstrate competency. Where required by the Authority Having Jurisdiction, the contractor, installer, or designer shall be certified to perform such work. 414.0 Trap Seal Protection. 414.1 Water Supplied Trap Primers. Water supplied trap primers shall be electronic or pressure activated and shall use no more than 30 gallons (114 L) per year per drain. Where an alternate water source, as defined by this code, is used for fixture flushing or other uses in the same room, the alternate water source shall be used for the trap primer water supply. Exception: Flushometer tailpiece trap primers complying with IAPMO PS 76 are exempted from the provisions of this section. 414.2 Drainage Type Trap Seal Primer Devices. Drainage type trap seal primer devices shall not be limited in the amount of water they discharge. 415.0 Vehicle Wash Facilities. The maximum make-up water use for automobile washing shall not exceed 40 gallons (151 L) per vehicle for in-bay automatic car washes and 35 gallons (132 L) for conveyor and express type car washes. Spray wands and foamy brushes shall use no more than 3.0 gpm (0.06 L/s). Spot-free reverse osmosis discharge (reject) water shall be recycled. Towel ringers shall have a positive shut-off valve. Spray nozzles shall be replaced annually. Exemption: Bus and large commercial vehicles washes are exempt from the requirements in this section. 16 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 5 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS 501.0 General. 501.1 Scope. The provisions of this chapter shall apply to the construction, alteration, and repair of alternate water source systems for non-potable applications. 501.1.1 Allowable Use of Alternate Water. Where approved or required by the Authority Having Jurisdiction, alternate water sources (reclaimed (recycled) water, rainwater, gray water and onsite treated non-potable water) shall be permitted to be used in lieu of potable water for the applications identified in this chapter. 501.2 System Design. Alternate water source systems complying with this chapter shall be designed by a person registered or licensed to perform plumbing design work or who demonstrates competency to design the alternate water source system as required by the Authority Having Jurisdiction. Components, piping, and fittings used in any alternate water source system shall be listed. Exceptions: (1) A person registered or licensed to perform plumbing design work is not required to design rainwater catchment systems used for irrigation with a maximum storage capacity of 360 gallons (1363 L). (2) A person registered or licensed to perform plumbing design work is not required to design rainwater catchment systems for single family dwellings where all outlets, piping, and system components are located on the exterior of the building. (3) A person registered or licensed to perform plumbing design work is not required to design gray water systems having a maximum discharge capacity of 250 gallons per day (gal/d) (15.77 L/s) for single family and multi-family dwellings. (4) A person registered or licensed to perform plumbing design work is not required to design an on-site treated nonpotable water system for single family dwellings having a maximum discharge capacity of 250 gal/d (15.77 L/s). 501.3 Permit. It shall be unlawful for any person to construct, install, alter, or cause to be constructed, installed, or altered any alternate water source system in a building or on a premise without first obtaining a permit to do such work from the Authority Having Jurisdiction. Exceptions: (1) A permit is not required for exterior rainwater catchment systems used for outdoor drip and subsurface irrigation with a maximum storage capacity of 360 gallons (1363 L). (2) A plumbing permit is not required for rainwater catchment systems for single family dwellings where all outlets, piping, and system components are located on the exterior of the building. This does not exempt the GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT need for permits if required for electrical connections, tank supports, or enclosures. 501.4 Component Identification. System components shall be properly identified as to the manufacturer. 501.5 Maintenance and Inspection. Alternate water source systems and components shall be inspected and maintained in accordance with Section 501.5.1 through Section 501.5.3. 501.5.1 Frequency. Alternate water source systems and components shall be inspected and maintained in accordance with Table 501.5 unless more frequent inspection and maintenance is required by the manufacturer. 501.5.2 Maintenance Log. A maintenance log for gray water, rainwater, and on-site treated non-potable water systems is required to have a permit in accordance with Section 501.3 and shall be maintained by the property owner and be available for inspection. The property owner or designated appointee shall ensure that a record of testing, inspection and maintenance as required by Table 501.5 is maintained in the log. The log will indicate the frequency of inspection and maintenance for each system. 501.5.3 Maintenance Responsibility. The required maintenance and inspection of alternate water source systems shall be the responsibility of the property owner, unless otherwise required by the Authority Having Jurisdiction. 501.6 Operation and Maintenance Manual. An operation and maintenance manual for gray water, rainwater, and on-site treated water systems required to have a permit in accordance with Section 501.3 shall be supplied to the building owner by the system designer. The operating and maintenance manual shall include the following: (1) Detailed diagram of the entire system and the location of system components. (2) Instructions on operating and maintaining the system. (3) Details on maintaining the required water quality as determined by the Authority Having Jurisdiction. (4) Details on deactivating the system for maintenance, repair, or other purposes. (5) Applicable testing, inspection, and maintenance frequencies as required by Table 501.5. (6) A method of contacting the manufacturer(s). 501.7 Minimum Water Quality Requirements. The minimum water quality for alternate water source systems shall meet the applicable water quality requirements for the intended application as determined by the Authority Having Jurisdiction. Water quality for non-potable rainwater catchment 17 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS TABLE 501.5 MINIMUM ALTERNATE WATER SOURCE TESTING, INSPECTION, AND MAINTENANCE FREQUENCY DESCRIPTION MINIMUM FREQUENCY Inspect and clean filters and screens, and replace (if necessary) Inspect and verify that disinfection, filters and water quality treatment devices and systems are operational and maintaining minimum water quality requirements as determined by the Authority Having Jurisdiction Every 3 months Inspect and clear debris from rainwater gutters, downspouts, and roof washers Inspect and clear debris from roof or other aboveground rainwater collection surfaces Remove tree branches and vegetation overhanging roof or other aboveground rainwater collection surfaces Inspect pumps and verify operation Every 6 months In accordance with manufacturer’s instructions, and the Authority Having Jurisdiction Every 6 months As needed After initial installation and every 12 months thereafter Inspect valves and verify operation After initial installation and every 12 months thereafter Inspect pressure tanks and verify After initial installation and operation every 12 months thereafter Clear debris from and inspect After initial installation and storage tanks, locking devices, and every 12 months thereafter verify operation Inspect caution labels and marking After initial installation and every 12 months thereafter Inspect and maintain mulch basins As needed to maintain for gray water irrigation systems mulch depth and prevent ponding and runoff Cross-connection inspection and test* Test water quality of rainwater catchment systems required by Section 505.9.4 to maintain a minimum water quality After initial installation and every 12 months thereafter Every 12 months. After system renovation or repair. * The cross-connection test shall be performed in the presence of the Authority Having Jurisdiction in accordance with the requirements of this Chapter. systems shall comply with Section 505.9.4. In the absence of water quality requirements for on-site treated non-potable water and reclaimed (recycled) water systems, the EPA/625/R04/108 contains recommended water reuse guidelines to assist regulatory agencies develop, revise, or expand alternate water source water quality standards. Exceptions: (1) Water treatment is not required for rainwater catchment systems used for aboveground irrigation with a maximum storage capacity of 360 gallons (1363 L). (2) Water treatment is not required for gray water used for subsurface irrigation. 18 (3) Water treatment is not required for rainwater catchment systems used for subsurface or drip irrigation. 501.8 Material Compatibility. Alternate water source systems shall be constructed of materials that are compatible with the type of pipe and fitting materials, water treatment, and water conditions in the system. 501.9 System Controls. Controls for pumps, valves, and other devices that contain mercury that come in contact with alternate water source water supply shall not be permitted. 501.10 Commercial, Industrial, and Institutional Restroom Signs. A sign shall be installed in all restrooms in commercial, industrial, and institutional occupancies using reclaimed (recycled) water, on-site treated water, and nonpotable rainwater for water closets, urinals, or both. Each sign shall contain 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 location of the sign(s) shall be approved by the Authority Having Jurisdiction and shall contain the following text: TO CONSERVE WATER, THIS BUILDING USES *____________* TO FLUSH TOILETS AND URINALS. 501.10.1 Equipment Room Signs. Each room containing reclaimed (recycled) water, on-site treated water, and non-potable rainwater equipment shall have a sign posted in a location that is visible to anyone working on or near non-potable water equipment with the following wording in 1 inch (25.4 mm) letters: CAUTION: NON-POTABLE *____________*, DO NOT DRINK. DO NOT CONNECT TO DRINKING WATER SYSTEM. NOTICE: CONTACT BUILDING MANAGEMENT BEFORE PERFORMING ANY WORK ON THIS WATER SYSTEM. *____________* Shall indicate RECLAIMED (RECYCLED) WATER, ON-SITE TREATED WATER, or RAINWATER accordingly. 501.11 Inspection and Testing. Alternate water source systems shall be inspected and tested in accordance with Section 501.11.1 and Section 501.11.2. 501.11.1 Supply System Inspection and Test. Alternate water source systems shall be inspected and tested in accordance with the plumbing code for testing of potable water piping. 501.11.2 Annual Cross-Connection Inspection and Testing. An initial and subsequent annual inspection and test shall be performed on both the potable and alternate water source systems. The potable and alternate water source system shall be isolated from each other and independently inspected and tested to ensure there is no cross-connection in accordance with Section 501.11.2.1 through Section 501.11.2.4. 501.11.2.1 Visual System Inspection. Prior to commencing the cross-connection testing, a dual system inspection shall be conducted by the Authority Having Jurisdiction and other authorities having jurisdiction as follows: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS (1) Meter locations of the alternate water source and potable water lines shall be checked to verify that no modifications were made, and that no cross-connections are visible. (2) Pumps and equipment, equipment room signs, and exposed piping in equipment room shall be checked. (3) Valves shall be checked to ensure that valve lock seals are still in place and intact. Valve control door signs shall be checked to verify that no signs have been removed. 501.11.2.2 Cross-Connection Test. The procedure for determining cross-connection shall be followed by the applicant in the presence of the Authority Having Jurisdiction and other authorities having jurisdiction to determine whether a crossconnection has occurred as follows: (1) The potable water system shall be activated and pressurized. The alternate water source system shall be shut down, depressurized, and drained. (2) The potable water system shall remain pressurized for a minimum period of time specified by the Authority Having Jurisdiction while the alternate water source system is empty. The minimum period the alternate water source system is to remain depressurized shall be determined on a case-by-case basis, taking into account the size and complexity of the potable and the alternate water source distribution systems, but in no case shall that period be less than 1 hour. (3) The drain on the alternate water source system shall be checked for flow during the test and all fixtures, potable and alternate water source, shall be tested and inspected for flow. Flow from any alternate water source system outlet indicates a cross-connection. No flow from a potable water outlet shall indicate that it is connected to the alternate water source system. (4) The potable water system shall then be depressurized and drained. (5) The alternate water source system shall then be activated and pressurized. (6) The alternate water source system shall remain pressurized for a minimum period of time specified by the Authority Having Jurisdiction while the potable water system is empty. The minimum period the potable water system is to remain depressurized shall be determined on a case-by-case basis, but in no case shall that period be less than 1 hour. (7) All fixtures, potable and alternate water source, shall be tested and inspected for flow. Flow from any potable water system outlet indicates a cross-connection. No flow from an alternate GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT water source outlet will indicate that it is connected to the potable water system. (8) The drain on the potable water system shall be checked for flow during the test and at the end of the test. (9) If there is no flow detected in any of the fixtures which would indicate a cross-connection, the potable water system shall be repressurized. 501.11.2.3 Discovery of Cross-Connection. In the event that a cross-connection is discovered, the following procedure, in the presence of the Authority Having Jurisdiction, shall be activated immediately: (1) The alternate water source piping to the building shall be shut down at the meter, and the alternate water source 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 Section 501.11.2.1 and Section 501.11.2.2. (5) The potable water system shall be chlorinated with 50 parts-per-million (ppm) chlorine for 24 hours. (6) The potable water system shall be flushed after 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. 501.11.2.4 Annual Inspection. An annual inspection of the alternate water source system, following the procedures listed in Section 501.11.2.1 shall be required. Annual cross-connection testing, following the procedures listed in Section 501.11.2.2 shall be required by the Authority Having Jurisdiction, unless site conditions do not require it. In no event shall the test occur less than once in 4 years. Alternate testing requirements shall be permitted by the Authority Having Jurisdiction. 501.12 Separation Requirements. All underground alternate water source service piping other than gray water shall be separated from the building sewer in accordance with the plumbing code. Treated non-potable water pipes shall be permitted to be run or laid in the same trench as potable water pipes with a 12 inch (305 mm) minimum vertical and horizontal separation when both pipe materials are approved for use within a building. Where horizontal piping materials do not meet this requirement the minimum separation shall be increased to 60 inches (1524 mm). The potable water piping shall be installed at an elevation above the treated non-potable water piping. 501.13 Abandonment. All alternate water source systems that are no longer in use or fails to be maintained in accor19 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS dance with Section 501.5 shall be abandoned. Abandonment shall comply with Section 305.0. 501.14 Sizing. Unless otherwise provided for in this supplement, alternate water source piping shall be sized in accordance with the plumbing code for sizing potable water piping. 502.0 Gray Water Systems. 502.1 General. The provisions of this section shall apply to the construction, alteration, and repair of gray water systems. 502.2 Gray Water System. 502.2.1 Discharge. Gray water shall be permitted to be diverted away from a sewer or private sewage disposal system, and discharge to a subsurface irrigation or subsoil irrigation system. The gray water shall be permitted to discharge to a mulch basin for single family and multi-family dwellings. Gray water shall not be used to irrigate root crops or food crops intended for human consumption that come in contact with soil. 502.2.2 Surge Capacity. Gray water systems shall be designed to have the capacity to accommodate peak flow rates and distribute the total amount of estimated gray water on a daily basis to a subsurface irrigation field, subsoil irrigation field, or mulch basin without surfacing, ponding, or runoff. A surge tank is required for all systems that are unable to accommodate peak flow rates and distribute the total amount of gray water by gravity drainage. The water discharge for gray water systems shall be determined in accordance with Section 502.8.1 or Section 502.8.2. 502.2.3 Diversion. The gray water system shall connect to the sanitary drainage system downstream of fixture traps and vent connections through an approved gray water diverter valve. The gray water diverter shall be installed in an accessible location and clearly indicate the direction of flow. 502.2.4 Backwater Valves. Gray water drains subject to backflow shall be provided with a backwater valve so located as to be accessible for inspection and maintenance. 502.3 Connections to Potable and Reclaimed (Recycled) Water Systems. Gray water systems shall have no direct connection to any potable water supply, on-site treated non-potable water supply, or reclaimed (recycled) water systems. Potable, on-site treated non-potable, or reclaimed (recycled) water is permitted to be used as makeup water for a non-pressurized storage tank provided the connection is protected by an airgap in accordance with the plumbing code. 502.4 Location. No gray water system or part thereof shall be located on any lot other than the lot that is the site of the building or structure that discharges the gray water, nor shall any gray water system or part thereof be located at any point having less than the minimum distances indicated in Table 502.4. 502.5 Plot Plan Submission. No permit for any gray water system shall be issued until a plot plan with appropriate 20 TABLE 502.4 LOCATION OF GRAY WATER SYSTEM SURGE TANK (feet) SUBSURFACE AND SUBSOIL IRRIGATION FIELD AND MULCH BED (feet) Building structures1 Property line adjoining private property 52, 9 23, 8 5 58 Water supply wells4 50 100 50 505 MINIMUM HORIZONTAL DISTANCE IN CLEAR REQUIRED FROM: Streams and lakes4 Sewage pits or cesspools 5 5 Sewage disposal field 5 46 Septic tank 0 5 On-site domestic water service line 5 5 Pressurized public water main 10 107 For SI units: 1 foot = 304.8 mm Note: Where irrigation or disposal fields are installed in sloping ground, the minimum horizontal distance between any part of the distribution system and the ground surface shall be 15 feet (4572 mm). 1 2 3 4 5 6 7 8 9 Including porches and steps, whether covered or uncovered, breezeways, roofed carports, roofed patios, carports, covered walks, covered driveways, and similar structures or appurtenances. The distance shall be permitted to be reduced to 0 feet for aboveground tanks when first approved by the Authority Having Jurisdiction. Reference to a 45 degree (0.79 rad) angle from foundation. Where special hazards are involved, the distance required shall be increased as directed by the Authority Having Jurisdiction. These minimum clear horizontal distances shall also apply between the irrigation or disposal field and the ocean mean higher high tide line. Add 2 feet (610 mm) for each additional foot of depth in excess of 1 foot (305 mm) below the bottom of the drain line. For parallel construction or for crossings, approval by the Authority Having Jurisdiction shall be required. The distance shall be permitted to be reduced to 11⁄2 feet (457 mm) for drip and mulch basin irrigation systems. The distance shall be permitted to be reduced to 0 feet for surge tanks of 75 gallons (284 L) or less. data satisfactory to the Authority Having Jurisdiction has been submitted and approved. 502.6 Prohibited Location. Where there is insufficient lot area or inappropriate soil conditions for adequate absorption to prevent the ponding, surfacing or runoff of the gray water, as determined by the Authority Having Jurisdiction, no gray water system shall be permitted. A gray water system is not permitted on any property in a geologically sensitive area as determined by the Authority Having Jurisdiction. 502.7 Drawings and Specifications. The Authority Having Jurisdiction shall require any or all of the following information to be included with or in the plot plan before a permit is issued for a gray water system, or at any time during the construction thereof: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS (1) Plot plan drawn to scale and 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 expansion area or building sewer connecting to the public sewer, and location of the proposed gray water system. (2) Details of construction necessary to ensure compliance with the requirements of this chapter, together with a full description of the complete installation, including installation methods, construction, and materials as required by the Authority Having Jurisdiction. (3) Details for all holding tanks shall include all dimensions, structural calculations, bracings, and such other pertinent data as required. (4) A log of soil formations and groundwater level as determined by test holes dug in 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. Exception: The Authority Having Jurisdiction shall permit the use of Table 502.10 in lieu of percolation tests. (5) Distance between the plot and any surface waters such as lakes, ponds, rivers or streams, and the slope between the plot and the surface water, if in close proximity. 502.8 Procedure for Estimating Gray Water Discharge. Gray water systems shall be designed to distribute the total amount of estimated gray water on a daily basis. The water discharge for gray water systems shall be determined in accordance with Section 502.8.1 or Section 502.8.2. 502.8.1 Single Family Dwellings and MultiFamily Dwellings. The gray water discharge for single family and multi-family dwellings shall be calculated by 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 gray water flows of each occupant shall be calculated as follows: Showers, bathtubs 25 gallons (95 L) per day/ occupant and lavatories Laundry 15 gallons (57 L) per day/ occupant (3) The total number of occupants shall be multiplied by the applicable estimated gray water discharge as provided above and the type of fixtures connected to the gray water system. 502.8.2 Commercial, Industrial, and Institutional Occupancies. The gray water discharge for commercial, industrial, and institutional occupancies shall be GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT calculated by utilizing the procedure in Section 502.8.1, water use records, or other documentation to estimate gray water discharge. 502.9 Gray Water System Components. Gray water system components shall be in accordance with Section 502.9.1 through Section 502.9.5. 502.9.1 Surge Tanks. Where installed, surge tanks shall comply with the following: (1) Surge tanks shall be constructed of solid, durable materials not subject to excessive corrosion or decay and shall be watertight. Surge tanks constructed of steel shall be approved by the Authority Having Jurisdiction, provided such tanks comply with approved applicable standards. (2) Each surge tank shall be vented as required by the plumbing code. The vent size shall be determined based on the total gray water fixture units as outlined in the plumbing code. (3) Each surge tank shall have an access opening with lockable gasketed covers or approved equivalent to allow for inspection and cleaning. (4) Each surge tank shall have its rated capacity permanently marked on the unit. In addition, a sign stating GRAY WATER, DANGER — UNSAFE WATER shall be permanently marked on the holding tank. (5) Each surge tank shall have an overflow drain. The overflow drains shall have permanent connections 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 drainpipes shall not be less in size than the inlet pipe. Unions or equally effective fittings shall be provided for all piping connected to the surge tank. (7) Surge tank shall be structurally designed to withstand anticipated earth or other loads. Surge tank covers shall be capable of supporting an earth load of not less than 300 pounds per square foot (lb/ft2) (1465 kg/m2) when the tank is designed for underground installation. (8) If a surge tank is installed underground, the system shall 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 installed in accordance with the plumbing code. (9) Surge tanks shall be installed on dry, level, wellcompacted soil if underground or on a level 3 inch (76 mm) thick concrete slab if aboveground. (10) Surge tanks shall be anchored to prevent against overturning when installed aboveground. Underground tanks shall be ballasted, anchored, or otherwise secured, to prevent the tank from floating out of the ground when empty. The combined weight of the tank and hold down system shall meet or exceed the buoyancy forces of the tank. 21 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS 502.9.2 Gray Water Pipe and Fitting Materials. Aboveground and underground building drainage and vent pipe and fittings for gray water systems shall comply with the requirements for aboveground and underground sanitary building drainage and vent pipe and fittings in the plumbing code. These materials shall extend not less than 2 feet (610 mm) outside the building. 502.9.3 Subsoil Irrigation Field Materials. Subsoil irrigation field piping 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 gray water into the trench area. Material, construction, and perforation of the pipe shall be in compliance with the appropriate absorption field drainage piping standards and shall be approved by the Authority Having Jurisdiction. 502.9.4 Subsurface Irrigation Field and Mulch Basin Supply Line Materials. Materials for gray water piping outside the building shall be polyethylene or PVC. Drip feeder lines shall be PVC or polyethylene tubing. 502.9.5 Valves. Valves shall be accessible. 502.9.6 Trap. Gray water piping discharging into the surge tank or having a direct connection to the sanitary drain or sewer piping shall be downstream of an approved water seal 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. 502.9.7 Backwater Valve. A backwater valve shall be installed on all gray water drain connections to the sanitary drain or sewer. 502.10 Subsurface Irrigation System Zones. Irrigation or disposal fields shall be permitted to have one or more valved zones. Each zone must be of adequate size to receive the gray water anticipated in that zone. 502.10.1 Required Area of Subsurface Irrigation Fields, Subsoil Irrigation Fields and Mulch Basins. The minimum effective irrigation area of subsurface irrigation fields, subsoil irrigation fields, and mulch basins shall be determined by Table 502.10 for the type of soil found in the excavation, based upon a calculation of estimated gray water discharge pursuant to Section 502.8. For a subsoil irrigation field, the area shall be equal to the aggregate length of the perforated pipe sections within the valved zone multiplied by the width of the proposed subsoil irrigation field. 502.10.2 Determination of Maximum Absorption Capacity. The irrigation field and mulch basin size shall be based on the maximum absorption capacity of the soil and determined using Table 502.10. For soils not listed in Table 502.10, the maximum absorption capacity for the proposed site shall be determined by percolation tests or other method acceptable to the Authority Having Jurisdiction. A gray water system shall not be permitted, where the percolation test shows the absorption capacity of the soil is unable to accommodate the maximum discharge of the proposed gray water irrigation system. 22 502.10.3 Groundwater Level. No excavation for an irrigation field, disposal field, or mulch basin shall extend within 3 feet (914 mm) vertical of the highest known seasonal groundwater level, nor to a depth where gray water contaminates the groundwater or surface water. The applicant shall supply evidence of groundwater depth to the satisfaction of the Authority Having Jurisdiction. 502.11 Subsurface and Subsoil Irrigation Field, and Mulch Basin Design and Construction. Subsurface and subsoil irrigation field, and mulch basin design and construction shall be in accordance with Section 502.11.1 through Section 502.11.3. Where a gray water irrigation system design is predicated on soil tests, the subsurface or subsoil irrigation field or mulch basin shall be installed at the same location and depth as the tested area. 502.11.1 Subsurface Irrigation Field. A subsurface irrigation field shall be in accordance with Section 502.11.1.1 through Section 502.11.1.6. 502.11.1.1 Minimum Depth. Supply piping, including drip feeders, shall be not less than 2 inches (51 mm) below finished grade and covered with mulch or soil. 502.11.1.2 Filter. Not less than 140 mesh (115 micron) filter with a capacity of 25 gallons per minute (gpm) (1.58 L/s), or equivalent shall be installed. Where a filter backwash is installed, the backwash and flush discharge shall discharge into the building sewer or private sewage disposal system. Filter backwash and flush water shall not be used for any purpose. 502.11.1.3 Emitter Size. Emitters shall be installed in accordance with the manufacturer’s installation instructions. Emitters shall have a flow path of not less than 1200 microns (µ) (1200 µm) and shall not have a coefficient of manufacturing variation (Cv) exceeding 7 percent. Irrigation system design shall be such that emitter flow variation shall not exceed 10 percent. TABLE 502.10 DESIGN OF SIX TYPICAL SOILS TYPE OF SOIL Coarse sand or gravel Fine sand Sandy loam Sandy clay Clay with considerable sand or gravel Clay with small amounts of sand or gravel MINIMUM MAXIMUM SQUARE FEET OF ABSORPTION IRRIGATION AREA CAPACITY IN PER 100 GALLONS GALLONS PER OF ESTIMATED SQUARE FOOT OF GRAY WATER IRRIGATION/ DISCHARGE LEACHING AREA FOR PER DAY A 24-HOUR PERIOD 20 25 40 60 5.0 4.0 2.5 1.7 90 1.1 120 0.8 For SI units: 1 square foot = 0.0929 m2, 1 gallon per day = 0.000043 L/s GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS 502.11.1.4 Number of Emitters. The minimum number of emitters and the maximum discharge of each emitter in an irrigation field shall be in accordance with Table 502.11.1. 502.11.1.5 Controls. The system design shall provide user controls, such as valves, switches, timers, and other controllers, to rotate the distribution of gray water between irrigation zones. 502.11.1.6 Maximum Pressure. Where pressure at the discharge side of the pump exceeds 20 poundsforce per square inch (psi) (138 kPa), a pressurereducing valve able to maintain downstream pressure not exceeding 20 psi (138 kPa) shall be installed downstream from the pump and before any emission device. 502.11.2 Mulch Basin. A mulch basin shall be in accordance with Section 502.11.2.1 through Section 502.11.2.4. 502.11.2.1 Single Family and Multi-Family Dwellings. The gray water discharge to a mulch basin is limited to single family and multi-family dwellings. 502.11.2.2 Size. Mulch basins shall be of sufficient size to accommodate peak flow rates and distribute the total amount of estimated gray water on a daily basis without surfacing, ponding or runoff. Mulch basins shall have a depth of not less than 10 inches (254 mm) below finished grade. The mulch basin size shall be based on the maximum absorption capacity of the soil and determined using Table 502.10. 502.11.2.3 Minimum Depth. Gray water supply piping, including drip feeders, shall be a minimum 2 inches (51 mm) below finished grade and covered with mulch. 502.11.2.4 Maintenance. The mulch basin shall be maintained periodically to retain the required depth and area, and to replenish the required mulch cover. 502.11.3 Subsoil Irrigation Field. Subsoil irrigation fields shall be in accordance with Section 502.11.3.1 through Section 502.11.3.3. 502.11.3.1 Minimum Pipe Size. Subsoil irrigation field distribution piping shall be not less than 3 inches (80 mm) diameter. 502.11.3.2 Filter Material and Backfill. Filter material, clean stone, gravel, slag, or similar material acceptable to the Authority Having Jurisdiction, varying in size from 3⁄4 of an inch (19.1 mm) to 21⁄2 inches (64 mm) shall be placed in the trench to the depth and grade in accordance with Table 502.11.3. The perforated section of subsoil irrigation field distribution piping 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 in accordance with Table 502.11.3. The filter material shall then be covered with 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. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT TABLE 502.11.1 SUBSURFACE IRRIGATION DESIGN CRITERIA FOR SIX TYPICAL SOILS TYPE OF SOIL MAXIMUM EMITTER DISCHARGE MINIMUM NUMBER OF EMITTERS PER GALLON OF ESTIMATED GRAY WATER DISCHARGE PER DAY* gallon/day gallon/day 1.8 1.4 1.2 0.9 0.6 0.5 0.6 0.7 0.9 1.1 1.6 2.0 Sand Sandy loam Loam Clay loam Silty clay Clay For SI units: 1 gallon per day = 0.000043 L/s * The estimated gray water discharge per day shall be determined in accordance with Section 503.9. TABLE 502.11.3 SUBSOIL IRRIGATION FIELD CONSTRUCTION DESCRIPTION Number of drain lines per valved zone Length of each perforated line Bottom width of trench Spacing of lines, center to center Depth of earth cover of lines Depth of filter material cover of lines Depth of filter material beneath lines Grade of perforated lines level MINIMUM MAXIMUM 1 - - 100 feet 12 inches 18 inches 4 feet - 10 inches - 2 inches - 3 inches - level 3 inches per 100 feet For SI units: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 inch per foot = 83.3 mm/m 502.11.3.3 Subsoil Irrigation Field Construction. Subsoil irrigation fields shall be constructed in accordance with Table 502.11.3. Where necessary on sloping ground to prevent excessive line slopes, irrigation lines shall be stepped. The lines between each horizontal leaching section shall be made with approved watertight joints and installed on natural or unfilled ground. 502.12 Gray Water System Color and Marking Information. Pressurized gray water distribution systems shall be identified as containing non-potable water in accordance with the plumbing code. 502.13 Special Provisions. 502.13.1 Other Collection and Distribution Systems. Other collection and distribution systems shall be approved by the local Authority Having Juris23 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS diction, as allowed by Section 102.0 of this supplement and the plumbing code. 502.13.2 Higher Requirements. Nothing contained in this chapter shall be construed to prevent the Authority Having Jurisdiction from requiring compliance with higher requirements than those contained herein, where such higher requirements are essential to maintain a safe and sanitary condition. 502.14 Testing. Building drains and vents for gray water systems shall be tested in accordance with the plumbing code. Surge 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. A flow test shall be performed through the system to the point of gray water discharge. Lines and components shall be watertight up to the point of the irrigation perforated and drip lines. 502.15 Maintenance. Gray water systems and components shall be maintained in accordance with Table 501.5. 503.0 Reclaimed (Recycled) Water Systems. 503.1 General. The provisions of this section shall apply to the installation, construction, alteration, and repair of reclaimed (recycled) water systems intended to supply uses such as water closets, urinals, trap primers for floor drains and floor sinks, aboveground and subsurface irrigation, industrial or commercial cooling or air conditioning and other uses approved by the Authority Having Jurisdiction. 503.2 Permit. It shall be unlawful for any person to construct, install, alter, or cause to be constructed, installed, or altered any reclaimed (recycled) water system within a building or on a premises without first obtaining a permit to do such work from the Authority Having Jurisdiction. 503.2.1 Plumbing Plan Submission. No permit for any reclaimed (recycled) water system shall be issued until complete plumbing plans, with appropriate data satisfactory to the Authority Having Jurisdiction, have been submitted and approved. 503.3 System Changes. No changes or connections shall be made to either the reclaimed (recycled) water system or the potable water system within any site containing a reclaimed (recycled) water system without approval by the Authority Having Jurisdiction. 503.4 Connections to Potable or Reclaimed (Recycled) Water Systems. Reclaimed (recycled) water systems shall have no connection to any potable water supply or alternate water source system. Potable water is permitted to be used as makeup water for a reclaimed (recycled) water storage tank provided the water supply inlet is protected by an airgap or reduced-pressure principle backflow preventer complying with the plumbing code. 503.5 Initial Cross-Connection Test. A cross-connection test is required in accordance with Section 501.11.2. Before the building is occupied or the system is activated, the installer shall perform the initial cross-connection test in the presence of the Authority Having Jurisdiction and other 24 authorities having jurisdiction. The test shall be ruled successful by the Authority Having Jurisdiction before final approval is granted. 503.6 Reclaimed (Recycled) Water System Materials. Reclaimed (recycled) water supply and distribution system materials shall comply with the requirements of the plumbing code for potable water supply and distribution systems, unless otherwise provided for in this section. 503.7 Reclaimed (Recycled) Water System Color and Marking Information. Reclaimed (recycled) water systems shall have a colored background in accordance with the plumbing code. Reclaimed (recycled) water systems shall be marked, in lettering in accordance with the plumbing code, with the words: “CAUTION: NON-POTABLE RECLAIMED (RECYCLED) WATER, DO NOT DRINK.” Field marking of pipe meeting these requirements shall be permitted. 503.8 Valves. Valves, except fixture supply control valves, shall be equipped with a locking feature. 503.9 Installation. 503.9.1 Hose Bibbs. Hose bibbs shall not be allowed on reclaimed (recycled) water piping systems located in areas accessible to the public. Access to reclaimed (recycled) water at points in the system accessible to the public shall be through a quick-disconnect device that differs from those installed on the potable water system. Hose bibbs supplying reclaimed (recycled) water shall be marked with the words: “CAUTION: NON-POTABLE RECLAIMED WATER, DO NOT DRINK,” and the symbol in Figure 503.9. 503.9.2 Required Appurtenances. The reclaimed (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 deactivation or drainage as required for crossconnection test in Section 501.11.2. 503.9.3 Same Trench as Potable Water Pipes. Reclaimed (recycled) water pipes shall be permitted to be run or laid in the same trench as potable water pipes with a 12 inches (305 mm) minimum vertical and horizontal separation when both pipe materials are approved for use within a building. When piping materials do not FIGURE 503.9 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS meet this requirement the minimum horizontal separation shall be increased to 60 inches (1524 mm). The potable water piping shall be installed at an elevation above the reclaimed (recycled) water piping. Reclaimed (recycled) water pipes laid in the same trench or crossing building sewer or drainage piping shall be installed in accordance with the plumbing code for potable water piping. 503.10 Signs. Rooms and water closet tanks in buildings using reclaimed (recycled) water shall be in accordance with Section 501.10. 503.11 Inspection and Testing. Reclaimed (recycled) water systems shall be inspected and tested in accordance with Section 501.11. 504.0 On-Site Treated Non-Potable Water Systems. 504.1 General. The provisions of this section shall apply to the installation, construction, alteration, and repair of on-site treated non-potable water systems intended to supply uses such as water closets, urinals, trap primers for floor drains and floor sinks, above and below ground irrigation, and other uses approved by the Authority Having Jurisdiction. 504.2 Plumbing Plan Submission. No permit for any on-site treated non-potable water system shall be issued until complete plumbing plans, with appropriate data satisfactory to the Authority Having Jurisdiction, have been submitted and approved. 504.3 System Changes. No changes or connections shall be made to either the on-site treated non-potable water system or the potable water system within any site containing an onsite treated non-potable water system without approval by the Authority Having Jurisdiction. 504.4 Connections to Potable or Reclaimed (Recycled) Water Systems. On-site treated non-potable water systems shall have no connection to any potable water supply or reclaimed (recycled) water source system. Potable or reclaimed (recycled) water is permitted to be used as makeup water for a non-pressurized storage tank provided the makeup water supply is protected by an airgap in accordance with the plumbing code. 504.5 Initial Cross-Connection Test. A cross-connection test is required in accordance with Section 501.11.2. Before the building is occupied or the system is activated, the installer shall perform the initial cross-connection test in the presence of the Authority Having Jurisdiction and other authorities having jurisdiction. The test shall be ruled successful by the Authority Having Jurisdiction before final approval is granted. 504.6 On-Site Treated Non-Potable Water System Materials. On-site treated non-potable water supply and distribution system materials shall comply with the requirements of the plumbing code for potable water supply and distribution systems, unless otherwise provided for in this section. 504.7 On-Site Treated Non-Potable Water Devices and Systems. Devices or equipment used to treat on-site treated non-potable water in order to maintain the minimum water quality requirements determined by the Authority GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Having Jurisdiction shall be listed or labeled (third-party certified) by a listing agency (accredited conformity assessment body) or approved by the Authority Having Jurisdiction and approved for the intended application. Devices or equipment used to treat on-site treated non-potable water for use in water closet and urinal flushing, surface irrigation and similar applications shall be listed and labeled to IAPMO IGC2072009a, NSF 350-2011 or approved by the Authority Having Jurisdiction. 504.8 On-Site Treated Non-Potable Water System Color and Marking Information. On-site treated water systems shall have a colored background in accordance with the plumbing code. On-site treated water systems shall be marked, in lettering in accordance with the plumbing code, with the words: “CAUTION: ON-SITE TREATED NONPOTABLE WATER, DO NOT DRINK.” Field marking of pipe meeting these requirements shall be acceptable. 504.9 Valves. Valves, except fixture supply control valves, shall be equipped with a locking feature. 504.10 Design and Installation. The design and installation of on-site treated non-potable systems shall be in accordance with Section 504.10.1 through Section 504.10.5. 504.10.1 Listing Terms and Installation Instructions. On-site treated non-potable water systems shall be installed in accordance with the terms of its listing and the manufacturer’s installation instructions. 504.10.2 Minimum Water Quality. On-site treated non-potable water supplied to toilets or urinals or for other uses in which it is sprayed or exposed shall be disinfected. Acceptable disinfection methods shall include chlorination, ultraviolet sterilization, ozone, or other methods as approved by the Authority Having Jurisdiction. The minimum water quality for on-site treated non-potable water systems shall meet the applicable water quality requirements for the intended applications as determined by the Authority Having Jurisdiction. 504.10.3 Deactivation and Drainage. The on-site treated non-potable 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 deactivation or drainage as required for cross-connection test in accordance with Section 501.11.2. 504.10.4 Near Underground Potable Water Pipe. On-site treated non-potable water pipes shall be permitted to be run or laid in the same trench as potable water pipes with a 12 inch (305 mm) minimum vertical and horizontal separation when both pipe materials are approved for use within a building. Where piping materials do not meet this requirement the minimum separation shall be increased to 60 inches (1524 mm). The potable water piping shall be installed at an elevation above the on-site treated non-potable water piping. 504.10.5 Required Filters. A filter permitting the passage of particulates no larger than 100 microns (100 25 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS µm) shall be provided for on-site treated non-potable water supplied to water closets, urinals, trap primers, and drip irrigation system. 504.11 Signs. Signs in buildings using on-site treated nonpotable water shall be in accordance with Section 501.10. 504.12 Inspection and Testing. On-site treated nonpotable water systems shall be inspected and tested in accordance with Section 501.11. 505.0 Non-Potable Rainwater Catchment Systems. 505.1 General. The provisions of this section shall apply to the installation, construction, alteration, and repair of rainwater catchments systems intended to supply uses such as water closets, urinals, trap primers for floor drains and floor sinks, irrigation, industrial processes, water features, cooling tower makeup and other uses approved by the Authority Having Jurisdiction. Additional design criteria can be found in the ARCSA/ASPE Rainwater Catchment Design and Installation Standard. 505.2 Plumbing Plan Submission. No permit for any rainwater catchment system requiring a permit 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 rainwater catchment or the potable water system within any site containing a rainwater catchment water system without approval by the Authority Having Jurisdiction. 505.3 System Changes. No changes or connections shall be made to either the rainwater catchment system or the potable water system within any site containing a rainwater catchment system requiring a permit without approval by the Authority Having Jurisdiction. 505.4 Connections to Potable or Reclaimed (Recycled) Water Systems. Rainwater catchment systems shall have no direct connection to any potable water supply or alternate water source system. Potable or reclaimed (recycled) water is permitted to be used as makeup water for a rainwater catchment system provided the potable or reclaimed (recycled) water supply connection is protected by an airgap or reduced-pressure principle backflow preventer in accordance with the plumbing code. 505.5 Initial Cross-Connection Test. Where any portion of a rainwater catchment system is installed within a building, a cross-connection test is required in accordance with 505.11.2. Before the building is occupied or the system is activated, the installer shall perform the initial cross-connection test in the presence of the Authority Having Jurisdiction and other authorities having jurisdiction. The test shall be ruled successful by the Authority Having Jurisdiction before final approval is granted. 505.6 Sizing. The design and size of rainwater drains, gutters, conductors, and leaders shall be in accordance with the plumbing code. 505.7 Rainwater Catchment System Materials. Rainwater catchment system materials shall be in accordance with Section 505.7.1 through Section 505.7.4. 26 505.7.1 Water Supply and Distribution Materials. Rainwater catchment water supply and distribution materials shall comply with the requirements of the plumbing code for potable water supply and distribution systems, unless otherwise provided for in this section. 505.7.2 Rainwater Catchment System Drainage Materials. Materials used in rainwater catchment drainage systems, including gutters, downspouts, conductors, and leaders shall comply with the requirements of the plumbing code for storm drainage. 505.7.3 Storage Tanks. Rainwater storage tanks shall be in accordance with Section 505.9.5. 505.7.4 Collections Surfaces. The collection surface shall be constructed of a hard, impervious material. 505.8 Rainwater Catchment Water System Color and Marking Information. Rainwater catchment systems shall have a colored background in accordance with the plumbing code. Rainwater catchment systems shall be marked, in lettering in accordance with the plumbing code, with the words: “CAUTION: NON-POTABLE RAINWATER WATER, DO NOT DRINK.” 505.9 Design and Installation. 505.9.1 Outside Hose Bibbs. Outside hose bibbs shall be allowed on rainwater piping systems. Hose bibbs supplying rainwater shall be marked with the words: “CAUTION: NON-POTABLE WATER, DO NOT DRINK” and the symbol in Figure 503.9. 505.9.2 Deactivation and Drainage for Crossconnection Test. The rainwater catchment system and the potable water system within the building shall be provided with the required appurtenances (e.g., valves, air or vacuum relief valves, etc.) to allow for deactivation or drainage as required for cross-connection test in Section 501.11.2. 505.9.3 Collection Surfaces. 505.9.3.1 Rainwater Catchment System Surfaces. Rainwater shall be collected from roof surfaces or other manmade, aboveground collection surfaces. 505.9.3.2 Other Surfaces. Natural precipitation collected from surface water runoff, vehicular parking surfaces or manmade surfaces at or below grade shall comply with the stormwater requirements for on-site treated non-potable water systems in Section 504.0. 505.9.3.3 Prohibited Discharges. Overflows and bleed-off pipes from roof-mounted equipment and appliances shall not discharge onto roof surfaces that are intended to collect rainwater. 505.9.4 Minimum Water Quality. The minimum water quality for harvested rainwater shall meet the applicable water quality requirements for the intended applications as determined by the Authority Having Jurisdiction. In the absence of water quality requirements determined by the Authority Having Jurisdiction, the minimum treatment and water quality shall also comply with Table 505.9.4. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS 505.9.5 Rainwater Storage Tanks. Rainwater storage tanks shall be constructed and installed in accordance with Section 505.9.5.1 through Section 505.9.5.8. 505.9.5.1 Construction. Rainwater storage shall be constructed of solid, durable materials not subject to excessive corrosion or decay and shall be watertight. Storage tanks shall be approved by the Authority Having Jurisdiction, provided such tanks comply with approved applicable standards. 505.9.5.2 Location. Rainwater storage tanks shall be permitted to be installed above or below grade. 505.9.5.3 Above Grade. Above grade storage tanks shall be of an opaque material, approved for aboveground use in direct sunlight or shall be shielded from direct sunlight. Tanks shall be installed in an accessible location to allow for inspection and cleaning. The tank shall be installed on a foundation or platform that is constructed to accommodate all loads in accordance with the building code. 505.9.5.4 Below Grade. Rainwater storage tanks installed below grade shall be structurally designed to withstand all anticipated earth or other loads. Holding tank covers shall be capable of supporting an earth load of not less than 300 pounds per square foot (lb/ft2) (1465 kg/m2) when the tank is designed for underground installation. Below grade rainwater tanks installed underground shall be provided with manholes. The manhole opening shall be a minimum diameter of 20 inches (508 mm) and located a minimum of 4 inches (102 mm) above the surrounding grade. The surrounding grade shall be sloped away from the manhole. Underground tanks shall be ballasted, anchored, or otherwise secured, to prevent the tank from floating out of the ground when empty. The combined weight of the tank and hold down system should meet or exceed the buoyancy force of the tank. 505.9.5.5 Drainage and Overflow. Rainwater storage tanks shall be provided with a means of draining and cleaning. The overflow drain shall not be equipped with a shutoff valve. The overflow outlet shall discharge as required by the plumbing code for storm drainage systems. Where discharging to the storm drainage system, the overflow drain shall be protected from backflow of the storm drainage system by a backwater valve or other approved method. TABLE 505.9.4 MINIMUM WATER QUALITY APPLICATION Car washing Subsurface and drip irrigation MINIMUM TREATMENT Debris excluder or other approved means in compliance with Section 505.9.10, and 100 Micron (100 µm) in compliance with Section 505.9.11 for drip irrigation. Debris excluder or other approved means in compliance with Section 505.9.10, and 100 Micron (100 µm) in compliance with Section 505.9.11 for drip irrigation. Spray irrigation where the maximum Debris excluder or other approved means in compliance storage volume is less than 360 with Section 505.9.10, and gallons (1363 L) Disinfection in accordance with Section 505.9.8. MINIMUM WATER QUALITY N/A N/A N/A Spray irrigation where the maximum Debris excluder or other approved means in compliance Escherichia coli: < 100 CFU/100 mL, and storage volume is equal to or greater with Section 505.9.10. Turbidity: < 10 NTU than 360 gallons (1363 L) Debris excluder or other approved means in compliance Escherichia coli: < 100 CFU/100 mL, and Urinal and water closet flushing, with Section 505.9.10, and clothes washing, and trap priming 100 Micron (100 µm) in compliance with Section Turbidity: < 10 NTU 505.9.11. Ornamental fountains and other water Debris excluder or other approved means in compliance Escherichia coli: < 100 CFU/100 mL, and features with Section 505.9.10. Turbidity: < 10 NTU Cooling tower make up water Debris excluder or other approved means in compliance with Section 505.9.10, and Escherichia coli: < 100 CFU/100 mL, and 100 Micron (100 µm) in compliance with Section Turbidity: < 10 NTU 505.9.11. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 27 ALTERNATE WATER SOURCES FOR NON-POTABLE APPLICATIONS 505.9.5.5.1 Overflow Outlet Size. The overflow outlet shall be sized to accommodate the flow of the rainwater entering the tank and not less than the aggregate cross-sectional area of all inflow pipes. 505.9.5.6 Opening and Access Protection. 505.9.5.6.1 Animals and Insects. Rainwater tank openings shall be protected to prevent the entrance of insects, birds, or rodents into the tank. 505.9.5.6.2 Human Access. Rainwater tank access openings exceeding 12 inches (305 mm) in diameter shall be secured to prevent tampering and unintended entry by either a lockable device or other approved method. 505.9.5.7 Marking. Rainwater tanks shall be permanently marked with the capacity and the language: “NON-POTABLE RAINWATER.” Where openings are provided to allow a person to enter the tank, the opening shall be marked with the following language: “DANGER-CONFINED SPACE.” 505.9.5.8 Storage Tank Venting. Where venting by means of drainage or overflow piping is not provided or is considered insufficient, a vent shall be installed on each tank. The vent shall extend from the top of the tank and terminate a minimum of 6 inches (152 mm) above grade and shall be a minimum of 1-½ inches (38 mm) in diameter. The vent terminal shall be directed downward and covered with a 3/32 inch (2.4 mm) mesh screen to prevent the entry of vermin and insects. 505.9.6 Pumps. Pumps serving rainwater catchment systems shall be listed. Pumps supplying water to water closets, urinals, and trap primers shall be capable of delivering not less than 15 psi (103 kPa) residual pressure at the highest and most remote outlet served. Where the water pressure in the rainwater supply system within the building exceeds 80 psi (552 kPa), a pressure reducing valve reducing the pressure to 80 psi (552 kPa) or less to all water outlets in the building shall be installed in accordance with the plumbing code. 505.9.7 Roof Drains. Primary and secondary roof drains, conductors, leaders, and gutters shall be designed and installed in accordance with the plumbing code. 505.9.8 Water Quality Devices and Equipment. Devices and equipment used to treat rainwater to maintain the minimum water quality requirements determined by the Authority Having Jurisdiction shall be listed or labeled (third-party certified) by a listing agency (accredited conformity assessment body) and approved for the intended application. 505.9.9 Freeze Protection. Tanks and piping installed in locations subject to freezing shall be provided with an adequate means of freeze protection. 505.9.10 Debris Removal. The rainwater catchment conveyance system shall be equipped with a debris excluder or other approved means to prevent the accu- 28 mulation of leaves, needles, other debris and sediment from entering the storage tank. Devices or methods used to remove debris or sediment shall be accessible and sized and installed in accordance with manufacturer’s installation instructions. 505.9.11 Required Filters. A filter permitting the passage of particulates no larger than 100 microns (100 µm) shall be provided for rainwater supplied to water closets, urinals, trap primers, and drip irrigation system. 505.9.12 Roof Gutters. Gutters shall maintain a minimum slope and be sized in accordance with the plumbing code. 505.10 Signs. Signs in buildings using rainwater water shall be in accordance with Section 501.10. 505.11 Inspection and Testing. Rainwater catchment systems shall be inspected and tested in accordance with Section 501.11. 505.11.1 Supply System Inspection and Test. Rainwater catchment systems shall be inspected and tested in accordance with Section 501.11 and the applicable provisions of the plumbing code for testing of potable water and storm drainage systems. Storage tanks shall be filled with water to the overflow opening for a period of 24 hours and during inspection or by other means as approved by the Authority Having Jurisdiction. All seams and joints shall be exposed during inspection and checked for water tightness. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 6 WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION 601.0 General. 601.1 Scope. The provisions of this chapter shall establish the means of conserving potable and non-potable water and energy associated with the generation and use of hot water in a building. This includes provisions for the hot water distribution system, which is the portion of the potable water distribution system between a water heating device and the plumbing fixtures, including all dedicated return piping and appurtenances to the water heating device in a recirculation system. 601.2 Insulation. Hot water supply and return piping shall be thermally insulated. The wall thickness of the insulation shall be equal to the nominal diameter of the pipe up to 2 inches (50 mm). The wall thickness shall be not less than 2 inches (50 mm) for nominal pipe diameters exceeding 2 inches (50 mm). The conductivity of the insulation [k-factor (Btu•in/(h•ft2•ºF))], measured radially, shall be less than or equal to 0.28 [Btu•in/(h•ft2•ºF)] [0.04 W/(m•k)]. Hot water piping to be insulated shall be installed such that insulation is continuous. Pipe insulation shall be installed to within ¼ inch (6.4 mm) of all appliances, appurtenances, fixtures, structural members, or a wall where the pipe passes through to connect to a fixture within 24 inches (610 mm). Building cavities shall be large enough to accommodate the combined diameter of the pipe plus the insulation, plus any other objects in the cavity that the piping must cross. Pipe supports shall be installed on the outside of the pipe insulation. Exceptions: (1) Where the hot water pipe is installed in a wall that is not of sufficient width to accommodate the pipe and insulation, the insulation thickness shall be permitted to have the maximum thickness that the wall can accommodate and not less than ½ inch (12.7 mm) thick. (2) Hot water supply piping exposed under sinks, lavatories, and similar fixtures. (3) Where hot water distribution piping is installed within attic, crawlspace, or wall insulation. (a) In attics and crawlspaces the insulation shall cover the pipe not less than 5 inches (140 mm) further away from the conditioned space. (b) In walls, the insulation must completely surround the pipe with not less than 1 inch (25.4 mm) of insulation. (c) If burial within the insulation will not completely or continuously surround the pipe, then these exceptions do not apply. 601.3 Recirculation Systems. 601.3.1 Pump Operation. 601.3.1.1 For Low-Rise Residential Buildings. Circulating hot water systems shall be arranged so that the circulating pump(s) can be turned off (automatically or manually) when the hot GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT water system is not in operation. [ASHRAE 90.2:7.2] 601.3.1.2 For Pumps Between Boilers and Storage Tanks. When used to maintain storage tank water temperature, recirculating pumps shall be equipped with controls limiting operation to a period from the start of the heating cycle to a maximum of 5 minutes after the end of the heating cycle. [ASHRAE 90.1:7.4.4.4] 601.3.2 Recirculation Pump Controls. Pump controls shall include on-demand activation or time clocks combined with temperature sensing. Time clock controls for pumps shall not let the pump operate more than 15 minutes every hour. Temperature sensors shall stop circulation when the temperature set point is reached and shall be located on the circulation loop at or near the last fixture. The pump, pump controls and temperature sensors shall be accessible. Pump operation shall be limited to the building’s hours of operation. 601.3.3 Temperature Maintenance Controls. For other than low-rise residential buildings, systems designed to maintain usage temperatures in hot-water pipes, such as recirculating hot-water systems or heat trace, shall be equipped with automatic time switches or other controls that can be set to switch off the usage temperature maintenance system during extended periods when hot water is not required. [ASHRAE 90.1:7.4.4.2] 601.3.4 System Balancing. Systems with multiple recirculation zones shall be balanced to uniformly distribute hot water, or they shall be operated with a pump for each zone. The circulation pump controls shall comply with the provisions of Section 601.3.2. 601.3.5 Flow Balancing Valves. Flow balancing valves shall be a factory preset automatic flow control valve, a flow regulating valve, or a balancing valve with memory stop. 601.3.6 Air Elimination. Provision shall be made for the elimination of air from the return system. 601.3.7 Gravity or Thermosyphon Systems. Gravity or thermosyphon systems are prohibited. 602.0 Service Hot Water – Low-Rise Residential Buildings. 602.1 General. The service water heating system for singlefamily houses, multi-family structures of three stories or fewer above grade, and modular houses shall be in accordance with Section 602.2 through Section 602.7. The service water heating system of all other buildings shall be in accordance with Section 603.0. 602.2 Water Heaters and Storage Tanks. Residentialtype water heaters, pool heaters, and unfired water heater storage tanks shall meet the minimum performance requirements specified by federal law. 29 WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION Unfired storage water heating equipment shall have a heat loss through the tank surface area of less than 6.5 British thermal units per hour per square foot (Btu/h•ft2) (20.5 W/m2). [ASHRAE 90.2:7.1] 602.3 Recirculation Systems. Recirculation systems shall meet the provisions in Section 601.3. 602.4 Central Water Heating Equipment. Service water heating equipment (central systems) that does not fall under the requirements for residential-type service water heating equipment addressed in Section 602.0 shall meet the applicable requirements for service water-heating equipment found in Section 603.0. [ASHRAE 90.2:7.3] 602.5 Insulation. Insulation of hot water and return piping shall meet the provisions of Section 601.2. 602.6 Hard Water. Where water has hardness equal to or exceeding 9 grains per gallon (gr/gal) (154 mg/L) measured as total calcium carbonate equivalents, the water supply line to water heating equipment in new one- and two family dwellings shall be roughed-in to allow for the installation of water treatment equipment. 602.7 Maximum Volume of Hot Water. The maximum volume of water contained in the hot water distribution shall comply with Sections 602.7.1 or 602.7.2. The water volume shall be calculated using Table 602.7. 602.7.1 Maximum Volume of Hot Water Without Recirculation or Heat Trace. The maximum volume of water contained in the hot water distribution pipe between the water heater and any fixture fitting shall not exceed 32 ounces (oz) (946 mL). Where a fixture fitting shut off valve (supply stop) is installed ahead of the fixture fitting, the maximum volume of water is permitted to be calculated between the water heater and the fixture fitting shut off valve (supply stop). 602.7.2 Maximum Volume of Hot Water with Recirculation or Heat Trace. The maximum volume of water contained in the branches between the recirculation loop or electrically heat traced pipe and the fixture fitting shall not exceed a 16 oz (473 mL). Where a fixture fitting shut off valve (supply stop) is installed ahead of the fixture fitting, the maximum volume of water is permitted to be calculated between the recirculation loop or electrically heat traced pipe and the fixture fitting shut off valve (supply stop). Exception: Whirlpool bathtubs or bathtubs that are not equipped with a shower are exempted from the requirements of Section 602.7. 602.7.3 Hot Water System Submeters. Where a hot water pipe from a circulation loop or electric heat trace line is equipped with a submeter, the hot water distribution system downstream of the submeter shall have either an end-of-line hot water circulation pump or shall be electrically heat traced. The maximum volume of water in any branch from the circulation loop or electric heat trace line downstream of the submeter shall not exceed 16 oz (473 mL). If there is no circulation loop or electric heat traced line downstream of the submeter, the submeter shall be located within 2 feet (610 mm) of the central hot water system; or the branch line to the submeter shall be circulated or heat traced to within 2 feet of the submeter. The maximum volume from the submeter to each fixture shall not exceed 32 oz (946 mL). The circulation pump controls shall comply with the provisions of Section 601.3.2. 603.0 Service Hot Water – Other Than Low-Rise Residential Buildings. 603.1 General. The service hot water, other than singlefamily houses, multi-family structures of three stories or fewer above grade, and modular houses, shall comply with this section. 603.2 Service Water Heating. 603.2.1 New Buildings. Service water heating systems and equipment shall comply with the requirements of this section as described in Section 603.3. [ASHRAE 90.1:7.1.1.1] TABLE 602.7 WATER VOLUME FOR DISTRIBUTION PIPING MATERIALS OUNCES OF WATER PER FOOT LENGTH OF PIPING NOMINAL SIZE (inch) COPPER M COPPER L COPPER K CPVC CTS SDR 11 CPVC SCH 40 PEX-ALPEX PE-ALPE ⁄8 1.06 0.97 0.84 NA 1.17 0.63 0.63 NA 3 CPVC PEX CTS SCH 80 SDR 9 PE-RT SDR 9 PP SDR 6 PP SDR 7.3 PP SDR 11 0.64 0.64 0.91 1.09 1.24 ⁄2 1.69 1.55 1.45 1.25 1.89 1.31 1.31 1.46 1.18 1.18 1.41 1.68 2.12 3 ⁄4 3.43 3.22 2.90 2.67 3.38 3.39 3.39 2.74 2.35 2.35 2.23 2.62 3.37 1 5.81 5.49 5.17 4.43 5.53 5.56 5.56 4.57 3.91 3.91 3.64 4.36 5.56 1 1 ⁄4 8.70 8.36 8.09 6.61 9.66 8.49 8.49 8.24 5.81 5.81 5.73 6.81 8.60 1 1 ⁄2 12.18 11.83 11.45 9.22 13.20 13.88 13.88 11.38 8.09 8.09 9.03 10.61 13.47 2 21.08 20.58 20.04 15.79 21.88 21.48 21.48 19.11 13.86 13.86 14.28 16.98 21.39 1 For SI units: 1 foot = 304.8 mm, 1 ounce = 29.573 mL 30 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION TABLE 603.4.2 PERFORMANCE REQUIREMENTS FOR WATER HEATING EQUIPMENT [ASHRAE 90.1: TABLE 7.8] SIZE CATEGORY (INPUT) SUBCATEGORY OR RATING CONDITION PERFORMANCE REQUIRED1 TEST PROCEDURE2,3 ≤12 kW Resistance ≥20 gal 0.93–0.00132V EF DOE 10 CFR Part 430 ≤12 kW Resistance ≥20 gal 0.97–0.00132V EF DOE 10 CFR Part 430 >12 kW Resistance ≥20 gal 20 + 35√V SL, Btu/h Section G.2 of ANSI Z21.10.3 ≤24 Amps and ≤250 Volts Heat Pump 0.93–0.00132V EF DOE 10 CFR Part 430 ≤75 000 Btu/h ≥20 gal 0.62–0.0019V EF DOE 10 CFR Part 430 >75 000 Btu/h <4000 (Btu/h)/gal 80% Et (Q/800 + 110√V)SL, Btu/h Sections G.1 and G.2 of ANSI Z21.10.3 >50 000 Btu/h and <200 000 Btu/h ≥4000 (Btu/h)/gal and <2 gal 0.62–0.0019V EF DOE 10 CFR Part 430 ≥200 000 Btu/h4 ≥4000 (Btu/h)/gal and <10 gal 80% Et ≥200 000 Btu/h ≥4000 (Btu/h)/gal and ≥10 gal 80% Et (Q/800 + 110√V) SL, Btu/h ≤ 12 kW ≥ 4000 (Btu/h)/gal and < 2 gal 0.93 – (0.00132•V) EF DOE 10 CFR Part 430 > 12 kW ≥ 4000 (Btu/h)/gal and < 2 gal 95% Et Section G.2 of ANSI Z21.10.3 ≤105 000 Btu/h ≥20 gal 0.59-0.0019V EF DOE 10 CFR Part 430 >105 000 Btu/h <4000 (Btu/h)/gal 78% Et (Q/800 + 110√V) SL, Btu/h Sections G.1 and G.2 of ANSI Z21.10.3 ≤210 000 Btu/h ≥4000 (Btu/h)/gal and <2 gal 0.59–0.0019V EF DOE 10 CFR Part 430 >210 000 Btu/h ≥4000 (Btu/h)/gal and <10 gal 80% Et >210 000 Btu/h ≥4000 (Btu/h)/gal and ≥10 gal 78% Et (Q/800 + 110√V) SL, Btu/h ≥300 000 Btu/h and <12 500 000 Btu/h ≥4000 (Btu/h)/gal and <2 gal 80% Et Hot-water supply boilers, gas ––––– ≥4000 (Btu/h)/gal and <10 gal 80% Et (Q/800 + 110√V) SL, Btu/h Hot-water supply boilers, oil ––––– ≥4000 (Btu/h)/gal and ≥10 gal 78% Et (Q/800 + 110√V) SL, Btu/h All ––––– 78% Et ASHRAE 146 Heat pump pool heaters All 50.0°F db 44.2°F wb Outdoor air 80.0°F Entering Water 4.0 COP AHRI 1160 Unfired storage tanks All R-12.5 (none) EQUIPMENT TYPE Electric Table Top Water Heaters Electric water heaters Gas storage water heaters Gas instantaneous water heaters Electronic instantaneous water heaters 5 Oil storage water heaters Oil instantaneous water heaters Hot-water supply boilers, gas and oil Pool heaters, oil and gas Sections G.1 and G.2 of ANSI Z21.10.3 Sections G.1 and G.2 of ANSI Z21.10.3 Sections G.1 and G.2 of ANSI Z21.10.3 For SI units: 1 gallon = 3.785 L, 1000 British thermal units per hour = 0.293 kW, 1 degree Fahrenheit = t/cº = (t/ºF-32)/1.8 1 Energy factor (EF) and thermal efficiency (E ) are minimum requirements, while standby loss (SL) is maximum Btu/h (W) based on a 70°F (21ºC) t temperature difference between stored water and ambient requirements. In the EF equation, V is the rated volume in gallons. In the SL equation, V is the rated volume in gallons and Q is the nameplate input rate in Btu/h. 2 Section 12 of ASHRAE 90.1 contains a complete specification, including the year version, of the referenced test procedure. 3 Section G1 is titled “Test Method for Measuring Thermal Efficiency” and Section G2 is titled “Test Method for Measuring Standby Loss.” 4 Instantaneous water heaters with input rates below 200 000 Btu/h (58.6 kW) must comply with these requirements if the water heater is designed to heat water to temperatures of 180°F (82ºC) or higher. 5 Not part of ASHRAE 90.1 Table 7-8. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 31 WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION 603.2.2 Additions to Existing Buildings. Service water heating systems and equipment shall comply with the requirements of this section. Exception: When the service water heating to an addition is provided by existing service water heating systems and equipment, such systems and equipment shall not be required to comply with this supplement. However, any new systems or equipment installed must comply with specific requirements applicable to those systems and equipment. [ASHRAE 90.1:7.1.1.2] 603.2.3 Alterations to Existing Buildings. Building service water heating equipment installed as a direct replacement for existing building service water heating equipment shall comply with the requirements of Section 603.0 applicable to the equipment being replaced. New and replacement piping shall comply with Section 603.4.3. Exception: Compliance shall not be required where there is insufficient space or access to meet these requirements. [ASHRAE 90.1:7.1.1.3] 603.3 Compliance Path(s). 603.3.1 General. Compliance shall be achieved by meeting the requirements of Section 603.1, General; Section 603.4, Mandatory Provisions; Section 603.5, Prescriptive Path; and Section 603.6, Submittals. [ASHRAE 90.1:7.2.1] 603.3.2 Energy Cost Budget Method. Projects using the Energy Cost Budget Method (Section 11 of ASHRAE 90.1) for demonstrating compliance with the standard shall meet the requirements of Section 603.4, Mandatory Provisions, in conjunction with Section 11 of ASHRAE 90.1, Energy Cost Budget Method. [ASHRAE 90.1:7.2.2] 603.4 Mandatory Provisions. 603.4.1 Load Calculations. Service water heating system design loads for the purpose of sizing systems and equipment shall be determined in accordance with manufacturers’ published sizing guidelines or generally accepted engineering standards and handbooks acceptable to the adopting authority (e.g., ASHRAE Handbook – HVAC Applications). [ASHRAE 90.1:7.4.1] 603.4.2 Equipment Efficiency. Water heating equipment, hot-water supply boilers used solely for heating potable water, pool heaters, and hot-water storage tanks shall meet the criteria listed in Table 603.4.2. Where multiple criteria are listed, all criteria shall be met. Omission of minimum performance requirements for certain classes of equipment does not preclude use of such equipment where appropriate. Equipment not listed in Table 603.4.2 has no minimum performance requirements. Exceptions: Water heaters and hot-water supply boilers having more than 140 gallons (530 L) of storage capacity are not required to meet the standby loss (SL) requirements of Table 603.4.2 when: (1) The tank surface is thermally insulated to R-12.5. (2) A standing pilot light is not installed. 32 (3) Gas- or oil-fired storage water heaters have a flue damper or fan-assisted combustion. [ASHRAE 90.1:7.4.2] 603.4.3 Insulation. Insulation of hot water and return piping shall meet the provisions in Section 601.2. 603.4.4 Hot Water System Design. 603.4.4.1 Recirculation Systems. Recirculation systems shall meet the provisions in Section 601.3. 603.4.4.4 Maximum Volume of Hot Water. The maximum volume of water contained in hot water distribution lines between the water heater and the fixture stop or connection to showers, kitchen faucets, and lavatories shall be determined in accordance with Section 602.7. 603.4.5 Service Water Heating System Controls. 603.4.5.1 Temperature Controls. Temperature controls shall be provided that allow for storage temperature adjustment from 120°F (49ºC) or lower to a maximum temperature compatible with the intended use. Exception: When the manufacturers’ installation instructions specify a higher minimum thermostat setting to minimize condensation and resulting corrosion. [ASHRAE 90.1:7.4.4.1] 603.4.5.2 Outlet Temperature Controls. Temperature controlling means shall be provided to limit the maximum temperature of water delivered from lavatory faucets in public facility restrooms to 110°F (43ºC). [ASHRAE 90.1:7.4.4.3] 603.4.6 Pools. 603.4.6.1 Pool Heaters. Pool heaters shall be equipped with a readily accessible ON/OFF switch to allow shutting off the heater without adjusting the thermostat setting. Pool heaters fired by natural gas shall not have continuously burning pilot lights. [ASHRAE 90.1:7.4.5.1] 603.4.6.2 Pool Covers. Heated pools shall be equipped with a vapor retardant pool cover on or at the water surface. Pools heated to more than 90°F (32ºC) shall have a pool cover with a minimum insulation value of R-12. Exception: Pools deriving over 60 percent of the energy for heating from site-recovered energy or solar energy source. [ASHRAE 90.1:7.4.5.2] 603.4.6.3 Time Switches. Time switches shall be installed on swimming pool heaters and pumps. Exceptions: (1) Where public health standards require 24-hour pump operation. (2) Where pumps are required to operate solar and waste heat recovery pool heating systems. [ASHRAE 90.1:7.4.5.3] GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT WATER HEATING DESIGN, EQUIPMENT AND INSTALLATION 603.4.7 Heat Traps. Vertical pipe risers serving storage water heaters and storage tanks not having integral heat traps and serving a nonrecirculating system shall have heat traps on both the inlet and outlet piping as close as practical to the storage tank. A heat trap is a means to counteract the natural convection of heated water in a vertical pipe run. The means is either a device specifically designed for the purpose or an arrangement of tubing that forms a loop of 360 degrees (6.28 rad) or piping that from the point of connection to the water heater (inlet or outlet) includes a length of piping directed downward before connection to the vertical piping of the supply water or hot-water distribution system, as applicable. [ASHRAE 90.1:7.4.6] 603.5 Prescriptive Path. 603.5.1 Space Heating and Water Heating. The use of a gas-fired or oil-fired space-heating boiler system otherwise complying with Section 603.0 to provide the total space heating and water heating for a building is allowed when one of the following conditions is met: (1) The single space-heating boiler, or the component of a modular or multiple boiler system that is heating the service water, has a standby loss in Btu/h (kW) not exceeding (13.3 × pmd + 400)/n, where (pmd) is the probable maximum demand in gallons per hour, determined in accordance with the procedures described in generally accepted engineering standards and handbooks, and (n) is the fraction of the year when the outdoor daily mean temperature is greater than 64.9°F (18.28ºC). The standby loss is to be determined for a test period of 24 hours duration while maintaining a boiler water temperature of at least 90°F (32ºC) above ambient, with an ambient temperature between 60°F (16ºC) and 90°F (32ºC). For a boiler with a modulating burner, this test shall be conducted at the lowest input. (2) It is demonstrated to the satisfaction of the Authority Having Jurisdiction that the use of a single heat source will consume less energy than separate units. (3) The energy input of the combined boiler and water heater system is less than 150 000 Btu/h (44 kW). [ASHRAE 90.1:7.5.1] 603.5.2 Service Water Heating Equipment. Service water heating equipment used to provide the additional function of space heating as part of a combination (integrated) system shall satisfy all stated requirements for the service water heating equipment. [ASHRAE 90.1:7.5.2] 603.5.3 Heat Recovery for Service Water Heating. 603.5.3.1 Condenser heat recovery systems shall be installed for heating or preheating of service hot water provided all of the following are true: (1) The facility operates 24 hours a day. (2) The total installed heat rejection capacity of the water-cooled systems exceeds 6 000 000 Btu/h (1758 kW) of heat rejection. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (3) The design service water heating load exceeds 1 000 000 Btu/h (293 kW). [ASHRAE 90.1:6.5.6.2.1] 603.5.3.2 The required heat recovery system shall have the capacity to provide the smaller of: (1) Sixty percent of the peak heat rejection load at design conditions. (2) Preheat of the peak service hot water draw to 85°F (29ºC). [ASHRAE 90.1:6.5.6.2.2] Exceptions: (a) Facilities that employ condenser heat recovery for space heating with a heat recovery design exceeding 30 percent of the peak water-cooled condenser load at design conditions. (b) Facilities that provide 60 percent of their service water heating from site-solar or site-recovered energy or from other sources. 603.6 Submittals. 603.6.1 General. The Authority Having Jurisdiction shall require submittal of compliance documentation and supplemental information, in accordance with Section 103.0 of this supplement and the applicable mechanical and building codes. 604.0 Solar Water Heating Systems. 604.1 General. The erection, installation, alteration, addition to, use or maintenance of solar water heating systems shall be in accordance with this section and the Uniform Solar Energy Code. 604.2 Annual Inspection and Maintenance. Solar energy systems that utilize a heat transfer fluid shall be inspected annually, unless inspections are required on a more frequent basis by the solar energy system manufacturer. 605.0 Hard Water. 605.1 Softening and Treatment. Where water has hardness equal to or exceeding 10 gr/gal (171 mg/L) measured as total calcium carbonate equivalents, the water supply line to water heating equipment and the circuit of boilers shall be softened or treated to prevent accumulation of lime scale and consequent reduction in energy efficiency. 606.0 Drain Water Heat Exchangers. Drain water heat exchangers shall comply with IAPMO PS-92. The heat exchanger shall be accessible. 33 34 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 7 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT - ENERGY EFFICIENCY 701.0 General. 701.1 Scope. The provisions of this chapter shall establish the means of enhancing energy efficiency associated with mechanical systems in a building. 702.0 Heating, Ventilation, and Air-Conditioning Low-Rise Residential Buildings. 702.1 General. The heating, ventilating, air-conditioning, for single-family houses, multi-family structures of three stories or fewer above grade, and modular houses shall be in accordance with Section 702.2 through Section 702.13. The heating, ventilation, and air-conditioning system of other buildings shall be in accordance with Section 703.0. 702.2 Heating, Ventilating, and Air-Conditioning Systems and Equipment. This section shall regulate only equipment using single-phase electric power, air conditioners, and heat pumps with rated cooling capacities less than 65 000 British thermal units per hour (Btu/h) (19.0 kW), warm air furnaces with rated heating capacities less than 225 000 Btu/h (66 kW), boilers less than 300 000 Btu/h (88 kW) input, and heating-only heat pumps with rated heating capacities less than 65 000 Btu/h (19.0 kW). [ASHRAE 90.2:6.2] 702.2.1 Non-Residential Type Systems and Equipment. Heating, ventilating, and air-conditioning systems and equipment that does not fall under the requirements in Section 702.0 shall be in accordance with the applicable requirements of Section 703.0. 702.3 Balancing. The air distribution system design, including outlet grilles, shall provide a means for balancing the air distribution system unless the design procedure provides a system intended to operate within ± 10 percent of design air quantities. [ASHRAE 90.2:6.3] 702.3.1 Balancing Dampers. Balancing dampers shall be installed in all branch ducts and the axis of the damper must be installed parallel to the direction of airflow in the main duct. 702.4 Ducts. Ducts shall be sized, installed, and tested in accordance with Section 702.4.1 through Section 702.4.4. 702.4.1 Insulation for Ducts. Portions of the air distribution system installed in or on buildings for heating and cooling shall be R-8. When the mean outdoor dew-point temperature in any month exceeds 60°F (16°C), vapor retarders shall be installed on conditioned-air supply ducts. Vapor retarders shall have a water vapor permeance not exceeding 0.5 perm [0.0000000000286 kg/(Pa•s•m2)] when tested in accordance with Procedure A in ASTM E96. Insulation is not required when the ducts are within the conditioned space. [ASHRAE 90.2:6.4] 702.4.2 Ducts and Register Penetrations. Joints, seams, and penetrations of duct systems shall be made airtight by means of mastics, gasketing, or other means in accordance with the mechanical code. Register peneGREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT trations shall be sealed to the wall or floor assemblies. Where HVAC duct penetrates a conditioned space, the duct penetration shall be sealed to the wall or floor assembly to prevent leakage into an unconditioned space. 702.4.3 Duct Leakage Test. For systems with any duct or air handler outside of the conditioned space, a duct leakage test shall be performed in accordance with Section 702.4.3.1. 702.4.3.1 Duct Leakage Verification Test. Ductwork shall be tested to the maximum permitted leakage in 1 cubic foot per minute (ft3/min)/100 square feet (ft2) (0.05 L/s/m2) of duct surface area in accordance with the SMACNA Air Duct Leakage Test Manual. All register penetrations shall be sealed during the test. The test shall be conducted with a pressure differential of 0.1 inch water gauge (0.024 kPa) across the tested system. 702.4.4 Duct Sizing. Duct systems shall be sized in accordance with ACCA Manual D or other methods approved by the Authority Having Jurisdiction with the velocity in the main duct not to exceed 1000 feet per minute (ft/min) (5 m/s) and the velocity in the secondary branch duct not to exceed 600 ft/min (3.05 m/s). 702.5 Insulation for Piping. HVAC system piping installed to serve buildings and within buildings shall be thermally insulated in accordance with Table 702.5. [ASHRAE 90.2:6.5] 702.6 Ventilation and Combustion Air. 702.6.1 Ventilation Air. The building shall be designed to have the capability to provide the ventilation air specified in Table 702.6.1. Mechanical ventilation shall be calculated in accordance with Equation 702.6.1. [ASHRAE 90.2:6.3.1] Mechanical (Equation 702.6.1) Ventilation = [(0.35 – Summer) × Volume] / 60 Where: Mechanical Ventilation = required mechanical ventilation rate to supplement summer infiltration, cfm Summer = summer design infiltration rate, ach Volume = volume of conditioned space, ft3 702.6.2 Combustion Air. Combustion air for fossil fuel heating equipment shall be in accordance with the locally adopted code or with one of the following: natural gas and propane heating equipment, NFPA 54; oil heating equipment, NFPA 31; or solid fuel burning equipment, NFPA 211. [ASHRAE 90.2:6.3.2] 702.7 Electric Heating Systems. Electric heating systems shall be installed in accordance with the following requirements. [ASHRAE 90.2:6.7] 35 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 702.5 MINIMUM PIPE INSULATION THICKNESS1, 5 [ASHRAE 90.2: TABLE 6.5] INSULATION CONDUCTIVITY FLUID DESIGN OPERATING TEMPERATURE RANGE (°F) 2 Btu•inch/(h•ft •°F) NOMINAL PIPE DIAMETER (inches) MEAN RATING TEMPERATURE (°F) 1 TO 1-1⁄4 <1 1-1⁄2 TO 3-1/2 HEATING SYSTEMS (STEAM, STEAM CONDENSATE, AND HOT WATER) 4 TO 6 EQUAL TO OR GREATER THAN 8 2, 3 201–250 0.27–0.30 150 1.5 1.5 2.0 2.0 2.0 141–200 0.25–0.29 125 1.0 1.0 1.0 1.5 1.5 105–140 0.22–0.28 100 0.5 0.5 1.0 1.0 1.0 COOLING SYSTEMS (CHILLED WATER, BRINE, AND REFRIGERANT)4 40–55 0.22–0.28 100 0.5 0.5 1.0 1.0 1.0 Below 40 0.22–0.28 100 0.5 1.0 1.0 1.0 1.5 For SI Units: t/ºC= (t/ºF-32)/1.8, 1 British thermal unit = 1055 J, 1 inch = 25 mm 1 For insulation outside the stated conductivity range, the minimum thickness (T) shall be determined as follows: T = r{(1 + t/r)K/k – 1} Where: T = minimum insulation thickness (inches). r = actual outside radius of pipe (inches). t = insulation thickness listed in this table for applicable fluid temperature and pipe size. K = conductivity of alternate material at mean rating temperature indicated for the applicable fluid temperature [Btu∙inch/(h∙ft2∙ºF)] k = the upper value of the conductivity range listed in this table for the applicable fluid temperature. 2 These thicknesses are based on energy efficiency considerations only. Additional insulation is sometimes required relative to safety issues/surface temperature. 3 Piping insulation is not required between the control valve and coil on run-outs when the control valve is located within 4 feet (1219 mm) of the coil and the pipe size is 1 inch (25 mm) or less. 4 These thicknesses are based on energy efficiency considerations only. Issues such as water vapor permeability or surface condensation sometimes require vapor retarders, additional insulation or both. 5 For piping exposed to outdoor air, increase insulation thickness by 1⁄2 inch (12.7 mm). The outdoor air is defined as any portion of insulation that is exposed to outdoor air. For example, attic spaces and crawlspaces are considered exposed to outdoor air. TABLE 702.6.1 VENTILATION AIR [ASHRAE 90.2: TABLE 6.1.1] CATEGORY Mechanical ventilation1 MINIMUM REQUIREMENT CONDITIONS When summer design infiltration rate calcu50 ft3/min outdoor air lated in accordance with reference standard A or B is less than 0.35 ach2 Kitchen exhaust 100 ft3/min intermittent All conditions Bath exhaust intermittent All conditions For SI units: 1 cubic foot per minute = 0.00047 m3/s. Calculate in accordance with Equation 702.6.1. 2 Reference standards: (A) ACCA Manual J (B) ASHRAE GRP-158 1 702.7.1 Wall, Floor, or Ceiling Electric-Resistance Heating. Where wall, floor, or ceiling electricresistance heating units are used, the structure shall be zoned and heaters installed in each zone in accordance with the heat loss of that zone. Where living and sleeping 36 zones are separate, the number of zones shall not be less than two. If two or more heaters are installed in any one room, they shall be controlled by one thermostat. [ASHRAE 90.2:6.7.1] 702.7.2 Electric Central Warm Air Heating. When electric central warm air heating is to be installed, an electric heat pump or an off-peak electric heating system with thermal storage shall be used. [ASHRAE 90.2:6.7.2] Exceptions: (1) Electric resistance furnaces where the ducts are located inside the conditioned space, and not less than two zones are provided where the living and sleeping zones are separate. (2) Packaged air-conditioning units with supplemental electric heat. 702.8 Bath Ceiling Units. Bath ceiling units providing any combination of heat, light, or ventilation shall be provided with controls permitting separate operation of the heating function. [ASHRAE 90.2:6.8] 702.9 HVAC Equipment, Rated Combinations. HVAC system equipment and system components shall be furnished with the input(s), the output(s), and the value of the approGREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY priate performance descriptor of HVAC products in accordance with federal law or as specified in Table 702.9, as applicable. These shall be based on newly produced equipment or components. Manufacturers’ recommended maintenance instructions shall be furnished with and attached to the equipment. The manufacturer of electric-resistance heating equipment shall furnish full-load energy input over the range of voltages at which the equipment is intended to operate. [ASHRAE 90.2:6.9] TABLE 702.9 MINIMUM REQUIREMENTS FOR NON-FEDERALLY COVERED HVAC EQUIPMENT [ASHRAE 90.2: TABLE 6.9] EQUIPMENT TYPE SUBCATEGORY OR RATING CONDITION MINIMUM EFFICIENCY 11.0 EER @ 70ºF Ent. Water Cooling Mode 11.5 EER @ 50ºF GroundEnt. Water water* source 3.4 COP @ 70ºF heat pump Ent. Water Heating Mode 3.0 COP @ 50ºF Ent. Water TEST PROCEDURE ISO 13256-1 ISO 13256-1 For SI units: t/ºC = (t/ºF-32)/1.8 * Performance for electrically powered equipment with capacity less than 65 000 Btu/h (19.0 kW) when rated in accordance with ARI Standard 325. 702.10 Controls. 702.10.1 Temperature Control. Each system or each zone within a system shall be provided with at least one thermostat capable of being set from 55°F (13°C) to 85°F (29°C) and capable of operating the system’s heating and cooling. The thermostat or control system, or both, shall have an adjustable deadband, the range of which includes a setting of 10°F (-12°C) between heating and cooling when automatic changeover is provided. Wall-mounted temperature controls shall be mounted on an inside wall. [ASHRAE 90.2:6.10.1] 702.10.1.1 Initial Control Setting. The Control shall initially be set for a maximum heating temperature of 70°F (21°C) and a cooling temperature of not less than 78°F (26°C). 702.10.2 Ventilation Control. Each mechanical ventilation system (supply, exhaust, or both) shall be equipped with a readily accessible switch or other means for shutoff. Manual or automatic dampers installed for the purpose of isolating outside air intakes and exhausts from the air distribution system shall be designed for tight shutoff. [ASHRAE 90.2:6.10.2] 702.10.3 Humidity Control. 702.10.3.1 Heating. If additional energyconsuming equipment is provided for adding moisture to maintain specific selected relative humidities in spaces or zones, a humidistat shall be provided. This device shall be capable of being set to prevent energy from being used to produce relative humidity GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT within the space above 30 percent. [ASHRAE 90.2:6.10.3.1] 702.10.3.2 Cooling. If additional energyconsuming equipment is provided for reducing humidity, it shall be equipped with controls capable of being set to prevent energy from being used to produce a relative humidity within the space below 50 percent during periods of human occupancy and below 60 percent during unoccupied periods. [ASHRAE 90.2:6.10.3.2] 702.10.4 Freeze Protection Systems. Freeze protection systems, such as heat tracing of outdoor piping and heat exchangers, including self-regulating heat tracing, shall include automatic controls capable of shutting off the systems when outdoor air temperatures are above 40°F (4°C) or when the conditions of the protected fluid will prevent freezing. Snow- and ice-melting systems shall include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F (10°C) and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4°C) so that the potential for snow or ice accumulation is negligible. [ASHRAE 90.1:6.4.3.8] 702.10.5 Other Controls. When setback, zoned, humidity and cooling controls and equipment are provided, they shall be designed and installed in accordance with Section 702.10. [ASHRAE 90.2:6.10.3.3] 702.11 Whole House Fans. Whole house exhaust fans shall have insulated louvers or covers which close when the fan is off. Covers or louvers shall have a insulation value of not less than R-4.2, and shall be installed in accordance with manufacturer’s instructions. The attic openings shall be sufficient to accommodate the ventilation capacity of the whole house fan. The operation of the whole house fan shall be considered in determining the adequacy of providing combustion air in accordance with the mechanical code. 702.12 Attic Fans. Reserved. 702.13 Dampers. Dampers shall be installed to close off outdoor air inlets and exhaust outlets when the ventilation system is not operating. 703.0 Heating, Ventilation, and Air-Conditioning – Other Than Low-Rise Residential Buildings. 703.1 General. The heating, ventilation, and air-conditioning in buildings, other than single-family houses, multifamily structures of three stories or fewer above grade, and modular houses, shall be in accordance with this section. 703.1.1 Scope. 703.1.1.1 New Buildings. Mechanical equipment and systems serving the heating, cooling, or ventilating needs of new buildings shall comply with the requirements of this section as described in Section 703.2. [ASHRAE 90.1:6.1.1.1] 703.1.1.2 Additions to Existing Buildings. Mechanical equipment and systems serving the heating, cooling, or ventilating needs of additions to 37 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY existing buildings shall comply with the requirements of this section as described in Section 703.2. Exception: When HVAC to an addition is provided by existing HVAC systems and equipment, such existing systems and equipment shall not be required to comply with this supplement. However, any new systems or equipment installed must comply with specific requirements applicable to those systems and equipment. [ASHRAE 90.1:6.1.1.2] 703.1.1.3 Alterations to Heating, Ventilating, and Air-Conditioning in Existing Buildings. 703.1.1.3.1 New HVAC equipment as a direct replacement of existing HVAC equipment shall comply with the specific minimum efficiency requirements applicable to that equipment. [ASHRAE 90.1:6.1.1.3.1] 703.1.1.3.2 New cooling systems installed to serve previously uncooled spaces shall comply with this section as described in Section 703.2. [ASHRAE 90.1:6.1.1.3.2] 703.1.1.3.3 Alterations to existing cooling systems shall not decrease economizer capability unless the system complies with Section 703.5.1. [ASHRAE 90.1:6.1.1.3.3] 703.1.1.3.4 New and replacement ductwork shall comply with Section 703.4.4.1 and Section 703.4.4.2. [ASHRAE 90.1:6.1.1.3.4] 703.1.1.3.5 New and replacement piping shall comply with Section 703.4.4.1. [ASHRAE 90.1: 6.1.1.3.5] Exceptions: Compliance shall not be required: (1) for equipment that is being modified or repaired but not replaced, provided that such modifications, repairs for the following or both will not result in an increase in the annual energy consumption of the equipment using the same energy type. (2) where a replacement or alteration of equipment requires extensive revisions to other systems, equipment, or elements of a building, and such replaced or altered equipment is a like-for-like replacement. (3) for a refrigerant change of existing equipment. (4) for the relocation of existing equipment. (5) for ducts and pipes where there is insufficient space or access to meet these requirements. 703.2 Compliance Path(s). 703.2.1 Compliance with Section 703.0 shall be achieved by meeting all requirements for Section 703.1, General; Section 703.7, Submittals; Section 703.8, Minimum Equipment Efficiency Tables; and either: (1) Section 703.3, Simplified Approach Option for HVAC Systems. 38 (2) Section 703.4, Mandatory Provisions; and Section 703.5, Prescriptive Path. [ASHRAE 90.1:6.2.1] Exception: Projects using the Energy Cost Budget Method of Section 11 of ASHRAE 90.1, provided such projects comply with Section 703.4, the mandatory provisions of this section, as a portion of that compliance path. 703.3 Simplified Approach Option for HVAC Systems. 703.3.1 Scope. The simplified approach is an optional path for compliance when the following conditions are met: (1) Building is two stories or fewer in height. (2) Gross floor area is less than 25 000 ft2 (2323 m2). (3) Each HVAC system in the building complies with the requirements listed in Section 703.3.2. [ASHRAE 90.1:6.3.1] 703.3.2 Criteria. The HVAC system must meet all of the following criteria: (1) The system serves a single HVAC zone. (2) The equipment must meet the variable flow requirements of Section 703.4.3.10. (3) Cooling (if any) shall be provided by a unitary packaged or split-system air conditioner that is either aircooled or evaporatively cooled with efficiency meeting the requirements shown in Table 703.8.1(1) (air conditioners), Table 703.8.1(2) (heat pumps), or Table 703.8.1(4) (packaged terminal and room air conditioners and heat pumps) for the applicable equipment category. (4) The system shall have an air economizer meeting the requirements of Section 703.5.1. (5) Heating (if any) shall be provided by a unitary packaged or split-system heat pump that meets the applicable efficiency requirements shown in Table 703.8.1(2) (heat pumps) or Table 703.8.1(4) (packaged terminal and room air conditioners and heat pumps), a fuel-fired furnace that meets the applicable efficiency requirements shown in Table 703.8.1(5) (furnaces, duct furnaces, and unit heaters), an electric resistance heater, or a baseboard system connected to a boiler that meets the applicable efficiency requirements shown in Table 703.8.1(6) (boilers). (6) The system shall meet the exhaust air energy recovery requirements of Section 703.5.6.1. (7) The system shall be controlled by a manual changeover or dual setpoint thermostat. (8) If a heat pump equipped with auxiliary internal electric resistance heaters is installed, controls shall be provided that prevent supplemental heater operation when the heating load can be met by the heat pump alone during both steady-state operation and setback recovery. Supplemental heater operation is permitted during outdoor coil defrost cycles. The heat pump must be controlled by either: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY (a) A digital or electronic thermostat designed for heat pump use that energizes auxiliary heat only when the heat pump has insufficient capacity to maintain setpoint or to warm up the space at a sufficient rate. (b) A multistage space thermostat and an outdoor air thermostat wired to energize auxiliary heat only on the last stage of the space thermostat and when outside air temperature is less than 40°F (4°C). Heat pumps whose minimum efficiency is regulated by NAECA and whose HSPF rating both meets the requirements shown in Table 703.8.1(2) and includes all usage of internal electric resistance heating are exempted from the control requirements of this part [Section 703.3.2(7)]. (9) The system controls shall not permit reheat or any other form of simultaneous heating and cooling for humidity control. (10) Systems serving spaces other than hotel/motel guest rooms, and other than those requiring continuous operation, which have both a cooling or heating capacity greater than 15 000 Btu/h (4.4 kW) and a supply fan motor power greater than 3⁄4 horsepower (hp) (0.6 kW), shall be provided with a time clock that: (a) Can start and stop the system under different schedules for seven different day-types per week. (b) Capable of retaining programming and time setting during a loss of power for a period of at least 10 hours. (c) Includes an accessible manual override that allows temporary operation of the system for up to two hours. (d) Capable of temperature setback down to 55°F (13ºC) during off hours. (e) Capable of temperature setup to 90°F (32ºC) during off hours. (11) Except for piping within manufacturer’s units, HVAC piping shall be insulated in accordance with Table 703.8.3. Insulation exposed to weather shall be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. (12) Ductwork and plenums shall be insulated in accordance with Table 703.8.2(1) and Table 703.8.2(2) and shall be sealed in accordance with Table 703.4.4.2(1). (13) Construction documents shall require a ducted system to be air balanced in accordance with industryaccepted procedures. (14) Outdoor air intake and exhaust systems shall meet the requirements of Section 703.4.3.4. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (15) Where separate heating and cooling equipment serves the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. (16) Systems with a design supply air capacity greater than 10 000 ft3/min (4719.4 L/s) shall have optimum start controls. (17) The system shall comply with the demand control ventilation requirements in Section 703.4.3.9. [ASHRAE 90.1:6.3.2] 703.3.3 Climate Zone Determination. Climate zones identified in this supplement shall be determined in accordance with Section 5.1.4 of ASHRAE 90.1. Exception: If recorded historical climatic data are available for a construction site, it is permitted to be used to determine compliance if approved by the Authority Having Jurisdiction. 703.4 Mandatory Provisions. 703.4.1 Equipment Efficiencies, Verification, and Labeling Requirements. 703.4.1.1 Minimum Equipment Efficiencies—Listed Equipment—Standard Rating and Operating Conditions. Equipment shown in Table 703.8.1(1) through Table 703.8.1(7) shall have a minimum performance at the specified rating conditions when tested in accordance with the specified test procedure. Where multiple rating condiTABLE 703.3.2 ELIMINATE REQUIRED ECONOMIZER FOR COMFORT COOLING BY INCREASING COOLING EFFICIENCY [ASHRAE 90.1: TABLE 6.3.2] Climate Zone Efficiency Improvement 2a 17% 2b 21% 3a 27% 3b 32% 3c 65% 4a 42% 4b 49% 4c 64% 5a 49% 5b 59% 5c 74% 6a 56% 6b 65% 7 72% 8 77% a a If a unit is rated with an IPLV, IEER or SEER then to eliminate the required air or water economizer, the minimum cooling efficiency of the HVAC unit must be increased by the percentage shown. If the HVAC unit is only rated with a full load metric like EER or COP cooling then these must be increased by the percentage shown. 39 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY tions or performance requirements are provided, the equipment shall satisfy all stated requirements, unless otherwise exempted by footnotes in the table. Equipment covered under the Federal Energy Policy Act of 1992 (EPACT) shall have no minimum efficiency requirements for operation at minimum capacity or other than standard rating conditions. Equipment used to provide water heating functions as part of a combination system shall satisfy all stated requirements for the appropriate space heating or cooling category. Tables are as follows: (1) Table 703.8.1(1) – Air Conditioners and Condensing Units. (2) Table 703.8.1(2) – Heat Pumps. (3) Table 703.8.1(3) – Water-Chilling Packages (see Section 703.4.1.2.1 for water-cooled centrifugal water-chilling packages that are designed to operate at nonstandard conditions). (4) Table 703.8.1(4) – Packaged Terminal and Room Air Conditioners and Heat Pumps. (5) Table 703.8.1(5) – Furnaces, Duct Furnaces, and Unit Heaters. (6) Table 703.8.1(6) – Boilers. (7) Table 703.8.1(7) – Heat Rejection Equipment. (8) Table 703.8.1(8) – Heat Transfer Equpment. (9) Table 703.8.1(9) – Variable Refrigerant Flow Air Conditioners. (10) Table 703.8.1(10) – Variable Refrigerant Flow Air-to-Air and Applied Heat Pumps. (11) Table 703.8.1(11) – Air Conditioners Serving Computer Rooms. Furnaces with input ratings of ≥225 000 Btu/h (66 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75 percent of the input rating. Air conditioners primarily serving computer rooms and covered by ASHRAE Standard 127 shall meet the requirements in Table 703.8.1(11). All other air conditioners shall meet the requirements in Table 703.8.1(1). [ASHRAE 90.1:6.4.1.1] 703.4.1.2 Minimum Equipment Efficiencies— Listed Equipment—Nonstandard Conditions. 703.4.1.2.1 Water-Cooled Centrifugal Chilling Packages. Equipment not designed for operation at AHRI Standard 550/590 test conditions of 44°F (7ºC) leaving chilled fluid temperature and 85°F (29ºC) entering condenser-fluid temperature with 3 gallons per minute (gpm) per ton (0.0002 L/s/kg) condenser-fluid flow (and, thus, cannot be tested to meet the requirements of Table 703.8.1(3)) shall have maximum full-load kW/ton and NPLV ratings adjusted using the following equation: 40 (Equation 703.4.1.2.1) Adjusted maximum full-load kW/ton rating = (full-load kW/ton from Table 703.8.1(3))/Kadj Adjusted maximum NPLV rating = (IPLV from Table 703.8.1(3))/Kadj Kadj = A x B Where: A = 0.00000014592 x (LIFT)4 0.0000346496 x (LIFT)3 + 0.00314196 x (LIFT)2 0.147199 x (LIFT) + 3.9302 B = 0.0015 x LvgEvap + 0.934 LIFT = LvgCond - LvgEvap LvgCond = Full-load condenser leaving fluid temperature (°F) LvgEvap = Full-load evaporator leaving temperature (°F) The adjusted full-load and NPLV values are only applicable for centrifugal chillers meeting all of the following full-load design ranges: (1) Minimum Evaporator Leaving Temperature: 36°F (2ºC) (2) Maximum Condenser Leaving Temperature: 115°F (46ºC) (3) LIFT ≥ 20ºF and ≤ 80ºF Manufacturers shall calculate the adjusted maximum kW/ton and NPLV before determining whether to label the chiller per Section 703.4.1.5. Compliance with 90.1-2007 or -2010 or both shall be labeled on chillers within the scope of the Standard. Centrifugal chillers designed to operate outside of these ranges are not covered by this Standard.. [ASHRAE 90.1:6.4.1.2.1] Example: Path A 600 ton (600 000 kg) centrifugal chiller Table 703.8.1(3) efficiencies Full Load = 0.570 kW/ton IPLV = 0.539 kW/ton LvgCond = 91.16°F LvgEvap = 42°F LIFT = 91.16 – 42 = 49.16°F (10ºC) Kadj = AxB A = 0.00000014592 x (49.16)4 0.0000346496 x (49.16)3 + 0.00314196 x (4916)2 - 0.147199 x (4916) + 3.9302 = 1.0228 B = 0.0015 x 42 + 0.934 = 0.9970 Adjusted full load = 0.570/(1.0228 x 0.9970) = 0.559 kW/ton GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY NPLV = 0.539/(1.0228 x 0.9970) = 0.529 kW/ton 703.4.1.2.2 Positive Displacement (airand water-cooled) Chilling Packages. Equipment with an evaporator leaving fluid temperature higher than 32°F (0°C) shall show compliance with Table 703.8.1(3) when tested or certified with water at standard rating conditions, per the referenced test procedure. [ASHRAE 90.1:6.4.1.2.2] 703.4.1.3 Equipment Not Listed. Equipment not listed in the tables referenced in Section 703.4.1.1 and Section 703.4.1.2 may be used. [ASHRAE 90.1:6.4.1.3] 703.4.1.4 Verification of Equipment Efficiencies. Equipment efficiency information supplied by manufacturers shall be verified as follows: (1) Equipment covered under EPACT shall comply with U.S. Department of Energy certification requirements. (2) If a certification program exists for a covered product, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program, or (3) If a certification program exists for a covered product, and it includes provisions for verification and challenge of equipment efficiency ratings, but the product is not listed in the existing certification program, the ratings shall be verified by an independent laboratory test report, or (4) If no certification program exists for a covered product, the equipment efficiency ratings shall be supported by data furnished by the manufacturer, or (5) Where components such as indoor or outdoor coils from different manufacturers are used, the system designer shall specify component efficiencies whose combined efficiency meets the minimum equipment efficiency requirements in Section 703.4.1. (6) Requirements for plate type liquid-to-liquid heat exchangers are listed in Table 703.8.1(8). [ASHRAE 90.1:6.4.1.4] 703.4.1.5 Labeling. 703.4.1.5.1 Mechanical Equipment. Mechanical equipment that is not covered by the U.S. National Appliance Energy Conservation Act (NAECA) of 1987 shall carry a permanent label installed by the manufacturer stating that the equipment complies with the requirements of ASHRAE 90.1. [ASHRAE 90.1:6.4.1.5.1] 703.4.1.5.2 Packaged Terminal Air Conditioners. Nonstandard size packaged GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT terminal air conditioners and heat pumps with existing sleeves having an external wall opening of less than 16 inches (406 mm) high or less than 42 inches (1067 mm) wide and having a cross-sectional area less than 670 square inches (in2) (62 m2) shall be factory labeled as follows: Manufactured for nonstandard size applications only: not to be installed in new construction projects. [ASHRAE 90.1:6.4.1.5.2] 703.4.2 Calculations. 703.4.2.1 Load Calculations. Heating and cooling system design loads for the purpose of sizing systems and equipment shall be determined in accordance with ANSI/ASHRAE/ACCA Standard 183-2007, Peak Cooling and Heating Load Calculations in Building Except Low-Rise Residential Buildings. [ASHRAE 90.1:6.4.2.1] 703.4.2.2 Pump Head. Pump differential pressure (head) for the pupose of sizing pumps shall be determined in accordance with generally accepted engineering standards and handbooks acceptable to the adopting authority. The pressure drop through each device and pipe segment in the critical circuit at design conditions shall be calculated. [ASHRAE 90.1:6.4.2.2] 703.4.2.3 System Sizing. Reserved. 703.4.3 Controls. 703.4.3.1 Zone Thermostatic Controls. 703.4.3.1.1 General. The supply of heating and cooling energy to each zone shall be individually controlled by thermostatic controls responding to temperature within the zone. For the purposes of Section 703.4.3.1, a dwelling unit shall be permitted to be considered a single zone. [ASHRAE 90.1:6.4.3.1.1] Exceptions: Independent perimeter systems that are designed to offset only building envelope loads shall be permitted to serve one or more zones also served by an interior system provided: (1) The perimeter system includes at least one thermostatic control zone for each building exposure having exterior walls facing only one orientation for 50 contiguous feet (15 240 mm) or more. (2) The perimeter system heating and cooling supply is controlled by a thermostatic control(s) located within the zones(s) served by the system. Exterior walls are considered to have different orientations if the directions they face differ by more than 45 degrees (0.79 rad). 703.4.3.1.2 Dead Band. Where used to control both heating and cooling, zone thermostatic controls shall be capable of providing a temperature range or dead band of not less than 41 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY 5°F (-15ºC) within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. [ASHRAE 90.1:6.4.3.1.2] Exceptions: (1) Thermostats that require manual changeover between heating and cooling modes. (2) Special occupancy or special applications where wide temperature ranges are not acceptable (such as retirement homes, process applications, museums, some areas of hospitals) and are approved by the Authority Having Jurisdiction. 703.4.3.2 Setpoint Overlap Restriction. Where heating and cooling to a zone are controlled by separate zone thermostatic controls located within the zone, means (such as limit switches, mechanical stops, or, for DDC systems, software programming) shall be provided to prevent the heating setpoint from exceeding the cooling setpoint minus any applicable proportional band. [ASHRAE 90.1:6.4.3.2] 703.4.3.3 Off-Hour Controls. HVAC systems shall have the off-hour controls required by Section 703.4.3.3.1 through Section 703.4.3.3.4. [ASHRAE 90.1:6.4.3.3] Exceptions: (1) HVAC systems intended to operate continuously. (2) HVAC systems having a design heating capacity and cooling capacity less than 15 000 Btu/h (4.4 kW) that are equipped with readily accessible manual ON/ OFF controls. 703.4.3.3.1 Automatic Shutdown. HVAC systems shall be equipped with at least one of the following: (1) Controls that can start and stop the system under different time schedules for seven different day-types per week, are capable of retaining programming and time setting during loss of power for a period of not less than 10 hours, and include an accessible manual override, or equivalent function, that allows temporary operation of the system for up to 2 hours. (2) An occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. (3) A manually operated timer capable of being adjusted to operate the system for up to 2 hours. (4) An interlock to a security system that shuts the system off when the security system is activated. [ASHRAE 90.1:6.4.3.3.1] Exception: Residential occupancies shall use controls that can start and stop the system under two different time schedules per week. 42 703.4.3.3.2 Setback Controls. Heating systems located in climate zone 2 through zone 8 shall be equipped with controls that have the capability to automatically restart and temporarily operate the system as required to maintain zone temperatures above a heating setpoint adjustable down to 55°F (13ºC) or lower. Cooling systems located in climate zones 1b, 2b, and 3b shall be equipped with controls that have the capability to automatically restart and temporarily operate the system as required to maintain zone temperatures below a cooling setpoint adjustable up to 90°F (32ºC) or higher or to prevent high space humidity levels. [ASHRAE 90.1:6.4.3.3.2] Exception: Radiant floor and ceiling heating systems. 703.4.3.3.3 Optimum Start Controls. Individual heating and cooling air distribution systems with a total design supply air capacity exceeding 10 000 ft3/min (4719.4 L/s), served by one or more supply fans, shall have optimum start controls. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. [ASHRAE 90.1:6.4.3.3.3] 703.4.3.3.4 Zone Isolation. HVAC systems serving zones that are intended to operate or be occupied nonsimultaneously shall be divided into isolation areas. Zones may be grouped into a single isolation area provided it does not exceed 25 000 ft2 (2323 m2) of conditioned floor area nor include more than one floor. Each isolation area shall be equipped with isolation devices capable of automatically shutting off the supply of conditioned air and outdoor air to and exhaust air from the area. Each isolation area shall be controlled independently by a device meeting the requirements of Section 703.4.3.3.1, Automatic Shutdown. For central systems and plants, controls and devices shall be provided to allow stable system and equipment operation for any length of time while serving only the smallest isolation area served by the system or plant. [ASHRAE 90.1:6.4.3.3.4] Exceptions: Isolation devices and controls are not required for the following: (1) Exhaust air and outdoor air connections to isolation zones when the fan system to which they connect is 5000 ft3/min (2360 L/s) and smaller. (2) Exhaust airflow from a single isolation zone of less than 10 percent of the design airflow of the exhaust system to which it connects. (3) Zones intended to operate continuously or GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY intended to be inoperative only when all other zones are inoperative. 703.4.3.4 Ventilation System Controls. 703.4.3.4.1 Stair and Shaft Vents. Stair and elevator shaft vents shall be equipped with motorized dampers that are capable of being automatically closed during normal building operation and are interlocked to open as required by fire and smoke detection systems. [ASHRAE 90.1:6.4.3.4.1] 703.4.3.4.2 Shutoff Damper Controls. Both outdoor air supply and exhaust systems shall be equipped with motorized dampers that will automatically shut when the systems or spaces served are not in use. Ventilation outdoor air dampers shall be capable of automatically shutting off during preoccupancy building warmup, cool down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. [ASHRAE 90.1:6.4.3.4.2] Exceptions: (1) Backdraft gravity (nonmotorized) dampers are acceptable for exhaust and relief in buildings less than three stories in height and for ventilation air intakes and exhaust and relief dampers in buildings of any height located in climate zone 1 through zone 3. Backdraft dampers for ventilation air intakes must be protected from direct exposure to wind. (2) Backdraft gravity (nonmotorized) dampers are acceptable in systems with a design outdoor air intake or exhaust capacity of 300 ft3/min (142.0 L/s) or less. (3) Dampers are not required in ventilation or exhaust systems serving unconditioned spaces. (4) Dampers are not required in exhaust systems serving Type 1 kitchen exhaust hoods. 703.4.3.4.3 Damper Leakage. Where outdoor air supply and exhaust/relief dampers are required by Section 703.4.3.4, they shall have a maximum leakage rate when tested in accordance with AMCA Standard 500 as indicated in Table 703.4.3.4.3. [ASHRAE 90.1:6.4.3.4.3] 703.4.3.4.4 Ventilation Fan Controls. Fans with motors greater than 0.75 hp (0.6 kW) shall have automatic controls complying with Section 703.4.3.3.1 that are capable of shutting off fans when not required. [ASHRAE 90.1:6.4.3.4.4] Exception: HVAC systems intended to operate continuously. 703.4.3.4.5 Enclosed Parking Garage Ventilation. Heat Enclosed parking garage ventilation systems shall automatically detect contaminant levels and stage fans or modulate fan airflow rates to 50 percent or less of design capacity provided acceptable contaminant levels are maintained. [ASHRAE 90.1:6.4.3.4.5] Exceptions: (1) Garages less than 30 000 square feet (9144 m2) with ventilation systems that do not utilize mechanical cooling or mechanical heating. (2) Garages that have a garage area to ventilation system motor nameplate hp ratio that TABLE 703.4.3.4.3 MAXIMUM DAMPER LEAKAGE (ft3/min/ft2) at 1.0 in. w.g. [ASHRAE 90.1: TABLE 6.4.3.4.3] VENTILATION AIR INTAKE CLIMATE ZONE NONMOTORIZED 1, 2 any height 1 EXHAUST/RELIEF 1 MOTORIZED NONMOTORIZED MOTORIZED – 20 – 4 – 20 4 3 any height – 20 – 10 – 20 10 4, 5b, 5c less than 3 stories 3 or more stories – not allowed not allowed – 10 10 – 20 not allowed 10 10 5a, 6, 7, 8 les than 3 stories 3 or more stories – not allowed not allowed – 4 4 – 20 not allowed 4 4 For SI units: 1 inch = 25.4 mm, 1 cubic foot per minute = 0.06 L/s, 1 square foot = 0.929 m2, 1 inch water gauge = 0.249 kPa 1 Dampers smaller than 24 inches (610 mm) in either dimension shall have leakage of 40 (ft3/min)/ft2 (203 L/s/m2). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 43 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY exceed 1500 ft2/hp (186 m2/kW) and do not utilize mechanical cooling or mechanical heating. (3) Where not permitted by the Authority Having Jurisdiction. 703.4.3.5 Heat Pump Auxiliary Heat Control. Heat pumps equipped with internal electric resistance heaters shall have controls that prevent supplemental heater operation when the heating load can be met by the heat pump alone during both steadystate operation and setback recovery. Supplemental heater operation is permitted during outdoor coil defrost cycles. [ASHRAE 90.1:6.4.3.5] Exceptions: Heat pumps whose minimum efficiency is regulated by U.S. National Appliance Energy Conservation Act (NAECA) and whose HSPF rating both meets the requirements shown in Table 703.8.1(2) and includes all usage of internal electric resistance heating. 703.4.3.6 Humidifier Preheat. Humidifiers with preheating jackets mounted in the airstream shall be provided with an automatic valve to shut off preheat when humidification is not required. [ASHRAE 90.1:6.4.3.6] 703.4.3.7 Humidification and Dehumidification. Where a zone is served by a system or systems with both humidification and dehumidification capability, means (such as limit switches, mechanical stops, or, for DDC systems, software programming) shall be provided capable of preventing simultaneous operation of humidification and dehumidification equipment. [ASHRAE 90.1:6.4.3.7] Exceptions: (1) Zones served by desiccant systems, used with direct evaporative cooling in series. (2) Systems serving zones where specific humidity levels are required, such as museums and hospitals, and approved by the Authority Having Jurisdiction. 703.4.3.8 Freeze Protection and Snow/Ice Melting Systems. Freeze protection systems, such as heat tracing of outdoor piping and heat exchangers, including self-regulating heat tracing, shall include automatic controls capable of shutting off the systems when outdoor air temperatures are above 40°F (4ºC) or when the conditions of the protected fluid will prevent freezing. Snow- and icemelting systems shall include automatic controls capable of shutting off the systems when the pavement temperature is above 50°F (10ºC) and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4ºC) so that the potential for snow or ice accumulation is negligible. [ASHRAE 90.1:6.4.3.8] 703.4.3.9 Ventilation Controls for HighOccupancy Areas. Demand control ventilation 44 (DCV) is required for spaces larger than 500 ft2 (46.45 m2) and with a design occupancy for ventilation of greater than 40 people per 1000 ft2 (93 m2) of floor area and served by systems with one or more of the following: (1) An air-side economizer. (2) An automatic modulating control of the outdoor air damper, or (3) A design outdoor airflow greater than 3000 ft3/min (1416.0 L/s). [ASHRAE 90.1:6.4.3.9] Exceptions: (1) Systems with the exhaust air energy recovery complying with Section 703.5.6.1. (2) Multiple-zone systems without DDC of individual zones communicating with a central control panel. (3) Systems with a design outdoor airflow less than 1200 ft3/min (566 L/s). (4) Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 ft3/min (566 L/s). 703.4.3.10 Single Zone Variable-Air-Volume Controls. HVAC systems shall have variable airflow controls as follows: (1) Air-handling and fan-coil units with chilled-water cooling coils and supply fans with motors greater than or equal to 5.36 hp (4 kW) shall have their supply fans controlled by two-speed motors or variable-speed drives. At cooling demands less than or equal to 50 percent, the supply fan controls shall be able to reduce the airflow to no greater than the larger of the following: (a) One half of the full fan speed , or (b) The volume of outdoor air required to meet the ventilation requirements of ASHRAE 62.1. (2) Effective January 1, 2012, all air-conditioning equipment and air-handling units with direct expansion cooling and a cooling capacity at AHRI conditions greater than or equal to 110 000 Btu/h (32.2 kW) that serve single zones shall have their supply fans controlled by two-speed motors or variable-speed drives. At cooling demands less than or equal to 50 percent, the supply fan controls shall be able to reduce the airflow to no greater than the larger of the following: (a) Two-thirds of the full fan speed, or (b) The volume of outdoor air required to meet the ventilation requirements of ASHRAE 62.1. [ASHRAE 90.1:6.4.3.10] 703.4.3.11 Outdoor Heating. Only radiant heat systems shall be used to provide heat outdoors. Outdoor radiant heating systems shall be provided with controls that sense the presence of occupants or other device that automatically shuts down the system when no occupants are in the heating area. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY 703.4.4 HVAC System Construction and Insulation. HVAC Ducts shall be constructed in accordance with provisions contained in the SMACNA HVAC Duct Construction Standard. HVAC system construction and insulation shall also comply with Section 703.4.4.1 through Section 703.4.4.2. 703.4.4.1 Insulation. 703.4.4.1.1 General. Insulation required by this section shall be installed in accordance with industry-accepted standards (see Informative Appendix E of ASHRAE 90.1). These requirements do not apply to HVAC equipment. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind, but not limited to the following: (1) Insulation exposed to weather shall be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. (2) Insulation covering chilled-water piping, refrigerant suction piping, or cooling ducts located outside the conditioned space shall include a vapor retardant located outside the insulation (unless the insulation is inherently vapor retardant), all penetrations and joints of which shall be sealed. [ASHRAE 90.1:6.4.4.1.1] 703.4.4.1.2 Duct and Plenum Insulation. All supply and return ducts and plenums installed as part of an HVAC air distribution system shall be thermally insulated in accordance with Table 703.8.2(1) and Table 703.8.2(2). [ASHRAE 90.1:6.4.4.1.2] Exceptions: (1) Factory-installed plenums, casings, or ductwork furnished as a part of HVAC equipment tested and rated in accordance with Section 703.4.1. (2) Ducts or plenums located in heated spaces, semi-heated spaces, or cooled spaces. (3) For runouts less than 10 feet (3048 mm) in length to air terminals or air outlets, the rated R-value of insulation need not exceed R-3.5. (4) Backs of air outlets and outlet plenums exposed to unconditioned or indirectly conditioned spaces with face areas exceeding 5 ft2 (0.5 m2) need not exceed R-2; those 5 ft2 (0.5 m2) or smaller need not be insulated. 703.4.4.1.3 Piping Insulation. Piping shall be thermally insulated in accordance with Table 703.8.3. [ASHRAE 90.1:6.4.4.1.3] GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Exceptions: (1) Factory-installed piping within HVAC equipment tested and rated in accordance with Section 703.4.1. (2) Piping that conveys fluids having a design operating temperature range between 60°F (16ºC) and 105°F (41ºC), inclusive. (3) Piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electricty (such as roof and condensate drains, domestic cold water supply, natural gas piping). (4) Where heat gain or heat loss will not increase energy usage (such as liquid refrigerant piping). (5) In piping 1 inch (25.4 mm) or less, insulation is not required for strainers, control valves, and balancing valves. 703.4.4.1.4 Sensible Heating Panel Insulation. All thermally ineffective panel surfaces of sensible heating panels, including U-bends, and headers, shall be insulated with a minimum of R-35. Adjacent envelope insulation counts toward this requirement. [ASHRAE 90.1:6.4.4.1.4] 703.4.4.1.5 Radiant Floor Heating. The bottom surfaces of floor structures incorporating radiant heating shall be insulated with a minimum of R-35. Adjacent envelope insulation counts toward this requirement. [ASHRAE 90.1:6.4.4.1.5] Exception: Requirements for heated slab-ongrade floors incorporating radiant heating are in Chapter 5 of ASHRAE 90.1. 703.4.4.2 Ductwork and Plenum Leakage. 703.4.4.2.1 Duct Sealing. Ductwork and plenums shall be sealed in accordance with Table 703.4.4.2(1) (Table 703.4.4.2(2) provides definitions of seal levels), as required to meet the requirements of Section 703.4.4.2.2 and the SMACNA HVAC Duct Construction Standard or ASHRAE 90.1. 703.4.4.2.2 Duct Leakage Tests. Ductwork that is designed to operate at static pressures in excess of 3 inches Water Column (0.75 kPa) and all ductwork located outdoors shall be leaktested according to the SMACNA HVAC Air Duct Leakage Test Manual. Representative sections totaling no less than 25 percent of the total installed duct area for the designated pressure class shall be tested. All sections shall be selected by the building owner or the designated representative of the building owner. Positive pressure leakage testing is acceptable for negative pressure ductwork. The maximum permitted duct leakage shall be: 45 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY Lmax = CLP 0.65 (Equation 703.4.4.2.2) Where: Lmax = maximum permitted leakage in (ft3/min)/100 square feet (0.05 L/s/m2) duct surface area; CL = 4, duct leakage class, (ft3/min)/100 square feet (0.05 L/s/m2) duct surface area at 1 inch Water Column (0.24 kPa). P = test pressure, which shall be equal to the design duct pressure class rating in inch water column (0.24 kPa) [based on ASHRAE 90.1:6.4.4.2.2] TABLE 703.4.4.2(1) MINIMUM DUCT SEAL LEVEL1 DUCT TYPE SUPPLY DUCT LOCATION ≤2 in. >2 in. 2 2 EXHAUST RETURN w.c. w.c. Outdoor Unconditioned spaces A A C A B A C B Conditioned spaces3 C B B C For SI unit: 1 inch Water Column = 0.249 kPa 1 See Table 703.4.4.2(2) description of seal level. 2 Duct design static pressure classification. 3 Includes indirectly conditioned spaces such as alum air plenums. TABLE 703.4.4.2(2) DUCT SEAL LEVELS SEAL LEVEL A B C * SEALING REQUIREMENTS All transverse joints, longitudinal seams, and duct wall penetrations. Pressure-sensitive tape shall not be used as the primary sealant, unless it has been certified to comply with UL-181A or UL-181B by an independent testing laboratory and the tape is used in accordance with that certification. [See note.] All transverse joints, longitudinal seams. Pressure-sensitive tape shall not be used as the primary sealant, unless it has been certified to comply with UL-181A or UL181B by an independent testing laboratory and the tape is used in accordance with that certification. [See note.] Transverse joints only. Note: UL-181A or UL-181B is not applicable to metal-to-metal duct joints. * Longitudinal seams are joints oriented in the direction of airflow. Transverse joints are connections of two duct sections oriented perpendicular to airflow. Duct wall penetrations are openings made by any screw fastener, pipe, rod, or wire. Spiral lock seams in a round or flat oval duct need not be sealed. All other connections are considered transverse joints, including but not limited to spin-ins, taps, and other branch connections, access door frames and jambs, duct connections to equipment, etc. 46 703.4.4.2.2.1 Duct Leakage Tests with Less than 3 inches Water Column. Ductwork that is designed to operate at static pressures less than 3 inches Water Column (0.75 kPa) located outdoors and within unconditioned space shall be leak-tested according to the testing procedures contained in SMACNA HVAC Air Duct Leakage Test Manual or Associated Air Balance Council Procedural Standards Chapter 5 Leakage Testing. Positive pressure leakage testing is acceptable for negative pressure ductwork. 703.5 Prescriptive Path. 703.5.1 Economizers. Each cooling system that has a fan shall include either an air or water economizer meeting the requirements of Section 703.5.1.1 through Section 703.5.1.4. [ASHRAE 90.1:6.5.1] Exceptions: Economizers are not required for the systems listed below. (1) Individual fan-cooling units with a supply capacity less than the minimum listed in Table 703.5.1(1) for comfort cooling applications and Table 703.5.1(2) for computer room applications. (2) Systems that include nonparticulate air treatment as required by Section 6.2.1 in ASHRAE 62.1. (3) In hospitals and ambulatory surgery centers, where more than 75 percent of the air designed to be supplied by the system is to spaces that are required to be humidified above 35°F (2ºC) dew-point temperature to comply with applicable codes or accreditation standards. In all other buildings, where more than 25 percent of the air designed to be supplied by the system is to spaces that are designed to be humidified above 35°F (2ºC) dew-point temperature to satisfy process needs. This exception does not apply to computer rooms. (4) Systems that include a condenser heat recovery system with a minimum capacity as defined in Sections 603.5.3. (5) Systems that serve residential spaces where the system capacity is less than five times the requirement listed in Table 703.5.1(1). (6) Systems that serve spaces whose sensible cooling load at design conditions, excluding transmission and infiltration loads, is less than or equal to transmission and infiltration losses at an outdoor temperature of 60°F (16ºC). (7) Systems expected to operate less than 20 hours per week. (8) Where the use of outdoor air for cooling will affect supermarket open refrigerated casework systems. (9) For comfort cooling where the cooling efficiency meets or exceeds the efficiency requirements in Table 703.3.2. (10) Systems primarily serving computer rooms where: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY (a) The total design cooling load of all computer rooms in the building is less then 3 000 000 Btu/h (879 kW) and the building in which they are located is not served by a centralized chilled water plant, or (b) The room total design cooling load is less than 600 000 Btu/h (176 kW) and the building in which they are located is served by a centralized chilled water plant, or (c) The local water authority does not allow cooling towers, or (d) Less than 600 000 Btu/h (176 kW) of computer room cooling equipment capacity is being added to an existing building (11) Dedicated systems for computer rooms where a minimum of 75 percent of the design load serves (a) Those spaces classified as an essential facility. (b) Those spaces having a mechanical cooling design of Tier IV as defined by ANSI/TIA-942. (c) Those spaces classified under NFPA 70 Article 708 - Critical Operations Power Systems (COPS). (d) Those spaces where core clearing and settlement services are performed such that their failure to settle pending financial transactions could present systemic risk as described in “The Interagancy Paper on Sound Practices to Strengthen the Resilience of the US Financial System, April 7, 2003.” 703.5.1.1 Air Economizers. 703.5.1.1.1 Design Capacity. Air economizer systems shall be capable of modulating outdoor air and return air dampers to provide up to 100 TABLE 703.5.1(1) MINIMUM FAN-COOLING UNIT SIZE FOR WHICH AN ECONOMIZER IS REQUIRED FOR COMFORT COOLING [ASHRAE 90.1: TABLE 6.5.1A] CLIMATE ZONES COOLING CAPACITY FOR WHICH AN ECONOMIZER IS REQUIRED 1a, 1b No economizer requirement 2a, 2b, 3a, 4a, 5a, 6a 3b, 3c, 4b, 4c, 5b, 5c, 6b, 7, 8 ≥54 000 Btu/h For SI units: 1000 British thermal units per hour = 0.293 kW percent of the design supply air quantity as outdoor air for cooling. [ASHRAE 90.1:6.5.1.1.1] 703.5.1.1.2 Control Signal. Economizer dampers shall be capable of being sequenced with the mechanical cooling equipment and shall not be controlled by only mixed air temperature. [ASHRAE 90.1:6.5.1.1.2] Exception: The use of mixed air temperature limit control shall be permitted for systems controlled from space temperature (such as single-zone systems). 703.5.1.1.3 High-Limit Shutoff. All air economizers shall be capable of automatically reducing outdoor air intake to the design minimum outdoor air quantity when outdoor air intake will no longer reduce cooling energy usage. High-limit shutoff control types for specific climates shall be chosen from Table 703.5.1.1.3(1). High-limit shutoff control settings for these control types shall be those listed in Table 703.5.1.1.3(2). [ASHRAE 90.1:6.5.1.1.3] 703.5.1.1.4 Dampers. Both return air and outdoor air dampers shall meet the requirements of Section 703.4.3.4. [ASHRAE 90.1:6.5.1.1.4] 703.5.1.1.5 Relief of Excess Outdoor Air. Systems shall provide a means to relieve excess outdoor air during air economizer operation to prevent overpressurizing the building. The relief TABLE 703.5.1.1.3(1) HIGH-LIMIT SHUTOFF CONTROL OPTIONS FOR AIR ECONOMIZERS [ASHRAE 90.1: TABLE 6.5.1.1.3A] CLIMATE ZONES Fixed dry bulb Differential dry bulb 1b. 2b, 3b, 3c, 4b, Electronic enthalpy1 4c, 5b, 5c, 6b, 7, 8 Differential enthalpy Dew-point and drybulb temperatures 1a, 2a. 3a, 4a Fixed enthalpy Electronic enthalpy Differential enthalpy Dew-point and drybulb temperatures 5a, 6a Fixed dry bulb Differential dry bulb Fixed enthalpy Electronic enthalpy1 Differential enthalpy Dew-point and drybulb temperatures TABLE 703.5.1(2) MINIMUM FAN-COOLING UNIT SIZE FOR WHICH AN ECONOMIZER IS REQUIRED FOR COMPUTER ROOMS [ASHRAE 90.1: TABLE 6.5.1B] CLIMATE ZONES COOLING CAPACITY FOR WHICH AN ECONOMIZER IS REQUIRED 1a, 1b, 2a, 3a, 4a No economizer requirement 2b, 5a, 6a, 7, 8 ≥135 000 Btu/h 3b, 3c, 4b, 4c, 5b, 5c, 6b ≥65 000 Btu/h For SI units: 1000 British thermal units per hour = 0.293 kW GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ALLOWED CONTROL TYPES 1 PROHIBITED CONTROL TYPES Fixed enthalpy Fixed Dry Bulb Differential dry bulb Electronic enthalpy controllers are devices that use a combination of humidity and dry-bulb temperature in their switching algorithm. 47 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.5.1.1.3(2) HIGH-LIMIT SHUTOFF CONTROL SETTINGS FOR AIR ECONOMIZERS [ASHRAE 90.1: TABLE 6.5.1.1.3B] DEVICE TYPE REQUIRED HIGH LIMIT (ECONOMIZER OFF WHEN): CLIMATE EQUATION Fixed dry bulb Differential dry bulb 1b, 2b, 3b, 3c, 4b, 4c, 5b, 5c, 6b, 7, 8, 5a, 6a lb. 2b, 3b, 3c, 4b, 4c, 5a, 5b, 5c, 6a, 6b, 7, 8 TOA > 75°F Outdoor air temperature exceeds 75°F TOA > 70°F Outdoor air temperature exceeds 70°F TOA>TRA 2a, 3a, 4a, 5a, 6a hOA > 28 Btu/lb1 Electronic enthalpy All (TOA, RHOA) > A Differential enthalpy All hOA > hRA Dew-point and dry-bulb temperatures All DPoa>55°F or Toa>75°F Fixed enthalpy DESCRIPTION Outdoor air temperature exceeds return air temperature Outdoor air enthalpy exceeds 28 Btu/lb of dry air1 Outdoor air temperature/RH exceeds the "A" setpoint curve2 Outdoor air enthalpy exceeds return air enthalpy Outdoor air dry bulb exceeds 75°F or outside dew point exceeds 55°F (65 gr/lb) For SI units: t/ºC = (t/ºF-32)/1.8, 1 British thermal unit per pound = 2326 J/kg 1 At altitudes substantially different than sea level, the Fixed Enthalpy limit shall be set to the enthalpy value at 75°F (24ºC) and 50 percent relative humidity. As an example, at approximately 6000 feet (1829 m) elevation the fixed enthalpy limit is approximately 30.7 Btu/lb (71 408 J/kg). 2 Setpoint "A" corresponds to a curve on the psychrometric chart that goes through a point at approximately 75°F (24ºC) and 40 percent relative humidity and is nearly parallel to dry-bulb lines at low humidity levels and nearly parallel to enthalpy lines at high humidity levels. air outlet shall be located to avoid recirculation into the building. [ASHRAE 90.1:6.5.1.1.5] 703.5.1.2 Water Economizers. 703.5.1.2.1 Design Capacity. Water economizer systems shall be capable of cooling supply air by indirect evaporation and providing up to 100 percent of the expected system cooling load at outdoor air temperatures of 50°F (10ºC) dry bulb/ 45°F (7ºC) wet bulb and below. [ASHRAE 90.1:6.5.1.2.1] Exceptions: (1) Systems primarily serving computer rooms in which 100 percent of the expected system cooling load at 40°F (4ºC) dry bulb/35°F (2ºC) wet bulb is met with evaporative water economizers. (2) Systems primarily serving computer rooms with dry cooler water economizers which satisfy 100 percent of the expected system cooling load at 35°F (2ºC) dry bulb. (3) Systems where dehumidification requirements cannot be met using outdoor air temperatures of 50°F (10ºC) dry bulb/45°F (7ºC) wet bulb and where 100 percent of the expected system cooling load at 45°F (7ºC) dry bulb/40°F (4ºC) wet bulb is met with evaporative water economizers. 703.5.1.2.2 Maximum Pressure Drop. Precooling coils and water-to-water heat 48 exchangers used as part of a water economizer system shall either have a water-side pressure drop of less than 15 feet of water (45 kPa) or a secondary loop shall be created so that the coil or heat exchanger pressure drop is not seen by the circulating pumps when the system is in the normal cooling (noneconomizer) mode. [ASHRAE 90.1:6.5.1.2.2] 703.5.1.3 Integrated Economizer Control. Economizer systems shall be integrated with the mechanical cooling system and be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. [ASHRAE 90.1:6.5.1.3] 703.5.1.4 Economizer Heating System Impact. HVAC system design and economizer controls shall be such that economizer operation does not increase the building heating energy use during normal operation. [ASHRAE 90.1:6.5.1.4] Exception: Economizers on VAV systems that cause zone level heating to increase due to a reduction in supply air temperature. 703.5.2 Simultaneous Heating and Cooling Limitation. 703.5.2.1 Zone Controls. Zone thermostatic controls shall prevent: (1) Reheating. (2) Recooling. (3) Mixing or simultaneously supplying air that has GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY been previously mechanically heated and air that has been previously cooled, either by mechanical cooling or by economizer systems. (4) Other simultaneous operation of heating and cooling systems to the same zone. [ASHRAE 90.1:6.5.2.1] Exceptions: (1) Zones for which the volume of air that is reheated, recooled, or mixed is less than the larger of the following: (a) 30 percent of the zone design peak supply rate. (b) The outdoor airflow rate required to meet the ventilation requirements of Section 6.2 of ASHRAE Standard 62.1 for the zone. (c) Any higher rate that can be demonstrated, to the satisfaction of the Authority Having Jurisdiction, to reduce overall system annual energy usage by offsetting reheat/recool energy losses through a reduction in outdoor air intake for the system. (d) The air flow rate required to comply with applicable codes or accreditation standards, such as pressure relationships or minimum air change rates. (2) Zones that comply with all of the following: (a) The air flow in dead band between heating and cooling does not exceed the larger of the following: (i). 20 percent of the zone design peak supply rate. (ii) The outdoor air flow rate required to meet the ventilation requirements of Section 6.2 of ASHRAE Standard 62.1 for the zone. (iii) Any higher rate that can be demonstrated, to the satisfaction of the Authority Having Jurisdiction, to reduce overall system annual energy usage by offsetting reheat/recool energy losses through a reduction in outdoor air intake. (b) The air flow rate that is reheated, recooled, or mixed in peak heating demand shall be less than 50 percent of the zone design peak supply rate. (c) Airflow between dead band and full heating or full cooling shall be modulated. (3) Laboratory exhaust systems that comply with 703.5.7.2. (4) Zones where not less than 75 percent of the energy for reheating or for providing warm air in mixing systems is provided from a site-recovered (including condenser heat) or site-solar energy source. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 703.5.2.1.1 Supply Air Temperature Reheat Limit .Where reheating is permitted by other parts of this supplement, zones that have both supply and return/exhaust air openings greater than 6 feet (1829 mm) above floor shall not supply heating air more than 20°F (-7°C) above the space temperature setpoint. Exceptions: (1) Laboratory exhaust systems that comply with Section 703.5.7.2. (2) During reoccupancy building warm-up and setback. [ASHRAE 90.1:6.5.2.1.1] 703.5.2.2 Hydronic System Controls. The heating of fluids in hydronic systems that have been previously mechanically cooled and the cooling of fluids that have been previously mechanically heated shall be limited in accordance with Section 703.5.2.2.1 through Section 703.5.2.2.3. [ASHRAE 90.1:6.5.2.2] 703.5.2.2.1 Three-Pipe System. Hydronic systems that use a common return system for both hot water and chilled water shall not be used. [ASHRAE 90.1:6.5.2.2.1] 703.5.2.2.2 Two-Pipe Changeover System. Systems that use a common distribution system to supply both heated and chilled water are acceptable provided all of the following are met: (1) The system is designed to allow a dead band between changeover from one mode to the other of at least 15°F (-9ºC) outdoor air temperature. (2) The system is designed to operate and is provided with controls that will allow operation in one mode for not less than 4 hours before changing over to the other mode. (3) Reset controls are provided that allow heating and cooling supply temperatures at the changeover point to be no more than 30°F (-1.1ºC) apart. [ASHRAE 90.1:6.5.2.2.2] 703.5.2.2.3 Hydronic (Water Loop) Heat Pump Systems. Hydronic heat pumps connected to a common heat pump water loop with central devices for heat rejection (e.g., cooling tower) and heat addition (e.g., boiler) shall have the following: (1) Controls that are capable of providing a heat pump water supply temperature dead band of at least 20°F (-7ºC) between initiation of heat rejection and heat addition by the central devices (e.g., tower and boiler). (2) For climate zone 3 through zone 8, if a closed-circuit tower (fluid cooler) is used, either an automatic valve shall be installed to bypass all but a minimal flow of water around the tower (for freeze protection) or low-leakage positive closure dampers shall 49 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY be provided. If an open-circuit tower is used directly in the heat pump loop, an automatic valve shall be installed to bypass all heat pump water flow around the tower. If an open-circuit tower is used in conjunction with a separate heat exchanger to isolate the tower from the heat pump loop, then heat loss shall be controlled by shutting down the circulation pump on the cooling tower loop. [ASHRAE 90.1:6.5.2.2.3] Exception: Where a system loop temperature optimization controller is used to determine the most efficient operating temperature based on real-time conditions of demand and capacity, dead bands of less than 20°F (-7ºC) shall be allowed. 703.5.2.3 Dehumidification. Where humidistatic controls are provided, such controls shall prevent reheating, mixing of hot and cold airstreams, or other means of simultaneous heating and cooling of the same airstream. [ASHRAE 90.1:6.5.2.3] Exceptions: (1) The system is capable of reducing supply air volume to 50 percent or less of the design airflow rate or the minimum outdoor air ventilation rate specified in ASHRAE Standard 62.1 or other applicable federal, state, or local code or recognized standard, whichever is larger, before simultaneous heating and cooling takes place. (2) The individual fan cooling unit has a design cooling capacity of 80 000 Btu/h (23.4 kW) or less and is capable of unloading to 50 percent capacity before simultaneous heating and cooling takes place. (3) The individual mechanical cooling unit has a design cooling capacity of 40 000 Btu/h (12.0 kW) or less. An individual mechanical cooling unit is a single system composed of a fan or fans and a cooling coil capable of providing mechanical cooling. (4) Systems serving spaces where specific humidity levels are required to satisfy process needs, such as vivariums, museums, surgical suites; and buildings with refrigerating systems, such as supermarkets, refrigerated warehouses, and ice arenas. This exception does not apply to computer rooms. (5) Not less than 75 percent of the energy for reheating or for providing warm air in mixing systems is provided from a site-recovered (including condenser heat) or site-solar energy source. (6) Systems where the heat added to the airstream is the result of the use of a desiccant system and 75 percent of the heat added by the desiccant system is removed by a heat exchanger, either 50 before or after the desiccant system with energy recovery. 703.5.2.4 Humidification. Systems with hydronic cooling and humidification systems designed to maintain inside humidity at a dew-point temperature greater than 35°F (2ºC) shall use a water economizer if an economizer is required by Section 703.5.1. [ASHRAE 90.1:6.5.2.4] 703.5.3 Air System Design and Control. Each HVAC system having a total fan system motor nameplate horsepower (hp) exceeding 5 hp (4.0 kW) shall meet the provisions of Section 703.5.3.1 through Section 703.5.3.4. [ASHRAE 90.1:6.5.3] 703.5.3.1 Fan System Power Limitation. 703.5.3.1.1 Each HVAC system at fan system design conditions shall not exceed the allowable fan system motor nameplate horsepower (Option 1) or fan system brake horsepower (Option 2) as shown in Table 703.5.3.1.1(1). This includes supply fans, return/relief fans, exhaust fans, and fan-powered terminal units associated with systems providing heating or cooling capability. Single zone variable airvolume systems shall comply witht the constant volume fan power limitation. [ASHRAE 90.1:6.5.3.1.1] Exceptions: (1) Hospital, vivarium and laboratory systems that utilize flow control devices on exhaust, return or both to maintain space pressure relationships necessary for occupant health and safety or environmental control shall use variable-volume fan power limitation. (2) Individual exhaust fans with motor nameplate horsepower of 1 hp (0.75 kW) or less. 703.5.3.1.2 Motor Nameplate Horsepower. For each fan, the selected fan motor shall be no larger than the first available motor size greater than the brake horsepower (bhp). The fan brake horsepower must be indicated on the design documents to allow for compliance verification by the code official. [ASHRAE 90.1:6.5.3.1.2] Exceptions: (1) For fans less than 6 bhp, where the first available motor larger than the brake horsepower (bhp) has a nameplate rating within 50 percent of the brake horsepower (bhp), the next larger nameplate motor size shall be selected. (2) For fans 6 bhp and larger, where the first available motor larger than the brake horsepower (bhp) has a nameplate rating with 30 percent of the brake horsepower (bhp), the next larger nameplate motor size shall be selected. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.5.3.1.1(1) FAN POWER LIMITATION* [ASHRAE 90.1: TABLE 6.5.3.1.1A] LIMIT Option 1: Fan System Motor Nameplate hp Option 2: Fan System bhp Allowable Nameplate Motor hp Allowable Fan System bhp CONSTANT VOLUME TABLE 703.5.3.1.1(2) FAN POWER LIMITATION PRESSURE DROP ADJUSTMENT [ASHRAE 90.1: TABLE 6.5.3.1.1B] VARIABLE VOLUME hp ≤CFMS • 0.0011 hp ≤CFMS • 0.0015 bhp ≤CFMS • 0.00094 + A bhp ≤CFMS • 0.0013 + A For SI units: 1 horsepower = 0.75 kW, 1 cubic foot per minute = 0.47 L/s * DEVICE Fully ducted return and/or exhaust air systems Return and/or exhaust airflow control devices Exhaust filters, scrubbers, or other exhaust treatment Where: CFMS = the maximum design supply airflow rate to conditioned spaces served by the system in cubic feet per minute (0.47 L/s) hp = the maximum combined motor nameplate horsepower bhp = the maximum combined fan brake horsepower A = sum of (PD x CFMD/4131) Where: PD = each applicable pressure drop adjustment from Table 703.5.3.1.1(2) in inch water column (0.249 kPa) CFMD = the design airflow through each applicable device from Table 703.5.3.1.1(2) in cubic feet per minute (0.47 L/s) 703.5.3.2 VAV Fan Control (Including Systems Using Series Fan Power Boxes). 703.5.3.2.1 Part-load Fan Power Limitation. Individual VAV fans with motors 10 hp (7.5 kW) and larger shall meet one of the following: (1) The fan shall be driven by a mechanical or electrical variable-speed drive. (2) The fan shall be a vane-axial fan with variable-pitch blades. (3) The fan shall have other controls and devices that will result in fan motor demand of no more than 30 percent of design wattage at 50 percent of design air volume when static pressure setpoint equals one-third of the total design static pressure, based on manufacturers’ certified fan data. [ASHRAE 90.1:6.5.3.2.1] 703.5.3.2.2 Static Pressure Sensor Location. Static pressure sensors used to control VAV fans shall be placed in a position such that the controller setpoint is no greater than one-third the total design fan static pressure, except for systems with zone reset control complying with Section 703.5.3.2.3. If this results in the sensor being located downstream of major duct splits, multiple sensors shall be installed in each major branch to ensure that static pressure can be maintained in each. [ASHRAE 90.1:6.5.3.2.2] GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ADJUSTMENT CREDITS Particulate Filtration Credit: MERV 9 through 12 Particulate Filtration Credit: MERV 13 through 15 Particulate Filtration Credit: MERV 16 and greater and electronically enhanced filters Carbon and other gas-phase air cleaners Biosafety cabinet Energy Recovery Device, other than Coil Runaround Loop Coil Runaround Loop 0.5 in. w.c. (2.15 in w.c. for laboratory and vivarium systems) 0.5 in. w.c. The pressure drop of device calculated at fan system design condition 0.5 in. w.c. 0.9 in. w.c. Pressure drop calculated at 2x clean filter pressure drop at fan system design condition Clean filter pressure drop at fan system design condition Pressure drop of device at fan system design condition (2.2 x Energy Recovery Effectiveness)—0.5 in w.c. for each airstream 0.6 in. w.c. for each airstream Evaporative humidifier/cooler in Pressure drop of device at fan series with another cooling coil system design condition Sound Attenuation Section 0.15 in. w.c. Exhaust system serving fume 0.35 in. w.c. hoods Laboratory and vivarium exhaust 0.25 in. w.c./100 ft of vertical systems in high-rise buildings duct exceeding 75 ft For SI units: 1 inch water column = 0.249 kPa, 1 foot = 304.8 mm. 703.5.3.2.3 Setpoint Reset. For systems with DDC of individual zone boxes reporting to the central control panel, static pressure setpoint shall be reset based on the zone requiring the most pressure; i.e., the setpoint is reset lower until one zone damper is nearly wide open. [ASHRAE 90.1:6.5.3.2.3] 703.5.3.3 Multiple-zone VAV System Ventilation Optimization Control. Multiple-zone VAV systems with DDC of individual zone boxes reporting to a central control panel shall include means to automatically reduce outdoor air intake flow below design rates in response to changes in system ventialation efficiency as defined by ASHRAE Standard 62.1, Appendix A. Exceptions to 703.5.3.3: (1) VAV systems with zonal transfer fans that recirculate air from other zones without directly mixing it with outdoor air, dual-duct dual-fan VAV systems, and VAV systems with fanpowered terminal units. 51 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY (2) Systems required to have the exhaust air energy recovery complying with Section 703.5.6.1. (3) Systems where total design exhaust airflow is more than 70 percent of total design outdoor air intake flow requirements. 703.5.3.4 Supply-Air Temperature Reset Controls. Multiple zone HVAC systems must include controls that automatically reset the supplyair temperature in response to representative building loads, or to outdoor air temperature. The controls shall reset the supply air temperature at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. Controls that adjst the reset based on zone humidity are allowed. Zones which are expected to experience relatively constant loads, such as electronic equipment rooms, shall be designed for the fully reset supply temperature. Exceptions: (1) Climate zones 1a, 2a, and 3a. (2) Systems that prevent re-heating, re-cooling or mixing of heated and cooled supply air. (3) Systems in which at least 75 percent of the energy for reheating (on an annual basis) is from site recovered or site solar energy sources. 703.5.4 Hydronic System Design and Control. [ASHRAE 90.1:6.5.4] 703.5.4.1 Hydronic Variable Flow Systems. HVAC pumping systems having a total pump system power exceeding 10 hp (7.5 kW) that include control valves designed to modulate or step open and close as a function of load shall be designed for variable fluid flow and shall be capable of reducing pump flow rates to 50 percent or less of the design flow rate. Individual chilled water pumps serving variable flow systems having motors exceeding 5 hp (4.0 kW) shall have controls, devices or both (such as variable speed control) that will result in pump motor demand of no more than 30 percent of design wattage at 50 percent of design water flow. The controls or devices shall be controlled as a function of desired flow or to maintain a minimum required differential pressure. Differential pressure shall be measured at or near the most remote heat exchanger or the heat exchanger requiring the greatest differential pressure. The differential pressure setpoint shall be no more than one-hundred and ten percent of that required to achieve design flow through the heat exchanger. Where differential pressure control is used to comply with this section and DDC controls are used the setpoint shall be reset downward based on valve positions until one valve is nearly wide open. [ASHRAE 90.1:6.5.4.1] Exceptions: (1) Systems where the minimum flow is less than the minimum flow required by the equipment manufacturer for the proper operation of equipment served by the system, such as chillers, and 52 where total pump system power is 75 hp (56.0 kW) or less. (2) Systems that include no more than three control valves. 703.5.4.2 Pump Isolation. When a chilled-water plant includes more than one chiller, provisions shall be made so that the flow in the chiller plant can be automatically reduced, correspondingly, when a chiller is shut down. Chillers referred to in this section, piped in series for the purpose of increased temperature differential, shall be considered as one chiller. When a boiler plant includes more than one boiler, provisions shall be made so that the flow in the boiler plant can be automatically reduced, correspondingly, when a boiler is shut down. [ASHRAE 90.1:6.5.4.2] 703.5.4.3 Chilled- and Hot-Water Temperature Reset Controls. Chilled- and hot-water systems with a design capacity exceeding 300 000 Btu/h (88 kW) supplying chilled or heated water (or both) to comfort conditioning systems shall include controls that automatically reset supply water temperatures by representative building loads (including return water temperature) or by outdoor air temperature. [ASHRAE 90.1:6.5.4.3] Exceptions: (1) Where the supply temperature reset controls cannot be implemented without causing improper operation of heating, cooling, humidifying, or dehumidifying systems. (2) Hydronic systems, such as those required by Section 703.5.4.1 that use variable flow to reduce pumping energy. 703.5.4.4 Hydronic (Water Loop) Heat Pumps and Water-Cooled Unitary Air-Conditioners. [ASHRAE 90.1:6.5.4.4] 703.5.4.4.1 Each hydronic heat pump and water-cooled unitary air-conditioner shall have a two-position automatic valve interlocked to shut off water flow when the compressor is off. [ASHRAE 90.1:6.5.4.4.1] Exception: Units employing water economizers. 703.5.4.4.2 Hydronic heat pumps and watercooled unitary air-conditioners having a total pump system power exceeding 5 hp (4.0 kW) shall have controls, devices or both (such as variable speed control) that will result in pump motor demand of not mroe than 30 percent of design wattage at 50 percent of design water flow. [ASHRAE 90.1: 6.5.4.4.2] 703.5.4.5 Pipe Sizing. All chilled-water and condenser-water piping shall be designed such that the design flow rate in each pipe segment shall not exceed the values listed in Table 703.5.4.5 for the appropriate total annual hours of operation. Pipe size GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY (3) Installations located in climate zone 1 and zone 2. (4) Up to one-third of the fans on a condenser or tower with multiple fans, where the lead fans comply with the speed control requirement. 703.5.5.3 Limitation on Centrifugal Fan Open-Circuit Cooling Towers. Centrifugal fan open-circuit cooling towers with a combined rated capacity of 1100 gallons per minute (gpm) (69.4 L/s) or greater at 95°F (35ºC) condenser water return, 85°F (29ºC) condenser water supply, and 75°F (24ºC) outdoor air wet-bulb temperature shall meet the energy efficiency requirement for axial fan opencircuit cooling towers listed in Table 703.8.1(7). Exception: Open-circuit cooling towers that are ducted (inlet or discharge) or require external sound attenuation. [ASHRAE 90.1:6.5.5.3] 703.5.6 Energy Recovery. 703.5.6.1 Exhaust Air Energy Recovery. Each fan system shall have an energy recovery system when the system’s supply air flow rate exceeds the value listed in Table 703.5.6.1 based on the climate zone and percentage of outdoor air flow rate at design conditions. Energy recovery systems required by this section shall have not less than 50 percent recovery effectiveness. Fifty percent energy recovery effectiveness shall mean a change in the enthalpy of the outdoor air supply equal to 50 percent of the difference between the outdoor air and return air enthalpies at design conditions. Provision shall be made to bypass or control the energy recovery system to permit air economizer operation as required by Section 703.5.1.1. [ASHRAE 90.1:6.5.6.1] Exceptions: (1) Laboratory systems meeting Section 703.5.7.2. (2) Systems serving spaces that are not cooled and that are heated to less than 60°F (16ºC). selections for systems that operate under variable flow conditions (e.g., modulating two-way control valves at coils) and that contain variable-speed pump motors are allowed to be made from the “Variable Flow/Variable Speed” columns. All others shall be made from the “Other” columns. [ASHRAE 90.1: 6.5.4.5] Exception: (1) Design flow rates exceeding the values in Table 703.5.4.5 are allowed in specific sections of pipe if the pipe in question is not in the critical circuit at design conditions and is not predicted to be in the critical circuit during more than 30 percent of operating hours. (2) Piping systems that have equivalent or lower total pressure drop than the same system constructed with standard weight steel pipe with piping and fittings sized per Table 703.5.4.5. 703.5.5 Heat Rejection Equipment. 703.5.5.1 General. Section 703.5.5 applies to heat rejection equipment used in comfort cooling systems such as air-cooled condensers, open cooling towers, closed-circuit cooling towers, and evaporative condensers. [ASHRAE 90.1:6.5.5.1] Exception: Heat rejection devices whose energy usage is included in the equipment efficiency ratings listed in Table 703.8.1(1) through Table 703.8.1(4). 703.5.5.2 Fan Speed Control. Each fan powered by a motor of 7.5 hp (6.0 kW) or larger shall have the capability to operate that fan at two-thirds of full speed or less and shall have controls that automatically change the fan speed to control the leaving fluid temperature or condensing temperature/pressure of the heat rejection device. [ASHRAE 90.1:6.5.5.2] Exceptions: (1) Condenser fans serving multiple refrigerant circuits. (2) Condenser fans serving flooded condensers. TABLE 703.5.4.5 PIPING SYSTEM DESIGN MAXIMUM FLOW RATE IN GPM [ASHRAE 90.1: TABLE 6.5.4.5] Operating Hours/Year ≤2000 Hours/Year >2000 and ≤ 4400 Hours/year >4400 Hours/Year Nominal Pipe Size, in. Other Variable Flow/ Variable Speed Other Variable Flow/ Variable Speed Other Variable Flow/ Variable Speed 2 1/2 3 4 5 6 8 10 12 120 180 350 410 740 1200 1800 2500 180 270 530 620 1100 1800 2700 3800 85 140 260 310 570 900 1300 1900 130 210 400 470 860 1400 2000 2900 68 110 210 250 440 700 1000 1500 110 170 320 370 680 1100 1600 2300 Maximum Velocity for Pipes over 12 in. Size 8.5 fps 13.0 fps 6.5 fps 9.5 fps 5.0 fps 7.5 fps GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 53 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY (3) Systems exhausting toxic, flammable, paint, corrosive fumes, or dust. (4) Commercial kitchen hoods used for collecting and removing grease vapors and smoke. (5) Where more than 60 percent of the outdoor air heating energy is provided from site-recovered or site-solar energy. (6) Heating energy recovery in climate zone 1 and zone 2. (7) Cooling energy recovery in climate zones 3c, 4c, 5b, 5c, 6b, 7, and 8. (8) Where the largest source of air exhausted at a single location at the building exterior is less than 75 percent of the design outdoor air flow rate. (9) Systems requiring dehumidification that employ energy recovery in series with the cooling coil. (10) Systems expected to operate less than 20 hours per week at the outdoor air percentage covered by Table 703.5.6.1. 703.5.6.2 Heat Recovery for Service Water Heating. 703.5.6.2.1 Condenser heat recovery systems shall be installed for heating or preheating of service hot water provided all of the following are true: (1) The facility operates 24 hours a day. (2) The total installed heat rejection capacity of the water-cooled systems exceeds 6 000 000 Btu/h (1758 kW) of heat rejection. (3) The design service water heating load exceeds 1 000 000 Btu/h (293 kW). [ASHRAE 90.1:6.5.6.2.1] 703.5.6.2.2 The required heat recovery system shall have the capacity to provide the smaller of: (1) 60 percent of the peak heat rejection load at design conditions, or (2) Preheat of the peak service hot water draw to 85ºF (30ºC). Exceptions: (1) Facilities that employ condenser heat recovery for space heating with a heat recovery design exceeding 30 percent of the peak water-cooled condenser load at design conditions. (2) Facilities that provide 60 percent of their service water heating from site-solar or site-recovered energy or from other sources. [ASHRAE 90.1:6.5.6.2.2] 703.5.7 Exhaust Systems. 703.5.7.1 Kitchen Exhaust Systems. 703.5.7.1.1 Replacement air introduced directly into the hood cavity of kitchen exhaust hoods shall not exceed 10 percent of the hood exhaust airflow rate. [ASHRAE 90.1:6.5.7.1.1] 703.5.7.1.2 Conditioned supply air delivered to any space with a kitchen hood shall not exceed the greater of: (1) The supply flow required to meet the space heating or cooling load (2) The hood exhaust flow minus the available transfer air from adjacent spaces. Available transfer air is that portion of outdoor ventilation air not required to satisfy other exhaust needs, such as restrooms, and not required to maintain pressurization of adjacent spaces. [ASHRAE 90.1:6.5.7.1.2] 703.5.7.1.3 If a kitchen/dining facility has a total kitchen hood exhaust airflow rate greater than 5000 ft3/min (2360 L/s) then each hood shall have an exhaust rate that complies with Table 703.5.7.1.3. If a single hood, or hood section, is installed over appliances with different duty ratings, then the maximum allowable flow rate for the hood or hood section shall not exceed the Table 703.5.7.1.3 values for the highest appli- TABLE 703.5.6.1 ENERGY RECOVERY REQUIREMENT [ASHRAE 90.1: TABLE 6.5.6.1] % OUTDOOR AIR AT FULL DESIGN AIRFLOW RATE ZONE ≥30% and <40% ≥40% and <50% ≥50% and <60% NR NR ≥11 000 NR NR ≥5500 NR ≥26 000 ≥4500 ≥5500 ≥4500 ≥2500 ≥1000 ≥60% and <70% ≥70% and <80% ≥80% NR ≥5000 ≥5000 ≥12 000 ≥5000 ≥4000 ≥3500 ≥2500 ≥1500 ≥3500 ≥2000 ≥1000 >0 >0 >0 >0 >0 DESIGN SUPPLY FAN AIRFLOW RATE (cfm) 3B, 3C, 4B, 4C, 5B 1B, 2B, 5C 6B 1A, 2A, 3A, 4A, 5A, 6A 7, 8 NR—Not required 54 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY ance duty rating under the hood or hood section. Refer to ASHRAE Standard 154 for definitions of hood type, appliance duty, and net exhaust flow rate. Exception: At least 75 percent of all the replacment air is transfer air that would otherwise be exhausted. [ASHRAE 90.1:6.5.7.1.3] TABLE 703.5.7.1.3 MAXIMUM NET EXHAUST FLOW RATE, CFM PER LINEAR FOOT OF HOOD LENGTH [ASHRAE 90.1: TABLE 6.5.7.1.3] Type of Hood Wallmounted canopy Single island Double island (per side) Light Duty Equipment Medium Heavy Extra Duty Duty Heavy Duty Equipment Equipment Equipment 140 210 280 385 280 350 420 490 175 210 280 385 Eyebrow 175 175 Not allowed Backshelf/ Pass-over 210 210 280 Not allowed Not allowed 703.5.7.1.4 If a kitchen/dining facility has a total kitchen hood exhaust airflow rate greater than 5000 ft3/min (2360 L/s) then it shall have one of the following: (1) At least 50 percent of all replacement air is transfer air that would otherwise be exhausted. (2) Demand ventilation system(s) on at least 75 percent of the exhaust air. Such systems shall be capable of at least 50 percent reduction in exhaust and replacement air system airflow rates, including controls necessary to modulate airflow in response to appliance operation and to maintain full capture and containment of smoke, effluent and combustion products during cooking and idle. (3) Listed energy recovery devices with a sensible heat recovery effectiveness of not less than 40 percent on at least 50 percent of the total exhaust airflow. [ASHRAE 90.1:6.5.7.1.4] 703.5.7.1.5 Performance Testing. An approved field test method shall be used to evaluate design air flow rates and demonstrate proper capture and containment performance of installed commercial kitchen exhaust systems. Where demand ventilation systems are utilized to meet Section 703.5.7.1.4, additional performGREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ance testing shall be required to demonstrate proper capture and containment at minimum airflow. [ASHRAE 90.1:6.5.7.1.5] 703.5.7.2 Laboratory Exhaust Systems. Buildings with laboratory exhaust systems having a total exhaust rate greater than 5000 ft3/min (2360 L/s) shall include at least one of the following features: (1) VAV laboratory exhaust and room supply systems capable of reducing exhaust and makeup air flow rates and/or incorporate a heat recovery system to precondition makeup air from laboratory exhaust that shall meet the following: A + Bx(E/M)≥50% Where: A = Percentage that the exhaust and makeup air flow rates can be reduced from design conditions. B = Percentage sensible recovery effectivness. E = Exhaust airflow rate through the heat recovery device at design conditions. M = Makeup air flow rate of the system at design conditions. (2) VAV laboratory exhaust and room supply systems that are required to have minimum circulation rates to comply with code or accreditation standards shall be capable of reducing zone exhaust and makeup air flow rates to the regulated minimum circulation values, or the minimum required to maintain pressurization relationship requirements. Non regulated zones shall be capable of reducing exhaust and makeup air flow rates to 50 percent of the zone design values, or the minimum required to maintain pressurization relationship requirements. (3) Direct makeup (auxiliary) air supply equal to at least 75 percent of the exhaust rate, heated no warmer than 2°F (-17ºC) below room setpoint, cooled to no cooler than 3°F (-16ºC) above room setpoint, no humidification added, and no simultaneous heating and cooling used for dehumidification control. [ASHRAE 90.1: 6.5.7.2] 703.5.7.3 Grease Removal Devices. Reserved. 703.5.8 Radiant Heating Systems. 703.5.8.1 Heating Unenclosed Spaces. Radiant heating shall be used when heating is required for unenclosed spaces. [ASHRAE 90.1:6.5.8.1] Exception: Loading docks equipped with air curtains. 703.5.8.2 Heating Enclosed Spaces. Radiant heating systems that are used as primary or supplemental enclosed space heating must be in conformance with the governing provisions of the 55 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY supplement, including, but not limited to, the following: (1) Radiant hydronic ceiling or floor panels (used for heating or cooling). (2) Combination or hybrid systems incorporating radiant heating (or cooling) panels. (3) Radiant heating (or cooling) panels used in conjunction with other systems such as VAV or thermal storage systems. [ASHRAE 90.1:6.5.8.2] 703.5.9 Hot Gas Bypass Limitation. Cooling systems shall not use hot gas bypass or other evaporator pressure control systems unless the system is designed with multiple steps of unloading or continuous capacity modulation. The capacity of the hot gas bypass shall be limited as indicated in Table 703.5.9. [ASHRAE 90.1:6.5.9] Exception: Unitary packaged systems with cooling capacities not greater than 90 000 Btu/h (26.4 kW). TABLE 703.5.9 HOT GAS BYPASS LIMITATION [ASHRAE 90.1: TABLE 6.5.9] Rated Capacity Maximum Hot Gas Bypass Capacity (percent of total capacity) ≤240,000 Btu/h >240,000 Btu/h 50% 25% For SI units: 1000 British thermal units per hour = 0.293 kW 703.6 Alternative Compliance Path (Not Used). [ASHRAE 90.1:6.6] 703.7 Submittals. 703.7.1 General. The Authority Having Jurisdiction shall require submittal of compliance documentation and supplemental information in accordance with Section 703.7.1.1 through Section 703.7.1.3. 703.7.1.1 Construction Details. Compliance documents shall show all the pertinent data and features of the building, equipment, and systems in sufficient detail to permit a determination of compliance by the building official and to indicate compliance with the requirements of this supplement. [ASHRAE 90.1:4.2.2.1] 703.7.1.2 Supplemental Information. Supplemental information necessary to verify compliance with this supplement, such as calculations, worksheets, compliance forms, vendor literature, or other data, shall be made available when required by the Authority Having Jurisdiction. [ASHRAE 90.1:4.2.2.2] 703.7.1.3 Manuals. Operating and maintenance information shall be provided to the building owner. This information shall include, but not be limited to, the information specified Section 703.7.1.3.1 and Section 703.7.3.2. [ASHRAE 90.1:4.2.2.3] 56 Required Information. 703.7.1.3.1 Construction documents shall require that an operating manual and maintenance manual be provided to the building owner. The manuals shall include, at a minimum, the following: (1) Submittal data stating equipment rating and selected options for each piece of equipment requiring maintenance. (2) Operation manuals and maintenance manuals for each piece of equipment requiring maintenance. Required routine maintenance actions shall be clearly identified. (3) Names and addresses of at least one qualified service agency. (4) A complete narrative of how each system is intended to operate. [ASHRAE 90.1:4.2.2.3] 703.7.2 Labeling of Material and Equipment. Materials and equipment shall be labeled in a manner that will allow for determination of their compliance with the applicable provisions of this supplement. [ASHRAE 90.1:4.2.3] 703.7.3 Completion Requirements. The following requirements are mandatory provisions and are necessary for compliance with this supplement. [ASHRAE 90.1:6.7.2] 703.7.3.1 Drawings. Construction documents shall require that, within 90 days after the date of system acceptance, record drawings of the actual installation be provided to the building owner or the designated representative of the building owner. Record drawings shall include, as a minimum, the location and performance data on each piece of equipment, general configuration of duct and pipe distribution system including sizes, and the terminal air or water design flow rates. [ASHRAE 90.1:6.7.2.1] 703.7.3.2 Manuals. Construction documents shall require that an operating manual and a maintenance manual be provided to the building owner or the designated representative of the building owner within 90 days after the date of system acceptance. These manuals shall be in accordance with industryaccepted standards (see Informative Appendix E of ASHRAE 90.1) and shall include, at a minimum, the following: (1) Submittal data stating equipment size and selected options for each piece of equipment requiring maintenance. (2) Operation manuals and maintenance manuals for each piece of equipment requiring maintenance, except equipment not furnished as part of the project. Required routine maintenance actions shall be clearly identified. (3) Names and addresses of at least one service agency. (4) HVAC controls system maintenance and calibration information, including wiring diagrams, GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY schematics, and control sequence descriptions. Desired or field-determined setpoints shall be permanently recorded on control drawings at control devices or, for digital control systems, in programming comments. (5) A complete narrative of how each system is intended to operate, including suggested setpoints. [ASHRAE 90.1:6.7.2.2] 703.7.3.3 System Balancing. 703.7.3.3.1 General. Construction documents shall require that all HVAC systems be balanced in accordance with generally accepted engineering standards (see informative Appendix E of ASHRAE 90.1). Construction documents shall require that a written balance report be provided to the building owner or the designated representative of the building owner for HVAC systems serving zones with a total conditioned area exceeding 5000 ft2 (465.0 m2). [ASHRAE 90.1:6.7.2.3.1] 703.7.3.3.2 Air System Balancing. Air systems shall be balanced in a manner to first minimize throttling losses. Then, for fans with fan system power greater than 1 hp (0.75 kW), fan speed shall be adjusted to meet design flow conditions. [ASHRAE 90.1:6.7.2.3.2] 703.7.3.3.3 Hydronic System Balancing. Hydronic systems shall be proportionately balanced in a manner to first minimize throttling losses; then the pump impeller shall be trimmed or pump speed shall be adjusted to meet design flow conditions. [ASHRAE 90.1:6.7.2.3.3] Exceptions: Impellers need not be trimmed nor pump speed adjusted. (1) For pumps with pump motors of 10 hp (7.5 kW) or less. (2) When throttling results in no greater than 5 percent of the nameplate horsepower draw, or 3 hp (2.2 kW), whichever is greater, above that required if the impeller was trimmed. 703.7.3.4 System Commissioning. HVAC control systems shall be tested to ensure that control elements are calibrated, adjusted, and in proper working condition. For projects larger than 50 000 ft2 (4645.2 m2) conditioned area, except warehouses and semiheated spaces, detailed instructions for commissioning HVAC systems shall be provided by the designer in plans and specifications. [ASHRAE 90.1:6.7.2.4] 703.7.3.4.1 Minimum Level of Commission. Commissioning shall be performed for HVAC systems in accordance with Level 1, Basic Commissioning of the SMACNA HVAC Systems Commissioning Manual. (See Appendix C for additional information on HVAC system commissioning). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 703.8 Minimum Equipment Efficiency Tables. [ASHRAE 90.1:6.8] 703.8.1 Minimum Efficiency Requirement Listed Equipment—Standard Rating and Operating Conditions. [ASHRAE 90.1:6.8.1] 703.8.2 Duct Insulation Tables. [ASHRAE 90.1: 6.8.2] 704.0 Solar Energy Systems. Solar energy systems shall be installed in accordance with the Uniform Solar Energy Code. 705.0 Geothermal Systems. 705.1 General. Geothermal systems that use the earth or body of water as a heat source or sink for heating or cooling shall comply with Section 705.1.1 through Section 705.1.4. 705.1.1 Design, Installation and Testing. Geothermal systems shall be designed by a registered design professional. The geothermal system design, installation and testing shall comply with CSA C448, and the applicable requirements for hydronic piping systems of the mechanical code. 705.1.2 Pipe Materials. Unless otherwise approved by the Authority Having Jurisdiction, underground and submerged pipe used in geothermal systems shall be polyethylene manufactured from resin compound PE 3408 or PE 4710 that complies with ASTM D3350 with a cell classification of 345564 or 345434. Pipe shall comply with ASTM Standard D 3035 or CSA Standard B137.1. Polyethylene fittings shall comply with the requirements in ASTM D3261, ASTM D2683, ASTM F1055 or CSA Standard B137.1. Joints and connections of underground and submerged polyethylene piping shall be heat fused or electrofused. All other pipe and fittings shall comply with the applicable requirements for hydronic piping systems in the mechanical code. 705.1.3 Marking. Geothermal piping systems shall have uppercase lettering, with the words “GEOTHERMAL” or “GEO.” Additional, the piping shall not be marked with the word “potable,” or the letters “P” or “PW.” 705.1.4 Heat Pump Approval. Water source heat pumps used in conjunction with geothermal heat exchangers shall be listed and labeled for use in such systems and shall be designed for the minimum and maximum design water temperature. 57 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(1) ELECTRONICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS – MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1A] EQUIPMENT TYPE SIZE CATEGORY Air conditioners, air cooled <65 000 Btu/h3 Through-the-wall, air cooled ≤30 000 Btu/h3 ≥65 000 Btu/h and <135 000 Btu/h ≥135 000 Btu/h and <240 000 Btu/h Air conditioners, air cooled ≥240 000 Btu/h and <760 000 Btu/h ≥760 000 Btu/h 58 HEATING SECTION TYPE All All SUBCATEGORY OR RATING CONDITION 1 MINIMUM EFFICIENCY Split System 13.0 SEER Single Package 13.0 SEER Split System 12.0 SEER Single Package 12.0 SEER Electric resistance (or none) Split system and 11.2 EER single package 11.4 IEER All other Split system and 11.0 EER single package 11.2 IEER Electric resistance (or none) Split system and 11.0 EER single package 11.2 IEER All other Split system and 10.8 EER single package 11.0 IEER Electric resistance (or none) Split system and 10.0 EER single package 10.1 IEER All other Split system and 9.8 EER single package 9.9 IEER Electric resistance (or none) Split system and 9.7 EER single package 9.8 IEER All other Split system and 9.5 EER single package 9.6 IEER 2 TEST PROCEDURE AHRI 210/240 AHRI 340/360 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(1) (continued) ELECTRONICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS – MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1A] EQUIPMENT TYPE SIZE CATEGORY <65 000 Btu/h ≥65 000 Btu/h and <135 000 Btu/h ≥135 000 Btu/h and <240 000 Btu/h Air conditioners, water cooled ≥240 000 Btu/h and <760 000 Btu/h HEATING SECTION TYPE All Air conditioners, evaporatively cooled ≥135 000 Btu/h and <240 000 Btu/h Split system and 12.1 EER single package 12.3 IEER 11.5 EER (before 6/1/2011) Split system and 12.1 EER (as of 6/1/2011) single package 11.7 IEER (before 6/1/2011) 12.3 IEER (as of 6/1/2011) All other 11.3 EER (before 6/1/2011) Split system and 11.9 EER (as of 6/1/2011) single package 11.5 IEER (before 6/1/2011) 12.1 IEER (as of 6/1/2011) Electric Resistance (or none) 11.0 EER (before 6/1/2011) Split system and 12.5 EER (as of 6/1/2011_ single package 11.2 IEER (before 6/1/2011) 12.5 IEER (as of 6/1/2011) All other 10.8 EER (before 6/1/2011) Split system and 12.3 EER (before 6/1/2011) single package 11.0 IEER (before 6/1/2011) 12.5 IEER (before 6/1/2011) Electric Resistance (or none) 11.0 EER (before 6/1/2011) Split system and 12.4 EER (as of 6/1/2011) single package 11.1 IEER (before 6/1/2011) 12.6 IEER (as of 6/1/2011) All other 10.8 EER (before 6/1/2011) Split system and 12.2 EER (as of 6/1/2011) single package 10.9 IEER (before 6/1/2011) 12.4 IEER (as of 6/1/2011) Electric Resistance (or none) 11.0 EER (before 6/1/2011) Split system and 12.2 EER (as of 6/1/2011_ single package 11.1 IEER (before 6/1/2011) 12.4 IEER (as of 6/1/2011) All other ≥65 000 Btu/h and <135 000 Btu/h 1 MINIMUM EFFICIENCY Electric resistance (or none) ≥760 000 Btu/h <65 000 Btu/h SUBCATEGORY OR RATING CONDITION All 10.8 EER (before 6/1/2011) Split system and 12.0 EER (as of 6/1/2011_ single package 10.9 IEER (before 6/1/2011) 12.2 IEER (as of 6/1/2011) Split system and 12.1 EER single package 12.3 IEER Electric resistance (or none) 11.5 EER (before 6/1/2011) Split system and 12.1 EER (as of 6/1/2011) single package 11.7 IEER (before 6/1/2011) 12.3 IEER (as of 6/1/2011) All other 11.3 EER (before 6/1/2011) Split system and 11.9 EER (as of 6/2/2011) single package 11.5 IEER (before 6/1/2011) 12.1 IEER (as of 6/1/2011) Electric Resistance (or none) 11.0 EER (before 6/1/2011) Split system and 12.0 EER (as of 6/1/2011_ single package 11.2 IEER (before 6/1/2011) 12.2 IEER (as of 6/1/2011) GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT TEST PROCEDURE 2 AHRI 210/240 AHRI 340/360 AHRI 210/240 AHRI 340/360 59 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(1) (continued) ELECTRONICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS – MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1A] EQUIPMENT TYPE SIZE CATEGORY ≥135 000 Btu/h and <240 000 Btu/h Air conditioners, evaporatively cooled ≥240 000 Btu/h and <760 000 Btu/h HEATING SECTION TYPE All other Electric Resistance (or none) All other Electric Resistance (or none) ≥760 000 Btu/h All other Condensing units, air cooled ≥135 000 Btu/h Condensing units, water cooled Condensing units, water or evaporatively cooled ≥135 000 Btu/h ≥135 000 Btu/h – – – SUBCATEGORY OR RATING CONDITION 1 MINIMUM EFFICIENCY 2 TEST PROCEDURE 10.8 EER (before 6/1/2011) Split system and 11.8 EER (as of 6/1/2011) single package 11.0 IEER (before 6/1/2011) 12.0 IEER (as of 6/1/2011) 11.0 EER (before 6/1/2011) Split system and 11.9 EER (as of 6/1/2011) single package 11.1 IEER (before 6/1/2011) 12.1 IEER (as of 6/1/2011) 10.8 EER (before 6/1/2011) Split system and 12.2 EER (as of 6/1/2011) single package 10.9 IEER (before 6/1/2011) 11.9 IEER (as of 6/1/2011) 11.0 EER (before 6/1/2011) Split system and 11.7 EER (as of 6/1/2011_ single package 11.1 IEER (before 6/1/2011) 11.9 IEER (as of 6/1/2011) 10.8 EER (before 6/1/2011) Split system and 11.5 EER (as of 6/1/2011_ single package 10.9 IEER (before 6/1/2011) 11.7 IEER (as of 6/1/2011) – 10.1 EER (before 6/1/2011) 10.5 EER (as of 6//1/2011) 11.4 IEER (before 6/1/2011) 11.8 IEER (as of 6/1/2011) – 13.1 EER (before 6/1/2011) 13.5 EER (as of 6//1/2011) 13.6 IEER (before 6/1/2011) 14.0 IEER (as of 6/1/2011) – 13.1 EER (before 6/1/2011) 13.5 EER (as of 6//1/2011) 13.6 IEER (before 6/1/2011) 14.0 IEER (as of 6/1/2011) AHRI 340/360 AHRI 365 For SI units: 1000 British thermal units per hour = 0.293 kW 1 IPLVs and part-load rating conditions are only applicable to equipment with capacity modulation. 2 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure including the referenced year version of the test procedure. 3 Single-phase, air-cooled air conditioners <65 000 Btu/h (19.05 kW) are regulated by NAECA. SEER values are those set by NAECA. 60 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(2) ELECTRONICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS— MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1B] EQUIPMENT TYPE Air cooled (cooling mode) SIZE CATEGORY <65 000 Btu/h3 Through-the-wall (air ≤30 000 Btu/h3 cooled, cooling mode) ≥65 000 Btu/h and <135 000 Btu/h Air cooled (cooling mode) ≥135 000 Btu/h and <240 000 Btu/h HEATING SECTION TYPE All All SUBCATEGORY OR RATING CONDITION 1 MINIMUM EFFICIENCY Split System 13.0 SEER Single Package 13.0 SEER Split System Single Package 12 SEER TEST PROCEDURE 2 AHRI 210/240 12.0 SEER Electric resistance (or none) Split system and 11.0 EER single package 11.2 IEER All other Split system and 10.8 EER single package 11.0 IEER Electric resistance (or none) Split system and 10.6 EER single package 10.7 IEER All other Split system and 10.4 EER single package 10.5 IEER Electric resistance (or none) Split system and 9.5 EER single package 9.6 IEER All other Split system and 9.3 EER single package 9.4 IEER AHRI 340/360 ≥240 000 Btu/h <17 000 Btu/h Water source (cooling mode) Groundwater source (cooling mode) Ground source (cooling mode) Water source water-towater (cooling mode) Groundwater source water to water (cooling mode) Ground source brine to water (cooling mode) ≥17 000 Btu/h and <65 000 Btu/h ≥65 000 Btu/h and <135 000 Btu/h All All All 86°F entering water 86°F entering water 86°F entering water 59°F entering water 77°F entering water 86°F entering water 11.2 EER 12.0 EER ISO 13256-1 12.0 EER <135 000 Btu/h All 16.2 EER <135 000 Btu/h All <135 000 Btu/h All <135 000 Btu/h All 59°F entering water 16.3 EER <135 000 Btu/h All 77°F entering water 12.1 EER 13.4 EER 10.6 EER <65 000 Btu/h3 (cooling capacity) – Split system 7.7 HSPF – Single package 7.7 HSPF Through-the-wall, (air ≤30 000 Btu/h3 cooled, heating mode) (cooling capacity) – Split system 7.4 HSPF – Single package 7.4 HSPF Air cooled (heating mode) GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT ISO 13256-1 ISO 13256-2 AHRI 210/240 61 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(2) (continued) ELECTRONICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS— MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1B] EQUIPMENT TYPE Air cooled (heating mode) SIZE CATEGORY HEATING SECTION TYPE ≥65 000 Btu/h and <135 000 Btu/h (cooling capacity) – 135 000 Btu/h (cooling capacity) 1 SUBCATEGORY OR RATING CONDITION 47°F db/43°F wb outdoor air 17°F db/15°F wb outdoor air 47°F db/43°F wb outdoor air 17°F db/15°F wb outdoor air 68°F entering water MINIMUM EFFICIENCY TEST PROCEDURE 2 3.3 COP 2.25 COP AHRI 340/360 3.2 COP 2.05 COP Water source (heating mode <135 000 Btu/h (cooling capacity) – Groundwater source (heating mode) <135 000 Btu/h (cooling capacity) – 50°F entering water 3.6 COP Ground Source (heating mode) <135 000 Btu/h (cooling capacity) – 32°F entering water 3.1 COP Water source water to water (heating mode) <135 000 Btu/h (cooling capacity) – 68°F entering water 3.7 COP Groundwater source water to water (heating mode) <135 000 Btu/h (cooling capacity) – 50°F entering water 3.1 COP Ground source brine to water (heating mode) <135 000 Btu/h (cooling capacity) – 32°F entering water 4.2 COP ISO 13256-1 ISO 13256-2 2.5 COP For SI units: 1000 British thermal units per hour = 0.293 kW, t/ºC = (t/ºF-32)/1.8 1 IPLVs and part-load rating conditions are only applicable to equipment with capacity modulation. 2 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure including the referenced year version of the test procedure. 3 Single-phase air-cooled heat pumps <65 000 Btu/h (19.05 kW) are regulated by NAECA, SEER, and HSPF values are those set by NAECA. 62 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(3) WATER CHILLING PACKAGES—EFFICIENCY REQUIREMENTS1 [ASHRAE 90.1: TABLE 6.8.1C] EQUIPMENT TYPE SIZE CATEGORY PATH A UNITS FULL LOAD TEST PATH B IPLV FULL LOAD NA4 NA4 EER ≥9.562 ≥12.500 NA ≥150 tons EER ≥9.562 ≥12.500 NA4 Air cooled, without condenser, electrically All capacities operated EER Air-cooled chillers without condensers must be rated with matching condensers and comply with the air-cooled chiller efficiency requirements. Water cooled, electrically operated, recipro- All capacities cating kW/ton Reciprocating units must comply with water-cooled positive displacement efficiency requirements. <75 tons ≥75 tons and <150 Water cooled, electritons cally operated, positive ≥150 tons and displacement <300 tons ≥300 tons Water cooled, electrically operated, centrifugal 2 IPLV 4 <150 tons Air-Cooled Chillers PROCEDURE kW/ton ≤0.780 ≤0.630 ≤0.800 ≤0.600 kW/ton ≤0.775 ≤0.615 ≤0.790 ≤0.586 kW/ton ≤0.680 ≤0.580 ≤0.718 ≤0.540 kW/ton ≤0.620 ≤0.540 ≤0.639 ≤0.490 <150 tons ≥150 tons and <300 tons ≥300 tons and <600 tons kW/ton ≤0.634 ≤0.596 ≤0.639 ≤0.450 kW/ton ≤0.634 ≤0.596 ≤0.639 ≤0.450 kW/ton ≤0.576 ≤0.549 ≤0.600 ≤0.400 ≥600 tons kW/ton ≤0.570 ≤0.539 ≤0.590 ≤0.400 Air-cooled absorption single effect All capacities COP ≥0.600 NR5 NA4 NA4 Water-cooled absorption single effect All capacities COP ≥0.700 NR5 NA4 NA4 4 4 AHRI 550/590 AHRI 560 Absorption double effect, indirect-fired All capacities COP ≥1.000 ≥1.050 NA Absorption double effect direct-fired All capacities COP ≥1.000 ≥1.000 NA4 NA NA4 For SI units: 1 ton = 1000 kg, t/ºC = (t/ºF-32)/1.8 1 The centrifugal chiller equipment requirements after adjustment per 703.4.1.2 do not apply to chillers where the design leaving evaporator temperature is <36°F (2.2ºC). The requirements do not apply to positive displacement chillers with design leaving fluid temperatures ≤32ºF (0ºC). The requirements do not apply to absorption chillers with design leaving fluid temperatures <40°F (4ºC). 2 Compliance with this supplement can be obtained by meeting the minimum requirements of Path A or Path B. However, both the full load and IPLV must be met to fulfill the requirements of Path A or Path B. 3 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure, including the referenced year version of the test procedure. 4 NA means that this requirement is not applicable and cannot be used for compliance. 5 NR means that there are no minimum requirements for this category. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 63 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(4) ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL SINGLE-PACKED VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1D] EQUIPMENT TYPE SIZE CATEGORY (INPUT) SUBCATEGORY OR RATING CONDITION MINIMUM EFFICIENCY PTAC (cooling mode) Standard Size All capacities 95°F db outdoor air 12.5 - (0.213 x Cap/ l 000)3 EER (before 10/8/2012) 13.8 - (0.300 x Cap/1000)3 PTAC (cooling mode) Nonstandard Size2 All capacities 95°F db outdoor air 10.9 - (0.213 x Cap/1000)3 EER 95°F db outdoor air 12.3 - (0.213 x Cap/1000)3 EER (before 10/8/2012) 14.0 - (0.300 x Cap/1000)3 EER (as of 10/8/2012) PTHP (cooling mode) Standard Size PTHP (cooling mode) Nonstandard Size2 All capacities All capacities 95°F db outdoor air PTHP (heating mode) Standard Size All capacities PTHP (heating mode) Nonstandard Size2 All capacities 2.9 - (0.026 x Cap/1000)3 COP SPVAC (cooling mode) ≥65 000 Btu/h and <135 000 Btu/h ≥135 000 Btu/h and <240 000 Btu/h <65 000 Btu/h SPVHP (cooling mode) ≥65 000 Btu/h and <135 000 Btu/h ≥135 000 Btu/h and <240 000 Btu/h <65 000 Btu/h SPVHP (heating mode) 64 ≥65 000 Btu/h and <135 000 Btu/h ≥135 000 Btu/h and <240 000 Btu/h 95°F db/75°F wb outdoor air 95°F db/75°F wb outdoor air 95°F db/75°F wb outdoor air 95°F db/75°F wb outdoor air 95°F db/75°F wb outdoor air 95°F db/75°F wb outdoor air 47°F db/43°F wb outdoor air 47°F db/43°F wb outdoor air 47°F db/43°F wb outdoor air 1 ARI 310/380 10.8 - (0.213 x Cap/1000)3 EER 3.2 - (0.026 x Cap/1000)3 COPH (before 10/8/2012) 3.7 - (0.052 x Cap/1000)3 COPH (as of 10/8/2012) <65 000 Btu/h TEST PROCEDURE 9.0 EER 8.9 EER 8.6 EER 9.0 EER 8.9 EER AHRI 390 8.6 EER 3.0 COP 3.0 COP 2.9 COP GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(4) (continued) ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL SINGLE-PACKED VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONER HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1D] EQUIPMENT TYPE SIZE CATEGORY (INPUT) SUBCATEGORY OR RATING CONDITION MINIMUM EFFICIENCY <6000 Btu/h ≥6000 Btu/h and <8000 Btu/h ≥8000 Btu/h and <14 000 Btu/h ≥14 000 Btu/h and <20,000 Btu/h – 9.7 SEER – 9.7 EER – 9.8 EER – 9.7 SEER ≥20 000 Btu/h – 8.5 EER <8000 Btu/h – 9.0 EER ≥8000 Btu/h and <20 000 Btu/h – 8.5 EER ≥20 000 Btu/h – 8.5 EER Room air-conditioner heat pumps with <20 000 Btu/h louvered sides ≥20 000 Btu/h – 9.0 EER – 8.5 EER Room air conditioner heat pumps without louvered sides <14 000 Btu/h – 8.5 EER ≥14 000 Btu/h – 8.0 EER Room air conditioner, casement only All capacities – 8.7 EER Room air conditioner, casement-slider All capacities – 9.5 EER Room air conditioners, with louvered sides Room air conditioners, without louvered sides TEST PROCEDURE 4 ANSI/AHAM RAC-1 ANSI/AHAM RAC-1 For SI units: 1000 British thermal units per hour = 0.293 kW, t/ºC = (t/Fº-32)/1.8 1 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure, including the referenced year version of the test procedure. 2 Nonstandard Size units must be factory labeled as follows: "MANUFACTURED FOR NONSTANDARD SIZE APPLICATIONS ONLY; NOT TO BE INSTALLED IN NEW STANDARD PROJECTS." Nonstandard size efficiencies apply only to units being installed in existing sleeves having an external wall opening of less than 16 inch (406 mm) high or less than 42 inch (1067 mm) wide and having a cross-sectional area less than 670 square inches (0.432 m2). 3 Cap means the rated cooling capacity of the product in Btu/h (kW). If the unit's capacity is less than 7000 Btu/h (2.05 kW). use 7000 Btu/h (2.05 kW) in the calculation. If the unit's capacity is greater than 15 000 Btu/h (4.4 kW), use 15 000 Btu/h (4.4 kW) in the calculation. 4 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure, including the referenced year version of the test procedure. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 65 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(5) WARM-AIR FURNACES AND COMBINATION WARM-AIR FURNACES/AIR-CONDITIONING UNITS, WARM-AIR DUCT FURNACES AND UNIT HEATERS [ASHRAE 90.1: TABLE 6.8.1E] EQUIPMENT TYPE Warm-air furnace, gasfired SIZE CATEGORY (INPUT) SUBCATEGORY OR RATING CONDITION <225 000 Btu/h Maximum capacity3 <225 000 Btu/h Maximum capacity 3 78% AFUE or 80% Et2, 4 81% Et4 ≥225 000 Btu/h Warm-air duct furnaces, All capacities gas-fired Warm-air unit heaters, gasAll capacities fired Warm-air unit heaters, oilAll capacities fired 78% AFUE or 80% Et2, 4 80% Et4 ≥225 000 Btu/h Warm-air furnace, oil-fired MINIMUM EFFICIENCY Maximum capacity3 80% Ec5 Maximum capacity3 80% Ec5, 6 Maximum capacity3 80% Ec5, 6 1 TEST PROCEDURE DOE 10 CFR Part 430 or Section 2.39, Thermal Efficiency, of CSA Z21.47 Section 2.39, Thermal Efficiency, of CSA Z21.47 DOE 10 CFR Part 430 or Section 42, Combustion, of UL 727 Section 42, Combustion, UL 727 Section 2.10, Efficiency, of CSA Z83.8 Section 2.10, Efficiency, of CSA Z83.8 Section 40, Combustion, of UL 731 For SI units: 1000 British thermal units per hour = 0.293 kW. 1 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure, including the referenced year version of the test procedure. 2 Combination units not covered by NAECA (three-phase power or cooling capacity greater than or equal to 65 000 Btu/h (19.05 kW) shall be permitted to comply with either rating. 3 Compliance of multiple firing rate units shall be at the maximum firing rate. 4 Et = thermal efficiency. Units must also include an interrupted or intermittent ignition device (IID), have jacket losses not exceeding 0.75 percent of the input rating, and have either power venting or a flue damper. A vent damper is an acceptable alternative to a flue damper for those furnaces where combustion air is drawn from the conditioned space. 5 Ec = combustion efficiency (100 percent less flue losses). See test procedure for detailed discussion. 6 As of August 8, 2008, according to the Energy Policy Act of 2005, units must also include an interrupted or intermittent ignition device (IID) and have either power venting or an automatic flue damper. 66 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(6) GAS- AND OIL-FIRED BOILERS, MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1F] 1 SUBCATEGORY OR EQUIPMENT TYPE RATING CONDITION Gas-fired Boilers, hot water Oil-fired5 Gas-fired Gas-fired – all except natural draft Boilers, steam EFFICIENCY AS OF 3/2/2010 (Date three years after ASHRAE Board Approval) EFFICIENCY AS OF 3/2/2020 (Date thirteen years after ASHRAE Board Approval) TEST PROCEDURE 80% AFUE 80% AFUE 80% AFUE 10 CFR Part 430 75% Et 80% Et 80% Et >2 500 000 Btu/h1 80% Ec <300 000 Btu/h 80% AFUE ≥300 000 Btu/h and ≤2 500 000 78% Et Btu/h4 82% Ec 82% Ec 80% AFUE 80% AFUE 82% Et 82% Et >2 500 000 Btu/h1 83% Ec <300 000 Btu/h 75% AFUE ≥300 000 Btu/h and ≤2 500 000 75% Et Btu/h4 84% Ec 84% Ec 75% AFUE 75% AFUE 79% Et 79% Et 79% Et 79% Et 77% Et 79% Et >2 500 000 Btu/h1 80% Ec <300 000 Btu/h 80% AFUE ≥300 000 Btu/h and ≤2 500 000 78% Et Btu/h4 77% Et 79% Et 80% AFUE 80% AFUE 81% Et 81% Et >2 500 000 Btu/h1 83% Ec 81% Et 81% Et SIZE CATEGORY (INPUT) <300 000 Btu/h ≥300 000 Btu/h and ≤2 500 000 Btu/h4 MINIMUM 2, 3 EFFICIENCY >2 500 000 Btu/h1 80% Ec ≥300 000 Btu/h 75% Et Gas-fired – natural and ≤2 500 000 Btu/h4 draft Oil-fired5 10 CFR Part 431 10 CFR Part 430 10 CFR Part 431 10 CFR Part 430 10 CFR Part 431 10 CFR Part 430 10 CFR Part 431 For SI units: 1000 British thermal units per hour = 0.293 kW. 1 These requirements apply to boilers with rated input of 8 000 000 Btu/h (2344 kW) or less that are not packaged boilers and to all packaged boilers. Minimum efficiency requirements for boilers cover all capacities of packaged boilers. 2 Ec = combustion efficiency (100 percent less flue losses). See reference document for detailed information. 3 4 5 Et = thermal efficiency. See reference document for detailed information. Maximum capacity – minimum and maximum ratings as provided for and allowed by the unit's controls. Includes oil-tired (residual). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 67 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(7) PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT [ASHRAE 90.1: TABLE 6.8.1G] EQUIPMENT TYPE TOTAL SYSTEM HEAT REJECTION CAPACITY AT RATED CONDITIONS SUBCATEGORY OR RATING CONDITION PERFORMANCE REQUIRED 1, 2, 3 4, 5 TEST PROCEDURE 95°F entering water Propeller or axial fan opencircuit cooling towers All 85°F leaving water ≥ 38.2 gpm/hp CTI ATC-105 and CTI STD-201 ≥ 20.0 gpm/hp CTI ATC-105 and CTI STD-201 ≥14.0 gpm/hp CTI ATC-105S and CTI STD-201 ≥7.0 gpm/hp CTI ATC-105S and CTI STD-201 75°F entering wb 95°F entering water Centrifugal fan open-circuit cooling towers All 85°F leaving water 75°F entering wb 102°F entering water Propeller or axial fan closedcircuit cooling towers All 90°F leaving water 75°F entering wb 102°F entering water Centrifugal fan closed-circuit cooling towers Air-cooled condensers All 90°F leaving water 75°F entering wb All 125°F condensing temperature R-22 test fluid ≥176 000 Btu/h·hp 190°F entering gas temperature 15°F subcooling 95°F entering db ≥176 000 Btu/h·hp ARI 460 For SI units: t/ºC = (t/ºF-32)/1.8, 1 gallon per minute per horsepower = 0.085 L/s/kW, 1000 British thermal units per hour = 0.293 kW, 1 horsepower = 0.75 kW. 1 For purposes of this table, open-circuit cooling tower performance is defined as the water flow rating at the thermal rating condition listed in Table 703.8.1(7) divided by the fan motor nameplate rating. 2 For purposes of this table, closed-circuit cooling tower performance is defined as the process water flow rating of the tower at the thermal rating condition listed in Table 703.8.1(7) divided by the sum of the fan motor nameplate power and the integral spray pump motor nameplate power. 3 For purposes of this table, air-cooled condenser performance is defined as the heat rejected from the refrigerant divided by the fan motor nameplate power. 4 Section 12 of ASHRAE 90.1 contains a complete specification of the referenced test procedure, including the referenced year version of the test procedure. 5 The efficiencies and test procedures for both open- and closed-circuit cooling towers are not applicable to hybrid cooling towers that contain a combination of separate wet and dry heat exchange sections. 68 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(8) HEAT TRANSFER EQUIPMENT [ASHRAE 90.1: TABLE 6.8.1H] EQUIPMENT TYPE SUBCATEGORY Liquid-to-liquid heat exchangers Plate type MINIMUM TEST 1 2 EFFICIENCY PROCEDURE NR AHRI 400 1 NR = No Requirement 2 Section 12 of ASHRAE 90.1 contains complete specification of the referenced test procedure, including the referenced year version of the test procedure. TABLE 703.8.1(9) ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW AIR CONDITIONERS— MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1I] EQUIPMENT TYPE SIZE CATEGORY HEATING SECTION TYPE SUB-CATEGORY OR RATING CONDITION MINIMUM EFFICIENCY TEST PROCEDURE <65 000 Btu/h ALL VRF Multi-split System 13.0 SEER ≥65 000 Btu/h and <135 000 Btu/h4 Electric Resistance (or none) VRF Multi-split System 11.2 EER 12.2 IEER 13.1 IEER (as of 7/1/2012) Electric Resistance (or none) VRF Multi-split System 11.0 EER AHRI 1230 12.3 IEER 12.9 IEER (as of 7/1/2012) Electric Resistance (or none) VRF Multi-split System 10.0 EER 11.1 IEER 11.6 IEER (as of 7/1/2012) VRF Air Conditioners ≥135 000 Btu/h and Air Cooled <240 000 Btu/h ≥240 000 Btu/h For SI units: 1000 British thermal units per hour = 0.293 kW. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 69 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(10) ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW AIR-TO-AIR AND APPLIED HEAT PUMPS— MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1J] EQUIPMENT TYPE VRF Air Cooled, (cooling mode) SIZE CATEGORY 70 MINIMUM EFFICIENCY TEST PROCEDURE ALL VRF Multi-split System 13.0 SEER ≥65 000 Btu/h and <135 000 Btu/h Electric Resistance (or none) VRF Multi-split System 11.0 EER 12.3 IEER 12.9 IEER (as of 7/1/2012) ≥65 000 Btu/h and <135 000 Btu/h Electric Resistance (or none) VRF Multi-split System with Heat Recovery 10.8 EER 12.1 IEER 12.7 IEER (as of 7/1/2012 ≥135 000 Btu/h and <240 000 Btu/h Electric Resistance (or none) VRF Multi-split System 10.6 EER 11.8 IEER 12.3 IEER (as of 7/1/2012) AHRI 1230 ≥135 000 Btu/h and <240 000 Btu/h Electric Resistance (or none) VRF Multi-split System with Heat Recovery 10.4 EER 11.6 IEER 12.1 IEER (as of 7/1/2012) ≥240 000 Btu/h VRF Groundwater Source (cooling mode) SUB-CATEGORY OR RATING CONDITION <65 000 Btu/h ≥240 000 Btu/h VRF Water Source (cooling mode) HEATING SECTION TYPE Electric Resistance (or none) Electric Resistance (or none) VRF Multi-split System VRF Multi-split System with Heat Recovery 9.5 EER 10.6 IEER 11.0 IEER (as of 7/1/2012) 9.3 EER 10.4 IEER 10.8 IEER (as of 7/1/2012) <65 000 Btu/h ALL VRF Multi-split Systems 86ºF entering water 12.0 EER <65 000 Btu/h ALL VRF Multi-split Systems with Heat Recovery 86ºF entering water 11.8 EER ≥65 000 Btu/h and <135 000 Btu/h ALL VRF Multi-split Systems 86ºF entering water 12.0 EER ≥65 000 Btu/h and <135 000 Btu/h ALL VRF Multi-split Systems with Heat Recovery 86ºF entering water 11.8 EER ≥135 000 Btu/h ALL VRF Multi-split Systems 86ºF entering water 10.0 EER ≥135 000 Btu/h ALL <135 000 Btu/h ALL <135 000 Btu/h ALL ≥135 000 Btu/h ALL VRF Multi-split Systems with Heat Recovery 86ºF entering water VRF Multi-split System 59ºF entering water VRF Multi-split System with Heat Recovery 59ºF entering water VRF Multi-split System 59ºF entering water AHRI 1230 9.8 EER 16.2 EER 16.0 EER AHRI 1230 13.8 EER GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(10) (continued) ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW AIR-TO-AIR AND APPLIED HEAT PUMPS— MINIMUM EFFICIENCY REQUIREMENTS [ASHRAE 90.1: TABLE 6.8.1J] EQUIPMENT TYPE VRF Groundwater Source (cooling mode) VRF Air Cooled (heating mode) VRF Water Source (heating mode) HEATING SECTION TYPE SIZE CATEGORY SUB-CATEGORY OR RATING CONDITION MINIMUM EFFICIENCY ≥135 000 Btu/h ALL VRF Multi-split System with Heat Recovery 59ºF entering water 13.6 EER <135 000 Btu/h ALL VRF Multi-split System 77ºF entering water 13.4 EER <135 000 Btu/h ALL VRF Multi-split System with Heat Recovery 77ºF entering water 13.2 EER ≥135 000 Btu/h ALL VRF Multi-split System 77ºF entering water 11.0 EER ≥135 000 Btu/h ALL VRF Multi-split System with Heat Recovery 77ºF entering water 10.8 EER <65 000 Btu/h — VRF Multi-split System 7.7 HSPF ≥65 000 Btu/h and <135 000 Btu/h — VRF Multi-split System 3.3 COP 47ºF db/43ºF wb outdoor air 17ºF db/15ºF wb outdoor air 2.25 COP AHRI 1230 AHRI 1230 VRF Multi-split System 3.2 COP 47ºF db/43ºF wb outdoor air ≥135 000 Btu/h (cooling capacity) — <135 000 Btu/h (cooling capacity) — VRF Multi-split System 68ºF entering water 4.2 COP ≥135 000 Btu/h (cooling capacity) — VRF Multi-split System 68ºF entering water 3.9 COP — VRF Multi-split System 50ºF entering water 3.6 COP <135 000 Btu/h (cooling capacity) VRF Groundwater Source (heating mode) ≥135 000 Btu/h (cooling capacity) <135 000 Btu/h (cooling capacity) VRF Ground Source (heating mode) ≥135 000 Btu/h (cooling capacity) TEST PROCEDURE 17ºF db/15ºF wb outdoor air 2.05 COP — — — VRF Multi-split System 50ºF entering water VRF Multi-split System 32ºF entering water VRF Multi-split System 32ºF entering water AHRI 1230 AHRI 1230 3.3 COP 3.1 COP AHRI 1230 2.8 COP For SI units: 1000 British thermal units per hour = 0.293 kW. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 71 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.1(11) AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS [ASHRAE 90.1: TABLE 6.8.1K] MINIMUM EQUIPMENT TYPE 1 NET SENSIBLE COOLING CAPACITY 2 SCOP-127 EFFICIENCY DOWNFLOW UNITS/UPFLOW UNITS Air Conditioners, air cooled Air Conditioners, water cooled Air Conditioners, water cooled with fluid economizer Air Conditioners, glycol cooled (rated at 40% propylene glycol) Air Conditioners, glycol cooled (rated at 40% propylene glycol) with fluid economizer <65 000 Btu/h ≥65 000 Btu/h and < 240 000 Btu/h ≥240 000 Btu/h 2.20 / 2.09 2.10 / 1.99 1.90 / 1.79 <65 000 Btu/h ≥65 000 Btu/h and < 240 000 Btu/h ≥240 000 Btu/h <65 000 Btu/h ≥65 000 Btu/h and <240 000 Btu/h ≥240 000 Btu/h <65 000 Btu/h ≥65 000 Btu/h and <240 000 Btu/h ≥240 000 Btu/h 2.60 / 2.49 2.50 / 2.39 2.40 / 2.29 2.55 / 2.44 2.45 / 2.34 2.35 / 2.24 2.50 / 2.39 2.15 / 2.04 2.10 / 1.99 <65 000 Btu/h ≥65 000 Btu/h and <240 000 Btu/h ≥240 000 Btu/h 2.45 / 2.34 2.10 / 1.99 2.05 / 1.94 TEST PROCEDURE ANSI/ASHRAE 127 ANSI/ASHRAE 127 ANSI/ASHRAE 127 ANSI/ASHRAE 127 ANSI/ASHRAE 127 1 Net sensible cooling capacity: The total gross cooling capacity less the latent cooling less the energy to the air movement system. (Total Gross - latent Fan Power) 2 Sensible coefficient of performance (SCOP-127): a ratio calculated by dividing the net sensible cooling capacity in watts by the total power input in watts (excluding re-heaters and humidifiers) at conditions defined in ASHRAE Standard 127. The net sensible cooling capacity is the gross sensible capacity minus the energy dissipated into the cooled space by the fan system. 72 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.2(1) MINIMUM DUCT INSULATION R-VALUE1, COOLING AND HEATING ONLY SUPPLY DUCTS AND RETURN DUCTS [ASHRAE 90.1: TABLE 6.8.2A] Duct Location CLIMATE ZONE EXTERIOR VENTILATED ATTIC UNVENTED ATTIC ABOVE INSULATED CEILING UNVENTED ATTIC WITH ROOF INSULATION 1 UNCONDI2 TIONED SPACE INDIRECTLY CONDITIONED SPACE 3 BURIED HEATING ONLY DUCTS 1, 2 3 4 5 6 7 8 none R-3.5 R-3.5 R-6 R-6 R-8 R-8 None none none R-3.5 R-6 R-6 R-8 1 2 3 4 5.6 7, 8 R-6 R-6 R-6 R-3.5 R-3.5 R-1.9 R-6 R-6 R-6 R-3.5 R-1.9 R- I .9 none none none none R-3.5 R-6 R-6 none none none none none none none none none none none none R-3.5 R-6 none none none none none none none none none none R-3.5 R-3.5 R-3.5 R-6 R-3.5 R-3.5 R-1.9 R-1.9 R-1.9 R-1.9 none none none none none none R-3.5 R-3.5 none none none none none none none COOLING ONLY DUCTS R-8 R-6 R-6 R-6 R-3.5 R-1.9 R-3.5 R-3.5 R-3.5 R-1.9 R-l.9 R-I.9 RETURN DUCTS 1 to 8 R-3.5 R-3.5 R-3.5 none 1 Insulation R-values, measured in [Btu∙inch/(h∙ft2∙ºF)], are for the insulation as installed and do not include film resistance. The required minimum thicknesses do not consider water vapor transmission and possible surface condensation. Where exterior walls are used as plenum walls. wall insulation shall be as required by the most restrictive condition of Section 703.4.4.2 or Section 5 of ASHRAE 90.1. Insulation resistance measured on a horizontal plane in accordance with ASTM C518 at a mean temperature of 75°F (24ºC) at the installed thickness. 2 Includes crawlspaces, both ventilated and nonventilated. 3 Includes return air plenum, with of without exposed roofs above. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 73 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.2(2) MINIMUM DUCT INSULATION R-VALUE1, COMBINED HEATING AND COOLING SUPPLY DUCTS AND RETURN DUCTS [ASHRAE 90.1: TABLE 6.8.2B] DUCT LOCATION CLIMATE ZONE EXTERIOR VENTILATED ATTIC UNVENTED ATTIC ABOVE INSULATED CEILING UNVENTED ATTIC WITH ROOF 1 UNCONDITIONED SPACE 2 INSULATION INDIRECTLY CONDITIONED SPACE 3 BURIED SUPPLY DUCTS 1 2 3 4 5 6 7 8 R-6 R-6 R-6 R-6 R-6 R-8 R-8 R-8 R-6 R-6 R-6 R-6 R-6 R-6 R-6 R-8 R-8 R-6 R-6 R-6 R-6 R-6 R-6 R-8 R-3.5 R-3.5 R-3.5 R-3.5 R-1.9 R-1.9 R-1.9 R-1.9 1 to 8 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-6 none none none none none none none none R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-3.5 R-6 none none none RETURN DUCTS none 1 Insulation R-values measured in [Btu∙inch/(h∙ft2∙ºF)], are for the insulation as installed and do not include film resistance. The required minimum thicknesses do not consider water vapor transmission and possible surface condensation. Where exterior walls are used as plenum walls, wall insulation shall be as required by the most restrictive condition of Section 703.4.4.2 or Section 5 of ASHRAE 90.1. Insulation resistance measured on it horizontal plane in accordance with ASTM C518 at a mean temperature of 75ºF (24ºC) at the installed thickness. 2 Includes crawlspaces, both ventilated and nonventilated. 3 Includes return air plenums wilt or without exposed roofs above. 74 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.3A MINIMUM PIPE INSULATION THICKNESS HEATING AND HOT WATER SYSTEMS1,2,3,4 (STEAM, STEAM CONDENSATE, HOT WATER HEATING AND DOMESTIC WATER SYSTEMS) [ASHRAE 90.1: TABLE 6.8.3A] INSULATION CONDUCTIVITY FLUID OPERATING TEMPERATURE RANGE (ºF) AND USAGE CONDUCTIVITY 2 Btu•inch/(h•ft •°F) Mean Rating Temperature °F NOMINAL PIPE SIZE OR TUBE SIZE (inches) <1 1 to <1-1/2 1-1/2 to <4 4 to <8 ≥8 INSULATION THICKNESS (inches) >350ºF 251ºF - 350ºF 201ºF - 250ºF 141ºF -200ºF 105ºF - 140ºF 0.32 - 0.34 0.29 - 0.32 0.27 - 0.30 0.25 - 0.29 0.22 - 0.28 250 200 150 125 100 4.5 3.0 2.5 1.5 1.0 5.0 4.0 2.5 1.5 1.0 5.0 4.5 2.5 2.0 1.5 5.0 4.5 3.0 2.0 1.5 5.0 4.5 3.0 2.0 1.5 For SI units: t/ºC=(t/ºF-32)/1.8, 1 inch = 25 mm, 1 British thermal unit = 1055 J. 1 For insulation outside the stated conductivity range, the minimum thickness (T) shall be determined as follows: T = r{(1 + t/r)K/k – 1} Where: T = minimum insulation thickness (inches). r = actual outside radius of pipe (inches). t = insulation thickness listed in this table for applicable fluid temperature and pipe size. K = conductivity of alternate material at mean rating temperature indicated for the applicable fluid temperature [Btu∙inch/(h∙ft2∙ºF)]. k = the upper value of the conductivity range listed in this table for the applicable fluid temperature. 2 These thicknesses are based on energy efficiency considerations only. Additional insulation is sometimes required relative to safety issues/surface temperature. 3 For piping smaller than 1 1/2 inches (38 mm) and located in partitions within conditioned spaces, reduction of these thicknesses by 1 inch shall be permitted (before thickness adjustment required in footnote 1) but not to thicknesses below 1 inch (25 mm). 4 For direct-buried heating and hot water system piping, reduction of these thicknesses by 1 1/2 inch (38 mm) shall be permitted (before thickness adjustment required in footnote 1) but not to thicknesses below 1 inch (25 mm). 5 The table is based on steel pipe. Non-metallic pipes schedule 80 thickness or less shall use the table values. For other non-metallic pipes having thermal resistance greater than that of steel pipe, reduced insulation thicknesses are permitted if documentation is provided showing that the pipe with the proposed insulation has no more heat transfer per foot than a steel pipe of the same size with the insulation thickness shown in the table. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 75 HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS AND EQUIPMENT – ENERGY EFFICIENCY TABLE 703.8.3B MINIMUM PIPE INSULATION THICKNESS COOLINGSYSTEMS (CHILLED WATER, BRINE, AND REFRIGERANT)1,2,3 [ASHRAE 90.1: TABLE 6.8.3B] INSULATION CONDUCTIVITY FLUID OPERATING TEMPERATURE RANGE (ºF) AND USAGE CONDUCTIVITY 2 Btu•inch/(h•ft •°F) NOMINAL PIPE SIZE OR TUBE SIZE (inches) Mean Rating Temperature °F <1 1 to <1-1/2 1-1/2 to <4 4 to <8 ≥8 INSULATION THICKNESS (inches) 40ºF - 60ºF <40ºF 021 - 0.27 0.20 - 0.26 75 50 0.5 0.5 0.5 1.0 1.0 10. 1.0 1.0 1.0 1.5 For SI units: t/ºC=(t/ºF-32)/1.8, 1 inch = 25 mm, 1 British thermal unit = 1055 J. 1 For insulation outside the stated conductivity range, the minimum thickness (T) shall be determined as follows: T = r{(1 + t/r)K/k – 1} Where: T = minimum insulation thickness (inches). r = actual outside radius of pipe (inches). t = insulation thickness listed in this table for applicable fluid temperature and pipe size. K = conductivity of alternate material at mean rating temperature indicated for the applicable fluid temperature [Btu∙inch/(h∙ft2∙ºF)]. k = the upper value of the conductivity range listed in this table for the applicable fluid temperature. 2 These thicknesses are based on energy efficiency considerations only. Issues such as water, vapor permeability or surface condensation sometimes require vapor retarders or additional insulation. 3 For direct-buried cooling system piping, insulation is not required. 4 The table is based on steel pipe. Non-metallic pipes schedule 80 thickness or less shall use the table values. For other non-metallic pipes having thermal resistance greater than that of steel pipe, reduced insulation thicknesses are permitted if documentation is provided showing that the pipe with the proposed insulation has no more heat transfer per foot than a steel pipe of the same size with the insulation thickness shown in the table. 76 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 8 INDOOR ENVIRONMENT 801.0 General. 801.1 Scope. The provisions of this chapter shall establish the means of reducing the quantity of air contaminants that are odorous, irritating, or harmful to the comfort and wellbeing of a building’s installers, occupants, and neighbors. 802.0 Fireplaces. 802.1 Requirements. A direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed wood stove shall be installed. The fireplace shall be in accordance with Section 802.1.1 and Section 802.1.2. 802.1.1 Masonry or Factory-Built Fireplace. Masonry and factory-built fireplaces located in conditioned spaces shall be in accordance with Section 802.1.1.1 through Section 802.1.1.3. 802.1.1.1 Opening Cover. Closeable metal or glass doors covering the entire opening of the firebox shall be installed. 802.1.1.2 Combustion Air Intake. A combustion air intake to draw air from the outside of the building directly into the firebox, which is an area of not less than 6 square inches (in.2) (0.004 m2) and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. 802.1.1.3 Accessible Damper Control. The flue damper shall have a readily accessible control. Exception: When a gas log, log lighter, or decorative gas appliance is installed in a fireplace, the flue damper shall be blocked open if required by the mechanical code or the manufacturer's installation instructions. 802.1.2 Prohibited. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, where the indoor air is vented to the outside of the building, are prohibited. 803.0 Pollutant Control. 803.1 Indoor Air Quality During Construction. Indoor air quality of a building shall be maintained in accordance with Section 803.1.1 through Section 803.1.3. 803.1.1 Temporary Ventilation During Construction. Temporary ventilation during construction shall be provided in accordance with the following: (1) Ventilation during construction shall be achieved through openings in the building shell using fans to produce not less than three air changes per hour. (2) During dust-producing operations, the supply and return HVAC system openings shall be protected from dust in accordance with Section 803.1.3. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (3) If the building is occupied during demolition or construction, ventilation shall be provided in accordance with the Control Measures of the SMACNA IAQ Guidelines for Occupied Buildings under Construction. (4) The permanent HVAC system shall not be used during construction to condition and ventilate the building within the required temperature range for material and equipment installation. If required, a supplemental HVAC system shall be used during construction, return air shall be equipped with filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2, or an average efficiency of 30 percent based on ASHRAE 52.1. Before occupancy, all filters shall be replaced with filters having a MERV 13 rating as required by Section 803.3. Exception: Embedded hydronics system shall be permitted to be used to condition the building during construction. 803.1.2 Indoor Air Quality After Construction. After construction ends and interior finishes are installed, flush-out the building to reduce contaminant concentrations by supplying a total outdoor air volume of 14 000 cubic feet per square foot (ft3/ft2) (4264 m3/m2) of occupiable building area. An internal temperature of at least 60°F (16ºC) and relative humidity no higher than 60 percent shall be maintained during the flush-out process. Occupancy shall begin on condition of 3500 ft3/ft2 (1066.2 m3/m2) of building area, with the remaining 10 500 ft3/ft2 (3198 m3/m2) being accomplished as soon as possible. Exception: Other means of reducing the contaminant concentration levels shall be permitted where approved by the Authority Having Jurisdiction. 803.1.3 Covering of Duct Openings and Protection of Mechanical Equipment During Construction. At the time of rough installation, or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal, or other methods acceptable to the enforcing agency to reduce the amount of dust or debris that collects in the system. 803.2 Isolation of Pollutant Sources. Rooms where activities produce hazardous fumes or chemicals, including commercial kitchens, garages, janitorial or laundry rooms, and copy or printing rooms, shall be exhausted and isolated from adjacent spaces in accordance with the mechanical code. 803.3 Filters. In mechanically ventilated buildings, particle filters or air-cleaning devices shall be provided to clean outdoor and return air prior to its delivery to occupied spaces. The particle or air cleaner shall have a Minimum Efficiency Reporting Value (MERV) of 13. 77 INDOOR ENVIRONMENT Exception: A filter or air cleaning device with a lower MERV value shall be permitted provided it is the highest value commercially available for the specific equipment that is installed. 803.4 Ozone Depletion and Global Warming Reductions. Installations of HVAC and refrigeration shall not contain CFCs and shall be in accordance with the mechanical code. 804.0 Indoor Moisture Control. 804.1 Rainwater Control. Roof drainage systems shall discharge to a place of disposal in accordance with the plumbing code or Section 505.0. Storm water shall be directed away from the building. 805.0 Indoor Air Quality for Low-Rise Residential. 805.1 General. Rooms or occupied spaces within singlefamily homes and multifamily structures of three stories or less above grade shall be designed to have ventilation (outdoor) air for occupants in accordance with Section 805.1.1 through Section 805.1.3, or the applicable local code. 805.1.1 Natural Ventilation. Naturally ventilated spaces shall be permanently open to and within 20 feet (6096 mm) of operable wall or roof openings to the outdoors, the openable area of which is not less than 5 percent of the conditioned floor area of the naturally ventilated space. Where openings are covered with louvers or otherwise obstructed, openable area shall be based on the free unobstructed area through the opening. 805.1.1.1 Access to Operable Openings. The means to open required operable openings shall be readily accessible to building occupants whenever the space is occupied. 805.1.2 Mechanical Ventilation. Each space that is not naturally ventilated in accordance with Section 805.1.1 shall be ventilated with a mechanical system capable of providing an outdoor air rate not less than 15 cubic feet per minute (ft3/min) (7 L/s) per person times the expected number of occupants. Mechanical ventilation shall be in accordance with the mechanical code. 805.1.3 Whole-Building Ventilation. 805.1.3.1 Ventilation Rate. A mechanical exhaust system, supply system, or combination thereof shall be installed for each dwelling unit to provide wholebuilding ventilation with outdoor air each hour at no less than the rate specified in Table 805.1.3.1 or, equivalently, Equation 805.1.3.1(1) and Equation 805.1.3.1(2), based on the floor area of the conditioned space and number of bedrooms. [ASHRAE 62.2:4.1] Qfan = 0.01Afloor+7.5 (Nbr+1) (Equation 805.1.3.1(1)) Where: Qfan = fan flow rate, cubic feet per minute (ft3/min) (L/s) Afloor = floor area, square foot (ft2) (m2) 78 Nbr = number of bedrooms; not to be less than one Qfan = 0.05Afloor+3.5(Nbr+1)(Equation 805.1.3.1(2)) Where: Qfan = fan flow rate, ft3/min (L/s) Afloor = floor area, ft2 (m2) Nbr = number of bedrooms; not to be less than one Exceptions: Whole-building mechanical systems are not required provided that at least one of the following conditions is met: a. the building has no mechanical cooling and is in zone 1 or 2 (see Figure 8.2 of ASHRAE 62.2), or b. the building is thermally conditioned for human occupancy for less than 876 hours per year, and if the Authority Having Jurisdiction determines that window operation is a locally permissible method of providing ventilation. 805.1.3.1.1 Different Occupant Density. Table 805.1.3.1, Equation 805.1.3.1(1) and Equation 805.1.3.1(2) assume two persons in a studio or one-bedroom dwelling unit and an additional person for each additional bedroom. Where higher occupant densities are known, the rate shall be increased by 7.5 ft3/min (4.0 L/s) for each additional person. When approved by the Authority Having Jurisdiction, lower occupant densities may be used. [ASHRAE 62.2:4.1.1] 805.1.3.1.2 Alternative Ventilation. Other methods may be used to provide the required ventilation rates (in accordance with Table 805.1.3.1) when approved by a licensed design professional. [ASHRAE 62.2:4.1.2] 805.1.3.1.3 Infiltration Credit. Section 805.1.3 includes a default credit for ventilation provided by infiltration of 2 ft3/min/100 ft2 (0.102 L/s/m2) of occupiable floor space. For buildings built prior to the application of this standard, when excess infiltration has been measured using ANSI/ASHRAE 136, the rates in Section 805.1.3 may be decreased by half of the excess of the rate calculated from ANSI/ASHRAE 136 that is above the default rate. [ASHRAE 62.2:4.1.3] 805.1.3.2 System Type. The whole-house ventilation system shall consist of one or more supply or exhaust fans and associated ducts and controls. Local exhaust fans shall be permitted to be part of a mechanical exhaust system. Outdoor air ducts connected to the return side of an air handler shall be permitted as supply ventilation if manufacturers’ requirements for return air temperature are met. See Appendix B of ASHRAE 62.2 for guidance on selection of methods. [ASHRAE 62.2:4.1.2] 805.1.3.3 Airflow Measurement. The airflow required by this section is the quantity of outdoor ventilation air supplied and/or indoor air exhausted GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT INDOOR ENVIRONMENT TABLE 805.1.3.1 VENTILATION AIR REQUIREMENTS, (cfm) [ASHRAE 62.2: TABLE 4.1a] (I-P) FLOOR AREA BEDROOMS (ft2) 0-1 2-3 4-5 6-7 >7 <1500 1501-3000 3001-4500 4501-6000 6001-7500 >7500 30 45 60 75 90 105 45 60 75 90 105 120 60 75 90 105 120 135 75 90 105 120 135 150 90 105 120 135 150 165 TABLE 805.1.3.1 VENTILATION AIR REQUIREMENTS, (L/S) [ASHRAE 62.2: TABLE 4.1a] (S-I) FLOOR AREA BEDROOMS (m2) 0-1 2-3 4-5 6-7 >7 <139 138.1-279 279.1-418 418.1-557 557.1-697 >697 14 21 28 35 42 50 21 28 35 42 50 57 28 35 42 50 57 64 35 42 50 57 75 71 42 50 57 64 72 78 TABLE 805.1.3.1.1 VENTILATION EFFECTIVENESS FOR INTERMITTENT FANS [ASHRAE 62.2: TABLE 4.2] CYCLE TIME, Tcyc (hours) FRACTIONAL ON-TIME, f 0 to 4 8 12 24 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.84 0.89 0.92 0.94 0.97 0.98 0.99 1.00 1.00 065 0.76 0.83 0.88 0.92 0.95 0.97 0.99 1.00 1.00 * * * 0.46 0.68 0.81 0.90 0.96 0.99 1.00 * Condition not allowed since no amount of intermittent ventilation will provide equivalent ventilation. by the ventilation system as installed and shall be measured using a flow hood, flow grid, or other airflow measuring device. Ventilation airflow of systems with multiple operating modes shall be tested in all modes designed to meet this section. [ASHRAE 62.2:4.3] 805.1.3.4 Control and Operation. The “fan on” switch on a heating or air-conditioning system shall be permitted as an operational control for systems introducing ventilation air through a duct to the return side of an HVAC system. Readily accessible override control must be provided to the occupant. Local exhaust fan switches and “fan-on” switches shall be permitted as override controls. Controls, GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT including the “fan-on” switch of a conditioning system, must be appropriately labeled. Exception: An intermittently operating, whole-house mechanical ventilation system may be used if the ventilation rate is adjusted according to the exception to Section 805.1.3.5. The system must be designed so that it can operate automatically based on a timer. The intermittent mechanical ventilation system must operate at least once per day and must operate at least 10 percent of the time. [ASHRAE 62.2:4.4] 805.1.3.5 Delivered Ventilation. The delivered ventilation rate shall be calculated as the larger of the total supply or total exhaust and shall be no less than specified in Section 805.1.3.1 during each hour of operation. [ASHRAE 62.2:4.5] 79 INDOOR ENVIRONMENT Exception: The effective ventilation rate of an intermittent system is the combination of its delivered capacity, fractional on-time, cycle time, and the ventilation effectiveness from Table 805.1.3.1.1. The fan flow rate required to achieve an effective ventilation rate that is equivalent to the continuous ventilation requirement shall be calculated from the following equation: Qf = Qr/(Ef) (Equation 805.1.3.5) Where: Qf = fan flow rate during the on-cycle Qr = ventilation air requirement (from Table 805.1.3.1.1) Tcyc- = fan cycle time, defined as the total time for 1 on-cycle and 1 off-cycle (used in Table 805.1.3.1.1) ventilation effectiveness (from Table E= 805.1.3.1.1) f= fractional on time, defined as the on-time for one cycle divided by the cycle time See Chapter 10 of [ASHRAE] Guideline 24 for an example of this calculation. For values not listed, use the next higher value for Cycle Time or the next lower value for Fractional On-Time. Linear interpolation is allowed for intermediate Fractional On-Times. The maximum allowed Cycle Time is 24 h and the minimum allowed Fractional On-Time is 0.1. 805.1.3.6 Restrictions on System Type. Use of certain ventilation strategies is restricted in specific climates as follows. [ASHRAE 62.2:4.6] 805.1.3.6.1 Hot, Humid Climates. In hot, humid climates, whole-house mechanical net exhaust flow shall not exceed 7.5 ft3/min per 100 ft2 (0.38 L/s/m2). (See Section 8 of ASHRAE 62.2 for a listing of hot, humid US climates) [ASHRAE 62.2:4.6.1] 805.1.3.6.2 Very Cold Climates. Mechanical supply systems exceeding 7.5 ft3/min per 100 ft2 (0.38 L/s/m2) shall not be used in very cold climates. (See Section 8 of ASHRAE 62.2 for a listing of very cold US climates.) Exception: These ventilation strategies are not restricted if the Authority Having Jurisdiction approves the envelope design as being moisture resistant. [ASHRAE 62.2:4.6.2] 805.2 Bathroom Exhaust Fans. Except when a whole house energy recovery system is used, a mechanical exhaust fan vented to the outdoors shall be provided in each room containing a bathtub, shower, or tub/shower combination. The ventilation rate shall be not less than 50 ft3/min (23.6 L/s) for intermittent operation and 20 ft3/min (9.4 L/s) for continuous 80 operation. Fans shall be in accordance with the Energy Star Program. 805.3 Filters. Heating and air conditioning filters shall a MERV rating of 6 or higher. The air distribution system shall be designed for the pressure drop across the filter. 806.0 Indoor Air Quality for Other than Low-Rise Residential Buildings. 806.1 Minimum Indoor Air Quality. The building shall be in accordance with the mechanical code and Section 4 through Section 7 of ASHRAE Standard 62.1 for ventilation air supply. 807.0 Environmental Comfort. 807.1 Thermal Comfort Controls. The mechanical systems and controls of building shall be designed to provide and maintain indoor comfort conditions in accordance with ASHRAE 55, Section 6.1. 807.2 Heating and Air-Conditioning System Design. Heating and air-conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J – 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D – 2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S – 2004 (Residential Equipment Selection) or other equivalent methods. 808.0 Low VOC Solvent Cement and Primer. 808.1 General. Primers and solvent cements used to join plastic pipe and fittings shall be in accordance with Section 808.1.1 and Section 808.1.2. 808.1.1 Solvent Cement. Solvent cement, including one-step solvent cement, shall have a volatile organic compound (VOC) content of less than or equal to 490 grams/liter (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. 808.1.2 Primer. Primer shall have 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. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 9 INSTALLER QUALIFICATIONS 901.0 General. 901.1 Scope. The provisions of this chapter address minimum qualifications of installers of plumbing and mechanical systems covered within the scope of this supplement. 902.0 Qualifications. 902.1 General. Where permits are required, the Authority Having Jurisdiction shall have the authority to require contractors, installers, or service technicians to demonstrate competency. Where determined by the Authority Having Jurisdiction, the contractor, installer, or service technician shall be licensed to perform such work. 902.1.1 Certifications. Reserved. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 81 82 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 10 SWIMMING POOLS, SPAS, AND HOT TUBS 1001.0 General. 1001.1 Practices. The following sections outline common practices for reducing energy consumption in regards to pool, spa, and hot tub equipment. 1001.2 On and Off Switch. Pool, spa, and hot tub heaters shall be equipped with a readily accessible on and off switch to allow shutting off the heater without adjusting the thermostat setting. Pool heaters fired by natural gas shall not have continuously burning pilot lights. [ASHRAE 90.1:7.4.5.1] 1001.3 Covers. Heated pools, including spas and hot tubs, shall be equipped with a vapor retardant pool cover on or at the water surface. Pools heated to more than 90°F (32°C) shall have a pool cover with an insulation value of not less than R-12. Exception: Pools deriving over 60 percent of the energy for heating from site-recovered energy or solar energy. [ASHRAE 90.1:7.4.5.2] 1001.4 Time Switches. Time switches shall be installed on swimming pool, spa, and hot tub heaters and pumps. Exceptions: (1) Where public health standards require 24-hour pump operation. (2) Where pumps are required to operate solar and waste heat recovery pool heating systems. [ASHRAE 90.1:7.4.5.3] GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 83 84 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT CHAPTER 11 REFERENCED STANDARDS 1101.0 General. 1101.1 Standards. The standards listed in Table 1101.1 are intended for use as a guide in the design, testing, and installation of materials, devices, appliances and equipment regulated by this supplement. These standards are mandatory when required by sections in this supplement. TABLE 1101.1 REFERENCED STANDARDS STANDARD NUMBER-YEAR STANDARD TITLE REFERENCED SECTION AABC National Standards for Total System Balance ACCA Manual D, 2009* Procedural Standards, Chapter 5 Leakage Testing 703.4.4.2.2.1 Residential Duct Systems 702.4.4, 807.2 ACCA Manual J, 8th Edition* Residential Load Calculation Table 702.6.1, 807.2 ACCA Mausal S, 2004* Residential Equipment Selection 807.2 AHAM RAC-1-2003* Room Air Conditioners Table 703.8.1(4) AHRI 210/240-2008* Performance Rating of Unitary Air Conditioning and Air-Source Heat Pump Equipment Standard for Packaged Terminal Air Conditioners and Heat Pumps Table 702.9, Table 703.8.1(1), Table 703.8.1(2) Table 703.8.1(4) Commercial and Industrial Unitary Air-Conditioning and Heat Pump Equipment Commercial and Industrial Unitary Air-Conditioning Condensing Units Performance Rating of Single Package Vertical Air-Conditioners and Heat Pumps Liquid to Liquid Heat Exchangers Table 703.8.1(1), Table 703.8.1(2) Table 703.8.1(1) Remote Mechanical Draft Air Cooled Refrigerant Condensers Table 703.8.1(7) 703.4.1.2.1. Table 703.8.1(3) AHRI 560-2000* Performance Rating of Water Chilling Packages Using the Vapor Compression Cycle Absorption Water Chilling and Water Heating Packages AHRI 1160 (I-P)-2009 Performance Rating of Heat Pump Pool Heaters Table 603.4.2 AHRI 1230-2010 with Addendum 1* ANSI Z21.10.3/CSA 4.3-2011 Performance Rating of Variable Refrigerant Flow (VRF) Multi-Split Air-Conditioning and Heat Pump Equipment Gas Water Heaters, Volume III, Storage Water Heaters With Input Ratings Above 75 000 BTU per Hour, circulating and Instantaneous Gas-Fired Central Furnaces Table 703.8.1(9), Table 703.8.1(10) Table 603.4.2 Gas Unit Heaters, Gas Packaged Heaters, Gas Utility Heaters, and Gas-Fired Duct Furnaces Rainwater Catchment Design and Installation Standard Table 703.8.1(5) Gravimetric and Dust Spot Procedures for Testing Air Cleaning Devices Used in General Ventilation for Removing Particulate Matter Method of Testing General Ventilation Air Cleaning Devices for Removal Efficiency by Particle Size 803.1.1 AHRI 310/380-2004 (CSA-C744-04)* AHRI 340/360-2007 with Addendum 1* AHRI 365 (I-P)-2009* AHRI 390-2003* AHRI 400-2001 with Addemdum 2* AHRI 460-2005* AHRI 550/590-2003 ANSI Z21.47b/CSA 2.3b-2008 ANSI Z83.8/CSA 2.6 2009 ARCSA/ASPE ASHRAE 52.1-1992 ASHRAE 52.2-2007* GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Table 703.8.1(4) Table 703.8.1(8) Table 703.8.1(3) Table 703.8.1(5) 505.1 Chapter 2, 803.1.1 85 REFERENCED STANDARDS STANDARD NUMBER-YEAR STANDARD TITLE ASHRAE 55-2010* Thermal Environmental Conditions for Human Occupancy ASHRAE 62.1-2010* Ventilation for Acceptable Indoor Air Quality ASHRAE 62.2-2010* ASHRAE 90.1-2010 (I-P)* ASHRAE 90.2-2007* ASHRAE 127-2007* REFERENCED SECTION 807.1 703.5.1, 703.5.2.1, 703.5.2.3, 703.5.3.3 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential 805.1.3, Table 805.1.3.1, Buildings Table 805.1.3.1.1 Energy Standard for Buildings Except Low-Rise Residential Buildings Chapter 6, Chapter 7, Chapter 10 Energy Efficient Design of Low-Rise Residential Buildings Chapter 6, Chapter 7 Table 703.8.1(11) ASHRAE 136-1993 (R2006) Method of Testing for Rating Computer and Data Processing Room Unitary Air Conditioners A Method of Determining Air Change Rates in Detached Dwellings ASHRAE 146-2011* Method of Testing Pool Heaters Table 603.4.2 ASHRAE 154-2011* Ventilation for Commercial Cooking Operations 703.5.7.1.3 ASHRAE GRP-158-1979 Cooling and Heating Load Calculation Manual Table 702.6.1 ASHRAE/ACCA 183-2007 (R2011) ASME A112.18.1/CSA B125.12005 ASME A112.19.2/CSA B45.12008 ASME A112.19.3/CSA B45.42008 ASME A112.19.14-2006 Peak Cooling and Heating Load Calculations in Buildings Except Low 703.4.2, 703.4.2.1 Rise Residential Buildings Plumbing Supply Fittings 402.5.1, 402.5.2.1, 402.6.1, 402.6.3 Ceramic Plumbing Fixtures 402.2.1, 402.2.2, 402.3 805.1.3.1.3 Stainless Steel Plumbing Fixtures 402.3.1 Six-Liter Water Closets Equipped With a Dual Flushing Device 402.2.1 ASME A112.19.19-2006 Vitreous China Nonwater Urinals 402.3.1 ASSE 1016-2005 Automatic Compensating Valves for Individual Showers and Tub/Shower Combinations Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus Standard Specification for Socket-Type Polyethylene Fittings for Outside Diameter-Controlled Polyethylene Pipe and Tubing Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlled Outside Diameter Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing Standard Specification for Polyethylene Plastics Pipe and Fittings Materials Standard Test Methods for Water Vapor Transmission of Materials 402.6.4 705.1.2 CAN/CSA B137-2009 Standard Specification for Electrofusion Type Polyethylene Fittings for Outside Diameter Controlled Polyethylene and Crosslinked Polyethylene (PEX) Pipe and Tubing Standard Practice for Internal Non Structural Epoxy Barrier Coating Material Used in Rehabilitation of Metallic Pressurized Piping Systems Thermoplastic Pressure Piping Compendium CAN/CSA C448-2002 (R2007) Design and Installation of Earth Energy Systems 705.1.1 ASTM C518-2010 ASTM D2683-2010 ASTM D3035-2010 ASTM D3261-2010a ASTM D3350-2010a ASTM E96/E96M-2010 ASTM F1055-2011 ASTM F2831 86 Table 703.8.2(1), Table 703.8.2(2) 705.1.2 705.1.2 705.1.2 705.1.2 702.4.1 303.2 705.1.2 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT REFERENCED STANDARDS STANDARD NUMBER-YEAR CFR 10, 430, App N STANDARD TITLE REFERENCED SECTION Table 603.4.2, Table 703.8.1(5), Table 703.8.1(6) Table 703.8.1(6) CTI ATC-105-2000 DOE Uniform Test Method for Measuring the Energy Consumption of Furnaces DOE Energy Efficiency Program for Certain Commercial and Industrial Equipment Acceptance Test Code for Water Cooling Towers CTI ATC-105S-2004 Acceptance Test Code for Closed Circuit Cooling Towers Table 703.8.1(7) CTI STD-201-2011 Standard for Certification of Water Cooling Tower Thermal Performance Guidelines for Water Reuse Table 703.8.1(7) CFR 10, 431 EPA/625/R-04/108, 2004 EPA WaterSense EPA WaterSense IAPMO IGC 115-2011a Table 703.8.1(7) 501.7 High-Efficiency Lavatory Faucet Specification, Version 1.0, October 402.5.1 1, 2007 Tank-Type High-Efficiency Toilet Specification, Version 1.1, May 20, 402.2.1 2011 Automatic Water Leak Detection and Control Devices 407.1 IAPMO IGC 207-2009a/CSA B128-2006 IAPMO IGC 250-2007 Reclaimed Water Conservation System for Flushing Toilets 504.7, Appendix B Diverter Valve for Rainwater Tank Appendix B IAPMO PS 76 IAPMO PS 92-2011 Ballcock or Flushometer Valve Tailpiece Trap Primers and Trap Primer 414.1 Receptors/Adaptors Heat Exchangers and Indirect Water Heaters 606.0 IAPMO UMC 2009* Uniform Mechanical Code 101.6.3 IAPMO UPC 2009* Uniform Plumbing Code 103.6.4 IAPMO USEC 2009* Uniform Solar Energy Code 101.6.5, 604.1 IAPMO USPSHTC-2009* Uniform Swimming Pool, Spa, and Hot Tub Code 101.6.6 IAPMO Z124.9-2004 Plastic Urinal Fixtures 402.3, 402.3.1 ISO 13256-1-1998 NFPA 31-2011 Water-source Heat Pumps - Testing and Rating for Performance - Part Table 702.9, Table 703.8.1(2) 1: Water-to-Air and Brine-to-Air Heat Pumps Water-source Heat Pumps - Testing and Rating for Performance - Part Table 703.8.1(2) 2: Water-to-Water and Brine-to-Water Heat Pumps Standard for the Installation of Oil Burning Equipment 702.6.2 NFPA 54 (2012)* National Fuel Gas Code 702.6.2 NFPA 70-2011 703.5.1 NSF 44-2009* National Electrical Code, Article 708 - Critical Operations Power Systems (COPS) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances Residential Cation Exchange Water Softeners NSF 350-2011* Onsite Residential and Commercial Reuse Treatment Systems 504.7 NSF 53-2010* Drinking Water Treatment Units – Health Effects B104.2.1 NSF P151, 1995 Health Effects from Rainwater Catchment System Components B103.1 ISO 13256-2 NFPA 211-2010 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 702.6.2 405.1 87 REFERENCED STANDARDS STANDARD NUMBER-YEAR STANDARD TITLE SCAQMD METHOD 316A-1992 Determination of Volatile Organic Compounds (VOC) in materials (revised 1996) Used for Pipes and Fittings SMACNA-1985 HVAC Air Duct Leakage Test Manual REFERENCED SECTION 808.1 SMACNA-1994 HVAC Systems Commissioning Manual 702.4.3.1, 703.4.4.2.2, 703.4.4.2.2.1 703.7.3.4.1 SMACNA-2005 HVAC Duct Construction Standards, Metal and Flexible 703.4.4, 703.4.4.2.1 SMACNA-2007 IAQ Guidelines for Occupied Buildings under Construction 803.1.1 TIA 942-2010* 703.5.1(11) UL 181A-2005 Telecommunications Infrastructure Standards for Data Centers, Includes Addendums 1 and 2 Closure Systems for Use with Rigid Air Ducts UL 181B-2005 Closure Systems for Use with Flexible Air Ducts and Air Connectors Table 703.4.4.2(2) UL 727-2006 Oil Fired Central Furnaces Table 703.8.1(5) UL 731-1995 Standard for Safety Oil-Fired Unit Heaters Table 703.8.1(5) Table 703.4.4.2(2) * ANSI Approved 88 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT REFERENCED STANDARDS Abbreviations and Standards Development Organizations in Chapter 11 AABC Associated Air Balance Council, 1518 K Street NW, Washington, DC 20005. ACCA Air Conditioning Contractors of America, 2800 Shirlington Road, Suite 300, Arlington, VA. 22206. AHAM Association of Home Appliance Manufacturers, 1111 19th Street, N.W., Suite 402, Washington DC 20036. AHRI Air-Conditioning, Heating, and Refrigeration Institute, 2111 Wilson Blvd, Suite 500, Arlington, VA 22201. ANSI American National Standards Institute, Inc., 25 W. 42nd Street, 4th Floor, New York, NY 10036. ARCSA American Rainwater Catchment Systems Association, 919 Congress Ave., Suite 460, Austin, TX 78701. ASHRAE ASME The American Society of Heating, Refrigerating and Air Conditioning Engineers, Inc., 1791 Tullie Circle, NE, Atlanta, GA 30329-2305. The American Society of Mechanical Engineering, Three Park Avenue, New York, NY 10016. ASPE American Society of Plumbing Engineers, 2980 S. River Road, Des Plaines, IL 60018. ASSE American Society of Sanitary Engineering, 901 Canterbury, Suite A, Westlake, Ohio 44145. ASTM American Society of Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959. CSA Canadian Standards Association, 5060 Spectrum Way, Suite 100, Mississauga, Ontario, L4W 5N6, Canada. CTI Cooling Technology Institute, 2611 FM 1960 West, Suite A-101, Houston, TX 77068-3730; P.O. Box 73383, Houston, TX 77273-3383. U.S. Department of Energy, 1000 Independence Avenue, SW, Washington, DC 20585. DOE IAPMO NFPA International Association of Plumbing and Mechanical Officials, 4755 E. Philadelphia Street, Ontario, CA 91761. International Organization for Standardization, 1 Rue de Varebre, Casa Postale 56, CH-1211 Geneva 20, Switzerland. National Fire Protection Association, P.O. Box 9101, 1 Batterymarch Park, Quincy, MA 02269-9191. NSF National Sanitation Foundation International, 789 Dixboro Road, Ann Arbor, MI 48113-0140. SCAQMD South Coast Air Quality Management District, 21865 Copley Drive, Diamond Bar, CA 91765. SMACNA Sheet Metal and Air Conditioning Contractors’ National Association, Inc., 4201 Lafayette Center Drive, Chantilly, VA 20151−1209. Underwriters’ Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062. ISO UL GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 89 90 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDICES The appendices are intended to supplement the provisions of the installation requirements of this supplement. The definitions in Chapter 2 are also applicable to the appendices. CONTENTS Page APPENDIX A Method of Calculating Water Savings..................................................................................................................................93 APPENDIX B Potable Rainwater Catchment Systems................................................................................................................................97 APPENDIX C Heating, Ventilation, Air-Conditioning Systems Commissioning......................................................................................101 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 91 92 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX A METHOD OF CALCULATING WATER SAVINGS A 101.0 Water Savings Calculation. A 101.1 Purpose. The purpose of this appendix is to provide a means of estimating the water savings when installing plumbing and fixture fittings that use less water than the maximum required by Energy Policy Act of 1992 and 2005 and the plumbing code. A 101.2 Calculation of Water Savings. Table A 101.2(1) and Table A 101.2(2) can be used to establish a water use base- line in calculating the amount of water saved as a result of using plumbing fixtures and fixture fittings that use less water than the required maximum. Water use is determined by the following equation: Water use = (Flow rate or Consumption) x (Duration) x (Occupants) x (Daily uses) TABLE A 101.2(1) WATER USE BASELINE5 FIXTURE TYPE Showerheads Private or Private Use Lavatory Faucets Residential Kitchen Faucets Wash Fountains Lavatory Faucets in other than Residences, Apartments, and Private Bathrooms in Lodging Facilities (See Section 402.4.2) Metering Faucets Metering Faucets for Wash Fountains MAXIMUM FLOW-RATE CONSUMPTION2 DURATION ESTIMATED DAILY USES PER PERSON OCCUPANTS3, 4 2.5 gpm @ 80 psi 2.2 gpm @ 60 psi 2.2 gpm @ 60 psi 2.2 gpm / 20 [rim space (inches) @ 60 psi] 8 minutes 0.25 minutes 4 minutes 1 4 1 – – – – – – 0.5 gpm 0.25 minutes 4 – 0.25 gallons /cycle 0.25 gpm / 20 [rim space (inches) @ 60 psi] – 3 – 0.25 minutes – – Water Closets 1.6 gallons per flush 1 flush Urinals Commercial Pre-Rinse Spray Valves 1.0 gallons per flush 1.6 gpm @ 60 psi 1 flush – 1 male1 3 female 2 male – – – – For SI units: 1 gallon per minute = 0.06 L/s, 1 pound-force per square inch = 6.89 kPa, 1 gallon = 3.785 L 1 The daily use number shall be increased to three if urinals are not installed in the room. 2 The maximum flow rate or consumption is from the Energy Policy Act. 3 For residential occupancies, the number of occupants shall be based on two persons for the first bedroom, and one additional person for each additional bedroom. 4 For non-residential occupancies, refer to the plumbing code, for occupant load factors. 5 When determining calculations, assume one use per person for metering or self closing faucets. Notes and instructions for Table A 101.2(2): Table A 101.2(1) is an example of a calculator that can help estimate water savings in residential and nonresidential structures. The “Duration” of use and “Daily Uses” values that appear in the table are estimates only and based on previous studies. The first example shown below is for a commercial office building with 300 occupants, 150 females, and 150 males. The second example is for a 3 bedroom residential building. To obtain and use a working copy of this calculator, follow the download and use instructions below. Instructions for download: 1. Go to the IAPMO web site at www.iapmogreen.org in order to download the water-savings calculator. The calculator is a Microsoft Office Excel file (1997 or later), your computer must be capable of running MS Excel. 2. Follow the instructions for downloading and running the file. Instructions for use: 1. In the Baseline Case section, insert the number of total occupants, male occupants and female occupants that apply for the building in the “Occupants” column. Unless specific gender ratio values are provided, assume a 50/50 gender ratio. 2. Copy and paste these same values in the “Occupants” column of the Calculator section. 3. In the Calculator section only, insert the consumption values (flow rates in gpm or gallons per flush or per cycle) in the “Consumption” column. 4. Estimated water savings in terms of percent savings versus baseline values, gallons per day and gallons per year will be automatically calculated. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 93 APPENDIX A TABLE A 101.2(2) WATER SAVINGS CALCULATOR NON-RESIDENTIAL BUILDINGS BASELINE CASE: CHANGE OCCUPANT VALUES TO REFLECT ANTICIPATED OCCUPANCY FIXTURE TYPE 1.6 gpf toilet - male (gallons per flush) 1.6 gpf toilet - female (gallons per flush) 1.0 gpf urinal - male (gallons per flush) Commercial Lavatory Faucet 0.5 gpm (gallons per minute) Kitchen sink - 2.2 gpm (gallons per minute) Showerhead - 2.5 gpm (gallons per minute) CONSUMPTION (gallons per minute) DAILY USES DURATION (minutes) OCCUPANTS DAILY WATER USES (gallons) 1.6 1 1 150 240 1.6 3 1 150 720 1 2 1 150 300 0.5 3 0.25 300 113 2.2 1 0.25 300 165 2.5 0.1 8 300 600 Total Daily Volume 2138 Annual Work Days 260 Total Annual Usage 555 750 SI units: 1 gallon per minute = 0.06 L/s, 1 gallon = 3.785 L Calculator: To determine estimated savings, insert occupant values (same as Baseline) and consumption values based on fixtures and fixture fittings installed. FIXTURE TYPE 1.6 gpf toilet - male (gallons per flush) 1.6 gpf toilet - female (gallons per flush) 1.0 gpf urinal - male (gallons per flush) Commercial Lavatory Faucet 0.5 gpm (gallons per minute) Kitchen sink - 2.2 gpm (gallons per minute) Showerhead - 2.5 gpm (gallons per minute) CONSUMPTION (gallons per minute) DAILY USES DURATION (minutes) OCCUPANTS DAILY WATER USES (gallons) 1.28 1 1 150 192 1.28 3 1 150 576 0.5 2 1 150 150 0.5 3 0.25 300 113 2.2 1 0.25 300 165 2.5 0.1 8 300 600 Total Daily Volume 1796 Annual Work Days 260 Total Annual Usage 466 830 Annual Savings 88 920 % Reduction -16.0 percent For SI units: 1 gallon per minute = 0.06 L/s, 1 gallon = 3.785 L Notes: (1) Consumption values shown as underlined reflect the maximum consumption values associated with the provisions called out in the IAPMO Green Plumbing and Mechanical Code Supplement. (2) If metering faucets are used, insert the flow rate of the faucet in the “Consumption” column and insert the cycle time in the “Duration” column (assume 1 cycle per use). 94 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX A TABLE A 101.2(2) WATER SAVINGS CALCULATOR (continued) RESIDENTIAL 3 BEDROOM STRUCTURE BASELINE CASE: CHANGE OCCUPANT VALUES BASED ON NUMBER OF BEDROOMS (EXAMPLE SHOWN IS FOR 3 BEDROOMS) CONSUMPTION (gallons per minute) DAILY USES DURATION (minutes) OCCUPANTS DAILY WATER USES (gallons) 1.6 gpf toilets 1.6 5 1 4 32 Lavatory Faucet - 2.2 gpm 2.2 8 0.25 4 18 Kitchen sink - 2.2 gpm 2.2 6 0.25 4 13 Showerhead - 2.5 gpm 2.5 0.75 8 4 60 Total Daily Volume 123 FIXTURE TYPE Annual Usage 44 822 For SI units: 1 gallon per minute = 0.06 L/s, 1 gallon = 3.785 L Calculator: To determine estimated savings, insert occupant values (same as Baseline) and consumption, consumption values based on fixtures and fixture fittings installed. CONSUMPTION (gallons per minute) DAILY USES DURATION (minutes) OCCUPANTS DAILY WATER USES (gallons) 1.6 gpf toilet - male 1.28 5 1 4 26 Lavatory Faucet - 1.5 gpm 1.5 8 0.25 4 12 Kitchen sink - 2.2 gpm 2.2 6 0.25 4 13 Showerhead - 2.5 gpm 2.5 0.75 8 4 60 Total Daily Volume 111 FIXTURE TYPE Annual Usage Annual Savings % Reduction 40 442 4380 -9.8 percent For SI units: 1 gallon per minute = 0.06 L/s, 1 gallon = 3.785 L (1) Consumption values shown as underlined reflect the maximum consumption values associated with the provisions called out in the IAPMO Green Plumbing and Mechanical Supplement. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 95 96 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPEnDIX B PoTABLE RAInwATER CATChMEnT SySTEMS B 101.0 General. B 101.1 Scope. The provisions of this appendix shall apply to the installation, construction, alteration, and repair of potable rainwater catchment systems. B 101.2 System Design. Potable rainwater catchment systems complying with this appendix shall be designed by a person registered, licensed, or deemed competent by the Authority Having Jurisdiction to perform potable rainwater catchment system design work. B 101.3 Permit. It shall be unlawful for any person to construct, install, or alter, or cause to be constructed, installed, or altered any potable rainwater catchment systems in a building or on a premise without first obtaining a permit to do such work from the Authority Having Jurisdiction. B 101.3.1 Plumbing Plan Submission. No permit for any rainwater catchment system requiring a permit 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 rainfall catchment or the potable water system within any site containing a rainwater catchment water system without approval by the Authority Having Jurisdiction. B 101.3.2 System Changes. No changes or connections shall be made to either the rainwater catchment system or the potable water system within any site containing a rainwater catchment system requiring a permit without approval by the Authority Having Jurisdiction. B 101.4 Product and Material Approval. B 101.4.1 Component Identification. System components shall be properly identified as to the manufacturer. B 101.4.2 Plumbing Materials and Systems. Pipe, pipe fittings, traps, fixtures, material, and devices used in a potable rainwater 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 supplement and the plumbing code, and shall be free from defects. Unless otherwise provided for in this supplement, 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. [UPC:301.1] B 101.5 Maintenance and Inspection. Potable rainwater catchment systems and components shall be inspected and maintained in accordance with Section B 101.5.1 through Section B 101.5.3. B 101.5.1 Frequency. Potable rainwater catchment systems and components shall be inspected and maintained in accordance with Table B 101.5.1 unless more frequent inspection and maintenance is required by the manufacturer. B 101.5.2 Maintenance Log. A maintenance log for potable rainwater catchment systems shall be maintained by the property owner and be available for inspection. The property owner or designated appointee shall ensure TABLE B 101.5.1 MInIMuM PoTABLE RAInwATER CATChMEnT SySTEM TESTInG, InSPECTIon AnD MAInTEnAnCE FREquEnCy DESCRIPTIon Inspect and clean filters and screens, and replace (if necessary) Inspect and verify that disinfection, filters and water quality treatment devices and systems are operational. Perform any water quality tests as required by the Authority Having Jurisdiction. Perform applicable water quality tests to verify compliance with Section B104.2. Perform a water quality test for E. Coli, Total Coliform, and Heterotrophic bacteria. For a system where 25 different people consume water from the system over a 60 day period, a water quality test for cryptosporidium shall also be performed. Inspect and clear debris from rainwater gutters, downspouts, and roof washers. Inspect and clear debris from roof or other aboveground rainwater collection surface. Remove tree branches and vegetation overhanging roof or other aboveground rainwater collection surface. Inspect pumps and verify operation. Inspect valves and verify operation. Inspect pressure tanks and verify operation. Clear debris and inspect storage tanks, locking devices, and verify operation. Inspect caution labels and marking. GREEn PLuMBInG AnD MEChAnICAL CoDE SuPPLEMEnT MInIMuM FREquEnCy Every 3 months In accordance with the manufacturer’s instructions, and the Authority Having Jurisdiction. Every 3-months After initial installation and every 12 months thereafter, or as directed by the Authority Having Jurisdiction. Every 6 months Every 6 months As needed After initial installation and every 12 months thereafter. After initial installation and every 12 months thereafter. After initial installation and every 12 months thereafter. After initial installation and every 12 months thereafter. After initial installation and every 12 months thereafter. 97 PoTABLE RAInwATER CATChMEnT SySTEMS that a record of testing, inspection and maintenance as required by Table B 101.5.1 is maintained in the log. The log will indicate the frequency of inspection, and maintenance for each system. A record of the required water quality tests shall be retained for not less than 2 years. B 101.5.3 Maintenance Responsibility. The required maintenance and inspection of potable rainwater catchment systems shall be the responsibility of the property owner, unless otherwise required by the Authority Having Jurisdiction. B 101.6 operation and Maintenance Manual. An operation and maintenance manual for potable rainwater catchment systems shall be supplied to the building owner by the system designer. The operating and maintenance manual shall include the following: (1) Detailed diagram of the entire system and the location of all system components. (2) Instructions on operating and maintaining the system. (3) Details on maintaining the required water quality as determined by the Authority Having Jurisdiction. (4) Details on deactivating the system for maintenance, repair, or other purposes. (5) Applicable testing, inspection and maintenance frequencies as required by Table B 101.5.1. (6) A method of contacting the manufacturer(s). B 101.7 Minimum water quality Requirements. The minimum water quality for all potable rainwater catchment systems shall meet the applicable water quality requirements as determined by the Authority Having Jurisdiction. In the absence of water quality requirements, the guidelines EPA/625/R-04/108 contains recommended water reuse guidelines to assist regulatory agencies develop, revise, or expand alternate water source water quality standards. B 101.8 Material Compatibility. In addition to the requirements of this appendix, potable rainwater catchment systems shall be constructed of materials that are compatible with the type of pipe and fitting materials and water conditions in the system. B 101.9 System Controls. Controls for pumps, valves, and other devices that contain mercury that come in contact with the water supply shall not be permitted. B 102.0 Connection. B 102.1 General. No water piping supplied by a potable rainwater catchment system shall be connected to any other source of supply without the approval of the Authority Having Jurisdiction, Health Department or other department having jurisdiction. [UPC:602.4] B 102.2 Connections to Public or Private Potable water Systems. Potable rainwater catchment systems shall have no direct connection to any public or private potable water supply or alternate water source system. Potable water from a public or private potable water system is permitted to be used as makeup water to the rainwater storage tank 98 provided the public or private potable water supply connection is protected by an airgap or reduced-pressure principle backflow preventer in accordance with the plumbing code. B 102.3 Backflow Prevention. The potable rainwater catchment system shall be protected against backflow in accordance with the plumbing code. B 103.0 Potable Rainfall Catchment System Materials. B 103.1 Collections Surfaces. The collection surface for potable applications shall be constructed of a hard, impervious material and shall be approved for potable water use. Roof coatings, paints, and liners shall comply with NSF Protocol P151. B 103.1.1 Prohibited. Roof paints and coatings with lead, chromium, or zinc shall not be permitted. Wood roofing material and lead flashing shall not be permitted. B 103.2 Rainwater Catchment System Drainage Materials. Materials used in rainwater catchment drainage systems, including gutters, downspouts, conductors, and leaders shall be in accordance with the requirements of the plumbing code for storm drainage. B 103.3 Storage Tanks. Rainwater storage shall be in accordance with Section B104.4. B 103.4 water Supply and Distribution Materials. Potable rainwater supply and distribution materials shall be in accordance with the requirements of the plumbing code for potable water supply and distribution systems. B 104.0 Design and Installation. B 104.1 Collection Surfaces. Rainwater shall be collected from roof or other cleanable aboveground surfaces specifically designed for rainwater catchment. Rainwater catchment system shall not collect rainwater from: (1) Vehicular parking surfaces. (2) Surface water runoff. (3) Bodies of standing water. B 104.1.1 Prohibited Discharges. Overflows, condensate, and bleed-off pipes from roof-mounted equipment and appliances shall not discharge onto roof surfaces that are intended to collect rainwater. B 104.2 Minimum water quality. Upon initial system startup, the quality of the water for the intended applications shall be verified at the point(s) of use, as determined by the Authority Having Jurisdiction. In the absence of water quality requirements determined by the Authority Having Jurisdiction, the minimum water quality shall comply with the following limits: Escherichia coli (fecal coliform): Protozoan Cysts: Viruses: Turbidity: 99.9% reduction 99.99% reduction 99.99% reduction <0.3 NTU GREEn PLuMBInG AnD MEChAnICAL CoDE SuPPLEMEnT PoTABLE RAInwATER CATChMEnT SySTEMS Normal system maintenance will require system testing every 3 months. System shall comply with the following standards Escherichia coli (fecal coliform): Turbidity: 99.9% reduction <0.3 NTU a. Upon failure of the fecal coliform test, system shall be recommissioned involving cleaning, and retesting in accordance with section B104.2. b. One sample shall be analyzed for applications serving up to 1,000 persons. When the treated water shall serve 1,000-2,500 persons two (2) samples shall be analyzed and for 2,501-3,300 persons three (3) samples shall be analyzed. B 104.2.1 Filtration Devices. Potable water filters shall comply with NSF 53 and shall be installed in accordance with manufacturer’s instructions. B 104.2.2 Disinfection Devices. Chlorination, ozone, and ultraviolet or other disinfection methods approved by an Authority Having Jurisdiction, or the product is listed and certified according to a microbiological reduction performance standard for drinking water shall be used to treat harvested rainwater to meet the required water quality permitted. The disinfection devices and systems shall be installed in accordance with the manufacturer’s installation instructions and the conditions of listing. Disinfection devices and systems shall be located downstream of the water storage tank. B 104.3 overhanging Tree Branches and Vegetation. Tree branches and vegetation shall not be located over the roof or other aboveground rainwater collection surface. Where existing tree branch and vegetation growth extends over the rainwater collection surface, it shall be removed as required in Section B 101.5. B 104.4 Rainwater Storage Tanks. Rainwater storage tanks shall be installed in accordance with Section B 104.4.1 through Section B 104.4.4. B 104.4.1 Construction. Rainwater storage tanks shall be constructed of solid, durable materials not subject to excessive corrosion or decay and shall be watertight. Storage tanks shall be approved by the Autority Having Jurisdiction for potable water applications, provided such tanks comply with approved applicable standards. B 104.4.2 Location. Rainwater storage tanks shall be permitted to be installed above or below grade. B 104.4.2.1 Above Grade. Above grade storage tanks shall be of an opaque material, approved for aboveground use in direct sunlight, or shall be shielded from direct sunlight. Tanks shall be installed in an accessible location to allow for inspection and cleaning. The tank shall be installed on a foundation or platform that is constructed to accommodate all loads in accordance with the building code. B 104.4.2.2 Below Grade. Rainwater storage GREEn PLuMBInG AnD MEChAnICAL CoDE SuPPLEMEnT tanks installed below grade shall be structurally designed to withstand all anticipated earth or other loads. Holding tank covers shall be capable of supporting an earth load of not less than 300 pounds per square foot (lb/ft2) (1465 kg/m2) when the tank is designed for underground installation. Below grade rainwater tanks installed underground shall be provided with manholes. The manhole opening shall be a minimum diameter of 20 inches (508 mm) and located not less than 4 inches (102 mm) above the surrounding grade. The surrounding grade shall be sloped away from the manhole. Underground tanks shall be ballasted, anchored, or otherwise secured, to prevent the tank from floating out of the ground when empty. The combined weight of the tank and hold down system should meet or exceed the buoyancy force of the tank. B 104.4.3 Drainage and overflow. Rainwater storage tanks shall be provided with a means of draining and cleaning. The overflow drain shall not be equipped with a shutoff valve. The overflow outlet shall discharge as required by the plumbing code for storm drainage systems. Where discharging to the storm drainage system, the overflow drain shall be protected from backflow of the storm drainage system by a backwater valve or other approved method. B 104.4.3.1 overflow outlet Size. The overflow outlet shall be sized to accommodate the flow of the rainwater entering the tank and not less than the aggregate cross-sectional area of the inflow pipes. B 104.4.4 opening and Access Protection. B 104.4.4.1 Animals and Insects. Rainwater tank openings to the atmosphere shall be protected to prevent the entrance of insects, birds, or rodents into the tank. B 104.4.4.2 human Access. Rainwater tank access openings exceeding 12 inches (305 mm) in diameter shall be secured to prevent tampering and unintended entry by either a lockable device or other approved method. B 104.4.4.3 Exposure to Sunlight. Rainwater tank openings shall not be exposed to direct sunlight. B 104.4.5 Inlets. A device or arrangement of fittings shall be installed at the inlet of the tank to prevent rainwater from disturbing sediment as it enters the tank. B 104.4.6 Primary Tank outlets. The primary tank outlet shall be located not less than 4 inches (102 mm) above the bottom of the tank, or shall be provided with floating inlet to draw water from the cistern just below the water surface. B 104.4.7 Storage Tank Venting. Where venting by means of drainage or overflow piping is not provided or is considered insufficient, a vent shall be installed on each tank. The vent shall extend from the top of the tank and terminate a minimum of 6 inches (152 mm) above 99 PoTABLE RAInwATER CATChMEnT SySTEMS grade and shall be a minimum of 1 ½” (38 mm) in diameter. The vent terminal shall be directed downward and covered with a 3/32 inch (2.4 mm) mesh screen to prevent the entry of vermin and insects. B 104.5 Pumps. Pumps serving rainwater catchment systems shall be listed for potable water use. Pumps supplying water to water closets, urinals, and trap primers shall be capable of delivering not less than 15 pounds-force per square inch (psi) (103 kPa) residual pressure at the highest and most remote outlet served. Where the water pressure in the rainwater supply system within the building exceeds 80 psi (552 kPa), a pressure reducing valve reducing the pressure to 80 psi (552 kPa) or less to water outlets in the building shall be installed in accordance with the plumbing code. B 104.6 Roof Drains. Primary and secondary roof drains, conductors, leaders, overflows, and gutters shall be designed and installed as required by the plumbing code. B 104.7 water quality Devices and Equipment. Devices and equipment used to treat rainwater to maintain the minimum water quality requirements determined by the Authority Having Jurisdiction shall be listed or labeled (thirdparty certified) by a listing agency (accredited conformity assessment body) and approved for the intended application. B 104.7.1 Filtration and Disinfection Systems. Filtration and disinfection systems shall be located after the water storage tank. Where a chlorination system is installed, it shall be installed upstream of filtration systems. Where ultraviolet disinfection system is installed, a filter not greater than 5 microns (5 µm) shall be installed upstream of the disinfection system. B 104.8 Freeze Protection. Tanks and piping installed in locations subject to freezing shall be provided with an adequate means of freeze protection. B 104.9 Roof washer or Pre-Filtration System. Collected rainwater shall pass through a roof washer or prefiltration system before the water enters the rainwater storage tank. Roof washer systems shall comply with Section B 104.9.1 through Section B 104.9.4. B 104.9.1 Size. The roof washer shall be sized to direct a sufficient volume of rainwater containing debris that has accumulated on the collection surface away from the storage tank. The ARCSA/ASPE rainwater catchment design and installation standard contains additional guidance on acceptable methods of sizing roof washers. B 104.9.2 Debris Screen. The inlet to the roof washer shall be provided with a debris screen or other approved means that protects the roof washer from the intrusion of debris and vermin. Where the debris screen is installed, the debris screen shall be corrosion resistant and shall have openings no larger than 1⁄2 of an inch (12.7 mm). B 104.9.3 Drain Discharge. Water drained from the roof washer or pre-filter shall be diverted away from the storage tank and discharged to a disposal area that does not cause property damage or erosion. Roof washer drainage shall not drain over a public way. 100 B 104.9.4 Automatic Drain. Roof washing systems shall be provided with an automatic means of self draining between rain events. B 104.10 Filtration and Disinfection Systems. Filtration and disinfection systems shall be located after the water storage tank. Where a chlorination system is installed, it shall be installed upstream of filtration systems. Where ultraviolet disinfection system is installed, a filter not greater than 5 microns (5 µm) shall be installed upstream of the disinfection system. B 104.11 Roof Gutters. Gutters shall maintain a minimum slope and be sized in accordance with the plumbing code. B 104.12 Drains, Conductors, and Leaders. The design and size of rainwater drains, conductors, and leaders shall be in accordance with the plumbing code. B 104.13 Size of Potable water Piping. Potable rainwater system distribution piping shall be sized in accordance with the plumbing code for sizing potable water piping. B 105.0 Cleaning. B 105.1 General. The interior surfaces of tanks and equipment shall be clean before they are put into service. B 106.0 Supply System Inspection and Test. Rainwater catchment systems shall be inspected and tested in accordance with the applicable provisions of the plumbing code for testing of potable water and storm drainage systems. Storage tanks shall be filled with water to the overflow opening for a period of 24 hours and during inspection or by other means as approved by the Authority Having Jurisdiction. All seams and joints shall be exposed during inspection and checked for water tightness. GREEn PLuMBInG AnD MEChAnICAL CoDE SuPPLEMEnT APPENDIX C HEATING, VENTILATION, AIR CONDITIONING SYSTEMS COMMISSIONING Part I C 101.0 General. C 101.1 Scope. The provisions of this appendix apply to the commissioning of commercial and institutional HVAC systems. C 102.0 Commissioning. C 102.1 Commissioning Requirements. HVAC commissioning shall be included in the design and construction processes of the project to verify that the HVAC systems and components meet the owner’s project requirements and comply with this supplement. Commissioning shall be performed in accordance with this appendix by personnel trained and certified in commissioning by a nationally recognized organization. Commissioning requirements shall include as a minimum: (1) Owner’s project requirements. (2) Basis of design. (3) Commissioning measures shown in the construction documents. (4) Commissioning plan. (5) Functional performance. (6) Testing. (7) Post construction documentation and training. (8) Commissioning report. HVAC systems and components covered by this supplement as well as process equipment and controls, and renewable energy systems shall be included in the scope of the commissioning requirements. C 102.2 Owner’s Project Requirements (OPR). The performance goals and requirements of the HVAC system shall be documented before the design phase of the project begins. This documentation shall include not less than the following: (1) Environmental and sustainability goals. (2) Energy efficiency goals. (3) Indoor environmental quality requirements. (4) Equipment and systems performance goals. (5) Building occupant and O&M personnel expectations. C 102.3 Basis of Design (BOD). A written explanation of how the design of the HVAC system meets the owner’s project requirements shall be completed at the design phase of the building project, and updated as necessary during the design and construction phases. The basis of design document shall cover not less than the following systems: (1) Heating, ventilation, air conditioning (HVAC) systems and controls. (2) Water heating systems. (3) Renewable energy systems. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT C 102.4 Commissioning Plan. A commissioning plan shall be completed to document the approach to how the project will be commissioned, and shall be started during the design phase of the building project. The commissioning plan shall include not less than the following: (1) General project information. (2) Commissioning goals. (3) Systems to be commissioned. Plans to test systems and components shall include not less than the following: (a) A detailed explanation of the original design intent. (b) Equipment and systems to be tested, including the extent of tests. (c) Functions to be tested. (d) Conditions under which the test shall be performed. (e) Measurable criteria for acceptable performance. (4) Commissioning team information. (5) Commissioning process activities, schedules, and responsibilities. Plans for the completion of commissioning requirements listed in Section C 102.5 through Section C 102.7 shall be included. C 102.5 Functional Performance Testing. Functional performance tests shall demonstrate the correct installation and operation of each component, system, and system-tosystem interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. C 102.6 Post construction Documentation and Training. A systems manual and systems operations training are required. C 102.6.1 Systems Manual. Documentation of the operational aspects of the HVAC system shall be completed within the systems manual and delivered to the building owner and facilities operator. The systems manual shall include not less than the following: (1) Site information, including facility description, history, and current requirements. (2) Site contact information. (3) Basic O&M, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, and site events log. (4) Major systems. (5) Site equipment inventory and maintenance notes. (6) Equipment/system warranty documentation and information. (7) “As-Built” design drawings. (8) Other resources and documentation. 101 APPENDIX C C 102.6.2 Systems Operations Training. The training of the appropriate maintenance staff for each equipment type or system shall include not less than the following: (1) System/Equipment overview (what it is, what it does, and what other systems or equipment it interfaces with). (2) Review of the information in the systems manual. (3) Review of the record drawings on the system/equipment. C 102.7 Commissioning Report. A complete report of commissioning process activities undertaken through the design, construction, and post-construction phases of the building project shall be completed and provided to the owner. Part II C 103.0 Commissioning Acceptance. C 103.1 General. Part II of this appendix provides a means of verifying the commissioning requirements of Section C 102.1. The activities specified in Part II of this Appendix have three aspects: (1) Visual inspection of the equipment and installation. (2) Review of the certification requirements. (3) Functional tests of the systems and controls. C 103.2 Construction Documents. Details of commissioning acceptance requirements shall be incorporated into the construction documents, including information that describes the details of the functional tests to be performed. This information shall be permitted to be integrated into the specifications for testing and air balancing, energy management and control system, equipment startup procedures or commissioning. It is possible that the work will be performed by a combination of the test and balance (TAB) contractor, mechanical/electrical contractor, and the energy management control system (EMCS) contractor, so applicable roles and responsibilities shall be clearly called out. C 103.2.1 Roles and Responsibilities. The roles and responsibilities of the persons involved in commissioning acceptance are included in Section C 103.2.1.1 through Section C 103.2.1.3. C 103.2.1.1 Field Technician. The field technician is responsible for performing and documenting the results of the acceptance procedures on the certificate of acceptance forms. The field technician must sign the certificate of acceptance to certify that the information he provides on the certificate of acceptance is true and correct. C 103.2.1.2 Responsible Person. The responsible person is the contractor, architect, or engineer. A certificate of acceptance must be signed by a responsible person to take responsibility for the scope of work specified by the certificate of accept102 ance document. The responsible person can also perform the field testing and verification work, and if this is the case, the responsible person shall complete and sign both the field technician's signature block and the responsible person's signature block on the certificate of acceptance form. The responsible person assumes responsibility for the acceptance testing work performed by the field technician agent or employee. C 103.2.1.3 Certificate of Acceptance. The certificate of acceptance must be submitted to the Authority Having Jurisdiction in order to receive the final certificate of occupancy. The Authority Having Jurisdiction shall not release a final certificate of occupancy unless the submitted certificate of acceptance demonstrates that the specified systems and equipment have been shown to be performing in accordance with the applicable acceptance requirements. The Authority Having Jurisdiction has the authority to require the field technician and responsible person to demonstrate competence, to its satisfaction. Certificate of acceptance forms are located in Section C 106.0. C 104.0 Commissioning Tests. C 104.1 General. Functional tests shall be performed on new equipment and systems installed in either new construction or retrofit applications in accordance with this section. The appropriate certificate of acceptance form along with each specific test must be completed and submitted to the Authority Having Jurisdiction before a final occupancy permit can be granted. C 104.2 Tests. Functional testing shall be performed on the devices and systems listed in this section. The functional test results are documented using the applicable certificate of acceptance forms shown in parenthesis and located in Section C 106.0. The functional tests shall be performed in accordance with Section C 105.0. (1) Minimum ventilation controls for all constant and variable air volume systems (Form MECH-2A). (2) Zone temperature and scheduling controls for all constant volume, single-zone, unitary air conditioner and heat pump systems (Form MECH-3A). (3) Duct leakage on a subset of small single-zone systems depending on the ductwork location (Form MECH-4A). (4) Air economizer controls for all economizers that are not factory installed and tested (Form MECH-5A). (5) Demand-controlled ventilation control systems (Form MECH-6A). (6) Supply fan variable flow controls (Form MECH-7A). (7) Valve leakage for hydronic variable flow systems and isolation valves on chillers and boilers in plants with more than one chiller or boiler being served by the same primary pumps through a common header (Form MECH8A). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C (8) Supply water temperature reset control strategies programmed into the building automation system for any water systems (e.g., chilled, hot, or condenser water) (Form MECH-9A). (9) Hydronic variable flow controls on any water system where the pumps are controlled by variable frequency drives (e.g., chilled and hot water systems; water-loop heat pump systems) (Form MECH-10A). (10) Automatic demand shed control (Form MECH-11A). (11) Fault detection and diagnostic for DX units (Form MECH-12A). (12) Automatic fault detection and diagnostic systems (AFDD) (Form MECH-13A). (13) Distributed energy storage DEC/DX AC systems (Form MECH-14A). (14) Thermal energy storage (TES) systems (Form MECH15A). C 104.3 Acceptance Process. The functional testing process shall be in accordance with Section C 104.3.1 through Section C 104.3.4. C 104.3.1 Plan Review. The installing contractor, engineer of record, owner’s agent, or the person responsible for certification of the acceptance testing on the certificate of acceptance (responsible person) shall review the plans and specifications to ensure that they conform to the acceptance requirements. This is typically done prior to signing a certificate of compliance. C 104.3.2 Construction Inspection. The installing contractor, engineer of record, owner’s agent, or the person responsible for certification of the acceptance testing on the certificate of acceptance (responsible person) must perform a construction inspection prior to testing to assure that the equipment that is installed is capable of complying with the requirements of the supplement and is calibrated. The installation of any associated systems and equipment necessary for proper system operation is also required to be completed prior to the testing. C 104.3.3 Acceptance Testing. One or more field technicians shall perform the acceptance testing; identify all performance deficiencies; ensure that they are corrected; and if necessary, repeat the acceptance procedures until the specified systems and equipment are performing in accordance with the acceptance requirements. The field technician who performs the testing must sign the certificate of acceptance to certify the information has been provided to document the results of the acceptance procedures is true and correct. The responsible person shall review the test results from the acceptance requirement procedures provided by the field technician and sign the certificate of acceptance to certify compliance with the acceptance requirements. The responsible person shall be permitted to also perform the field technician's responsibilities, and must then also sign the field technician declaration on the certificate of acceptance to certify that the information on the form is true and correct. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT C 104.3.4 Certificate of Occupancy. The Authority Having Jurisdiction shall not issue the final certificate of occupancy until all required certificates of acceptance are submitted. Copies of completed, signed certificates of acceptance are required to be posted, or made available with the permit(s), and shall be made available to the Authority Having Jurisdiction. C 105.0 HVAC System Tests. C 105.1 Variable Air Volume Systems (Form MECH2A). This test ensures that adequate outdoor air ventilation is provided through the variable air volume air handling unit at two representative operating conditions. The test consists of measuring outdoor air values at maximum flow and at or near minimum flow. The test verifies that the minimum volume of outdoor air is introduced to the air handling unit when the system is in occupied mode at these two conditions of supply airflow. This test shall be performed in conjunction with supply fan variable flow controls test procedures to reduce the overall system testing time as both tests use the same two conditions of airflow for their measurements. C 105.1.1 Test Procedure. The procedure for performing a functional test for variable air volume systems shall be in accordance with Section C 105.1.1.1 through Section C 105.1.1.2. C 105.1.1.1 Construction Inspection. Prior to functional testing, verify and document that the system controlling outside airflow is calibrated either in the field or factory. C 105.1.1.2 Functional Testing. The functional testing shall comply with the following steps: Step 1: If the system has an outdoor air economizer, force the economizer high limit to disable economizer control (e.g., for a fixed drybulb high limit, lower the setpoint below the current outdoor air temperature). Step 2: Adjust supply airflow to either the sum of the minimum zone airflows or 30 percent of the total design airflow. Verify and document the following: (1) Measured outside airflow reading is within 10 percent of the total ventilation air called for in the certificate of compliance. (2) OSA controls stabilize within 5 minutes. Step 3: Adjust supply airflow to achieve design airflow. Verify and document the following: (1) Measured outside airflow reading is within 10 percent of the total ventilation air called for in the certificate of compliance. (2) OSA controls stabilize within 5 minutes. Step 4: Restore system to “as-found” operating conditions. C 105.1.2 Acceptance Criteria. System controlling outdoor air flow is calibrated in the field or at the factory. 103 APPENDIX C Measured outdoor airflow reading is within 10 percent of the total value found on the certificate of compliance under the following conditions: (1) Minimum system airflow. (2) Thirty percent of total design flow design supply airflow. C 105.2 Constant Volume Systems (Form MECH2A). The purpose of this test is to ensure that adequate outdoor air ventilation is provided through the constant volume air handling unit to the spaces served under all operating conditions. The intent of this test is to verify that the minimum volume of outdoor air is introduced to the air handling unit during typical space occupancy. C 105.2.1 Test Procedure. The procedure for perform-ing a functional test for constant air volume systems shall be in accordance with Section C 105.2.1.1 through Section C 105.2.1.2. C 105.2.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Minimum position is marked on the outside air damper. (2) The system has means of maintaining the minimum outdoor air damper position. C 105.2.1.2 Functional Testing. If the system has an outdoor air economizer, force the economizer to the minimum position and stop outside air damper modulation (e.g., for a fixed drybulb high limit, lower the setpoint below the current outdoor air temperature). C 105.2.2 Acceptance Criteria. The system has a means of maintaining the minimum outdoor air damper position. The minimum damper position is marked on the outdoor air damper. The measured outside airflow reading shall be within 10 percent of the total ventilation air called for in the certificate of compliance. C 105.3 Constant Volume, Single-Zone, Unitary Air Conditioner and Heat Pumps Systems Acceptance (Form MECH-3A). The purpose of this test is to verify the individual components of a constant volume, single-zone, unitary air conditioner and heat pump system function correctly; including: thermostat installation and programming, supply fan, heating, cooling, and damper operation. C 105.3.1 Test Procedure. The procedure for performing a functional test for constant volume, singlezone, unitary air conditioner and heat pump systems shall be in accordance with Section C 105.3.1.1 through Section C 105.3.1.2. C 105.3.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Thermostat is located within the space-conditioning zone that is served by the HVAC system. (2) Thermostat meets the temperature adjustment and dead band requirements. 104 (3) Occupied, unoccupied, and holiday schedules have been programmed per the facility’s schedule. (4) Preoccupancy purge is programmed. C 105.3.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Disable economizer and demand control ventilation systems (if applicable). Step 2: Simulate a heating demand during the occupied condition. Verify and document the following: (1) Supply fan operates continually. (2) The unit provides heating. (3) No cooling is provided by the unit. (4) Outside air damper is at minimum position. Step 3: Simulate operation in the dead band during occupied condition. Verify and document the following: (1) Supply fan operates continually. (2) Neither heating nor cooling is provided by the unit. (3) Outside air damper is at minimum position. Step 4: Simulate cooling demand during occupied condition. Lock out economizer (if applicable). Verify and document the following: (1) Supply fan operates continually. (2) The unit provides cooling. (3) No heating is provided by the unit. (4) Outside air damper is at minimum position. Step 5: Simulate operation in the dead band during unoccupied mode. Verify and document the following: (1) Supply fan is off. (2) Outside air damper is fully closed. (3) Neither heating nor cooling is provided by the unit. Step 6: Simulate heating demand during unoccupied conditions. Verify and document the following: (1) Supply fan is on (either continuously or cycling). (2) Heating is provided by the unit. (3) No cooling is provided by the unit. (4) Outside air damper is either closed or at minimum position. Step 7: Simulate cooling demand during unoccupied condition. Lock out economizer (if applicable). Verify and document the following: (1) Supply fan is on (either continuously or cycling). (2) Cooling is provided by the unit. (3) No heating is provided by the unit. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C (4) Outside air damper is either closed or at minimum position. Step 8: Simulate manual override during unoccupied condition. Verify and document the following: (1) System operates in “occupied” mode. (2) System reverts to “unoccupied” mode when manual override time period expires. Step 9: Restore economizer and demand control ventilation systems (if applicable), and remove system overrides initiated during the test. C 105.3.2 Acceptance Criteria. Thermostat is located within the space-conditioning zone that is served by the respective HVAC system. The thermostat meets the temperature adjustment and dead band requirements. Occupied, unoccupied, and holiday schedules have been programmed per the facility’s schedule. Preoccupancy purge is programmed to meet the requirements. C 105.4 Air Distribution Systems (Form MECH-4A). The purpose of this test is to verify all duct work associated with all non-exempt constant volume, single-zone, HVAC units (e.g., air conditioners, heat pumps, and furnaces) meet the material, installation, and insulation R-values and leakage requirements outlined in this supplement. This test is required for single-zone units serving less than 5000 square feet (464.5 m2) of floor area where 25 percent or more of the duct surface area is in one of the following spaces: (1) Outdoors. (2) In a space directly under a roof where the U-factor of the roof is greater than the U-factor of the ceiling. (3) In a space directly under a roof with fixed vents or openings to the outside or unconditioned spaces. (4) In an unconditioned crawlspace. (5) In other unconditioned spaces. This test applies to both new duct systems and to existing duct systems being extended or the space conditioning system is altered by the installation or replacement of space conditioning equipment, including: replacement of the air handler; outdoor condensing unit of a split system air conditioner or heat pump; cooling or heating coil; or the furnace heat exchanger. Existing duct systems do not have to be tested if they are insulated or sealed with asbestos. C 105.4.1 Test Procedure. The procedure for performing a functional test for air distribution systems shall be in accordance with Section C 105.4.1.1 through Section C 105.4.1.2. C 105.4.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Duct connections meet the requirements of this supplement and the mechanical code. (2) Flexible ducts are not compressed. (3) Ducts are fully accessible for testing. (4) Joints and seams are properly sealed according to the requirements of this supplement. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (5) Insulation R-Values meet the minimum requirements of this supplement. C 105.4.1.2 Functional Testing. Perform duct leakage test in accordance with Chapter 7. C 105.4.2 Acceptance Criteria. Flexible ducts are not compressed or constricted in any way. Duct connections meet the requirements of this supplement and the mechanical code (new ducts only). Joints and seams are properly sealed according to requirements of this supplement and the mechanical code (new ducts only). Duct Rvalues meet the minimum requirements of this supplement (new ducts only). Insulation is protected from damage and suitable for outdoor usage where applicable (new ducts only). The leakage shall not exceed the rate in accordance with Section 703.4.4.2. C 105.5 Air Economizer Controls Acceptance (Form MECH-5A). The purpose of functionally testing an air economizer cycle is to verify that an HVAC system uses outdoor air to satisfy space cooling loads when outdoor air conditions are acceptable. There are two types of economizer controls; stand-alone packages and DDC controls. The stand-alone packages are commonly associated with small unitary rooftop HVAC equipment and DDC controls are typically associated with built-up or large packaged air handling systems. Test procedures for both economizer control types are provided. For units with economizers that are factory installed and certified operational by the manufacturer to economizer quality control requirements, the in-field economizer functional tests do not have to be conducted. A copy of the manufacturer's certificate must be attached to the Form MECH-5A. However, the construction inspection, including compliance with high temperature lockout temperature setpoint, must be completed regardless of whether the economizer is field or factory installed. C 105.5.1 Test Procedure. The procedure for performing a functional test for air economizer controls shall be in accordance with Section C 105.5.1.1 through Section C 105.5.1.2. C 105.5.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Economizer lockout setpoint is in accordance with this supplement. (2) Economizer lockout control sensor is located to prevent false readings. (3) System is designed to provide up to 100 percent outside air without over-pressurizing the building. (4) For systems with DDC controls lockout sensor(s) are either factory calibrated or field calibrated. (5) For systems with non-DDC controls, manufacturer’s startup and testing procedures are applied C 105.5.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: 105 APPENDIX C Step 1: Disable demand control ventilation systems (if applicable). Step 2: Enable the economizer, and simulate a cooling demand large enough to drive the economizer fully open. Verify and document the following: (1) Economizer damper is 100 percent open and return air damper is 100 percent closed. (2) Where applicable, verify that the economizer remains 100 percent open when the cooling demand can no longer be met by the economizer alone. (3) Applicable fans and dampers operate as intended to maintain building pressure. (4) The unit heating is disabled. Step 3: Disable the economizer and simulate a cooling demand. Verify and document the following: (1) Economizer damper closes to its minimum position. (2) Applicable fans and dampers operate as intended to maintain building pressure. (3) The unit heating is disabled. Step 4: Simulate a heating demand, and set the economizer so that it is capable of operating (e.g., actual outdoor air conditions are below lockout setpoint). Verify the economizer is at minimum position. Step 5: Restore demand control ventilation systems (if applicable) and remove all system overrides initiated during the test. C 105.5.2 Acceptance Criteria. Air economizer controls acceptance criteria shall be as follows: (1) If the economizer is factory installed and certified, a valid factory certificate is required for acceptance. No additional equipment tests are necessary. (2) Air economizer lockout setpoint is in accordance with this supplement. Outside sensor location accurately reads true outdoor air temperature and is not affected by exhaust air or other heat sources. (3) Sensors are located to achieve the desired control. (4) During economizer mode, the outdoor air damper modulates open to a maximum position and return air damper modulates 100 percent closed. (5) The outdoor air damper is 100 percent open before mechanical cooling is enabled and for units 75 000 Btu/h (22 kw) and larger remains at 100 percent open while mechanical cooling is enabled (economizer integration when used for compliance). (6) When the economizer is disabled, the outdoor air damper closes to a minimum position, the return damper modulates 100 percent open, and mechanical cooling remains enabled. C 105.6 Demand-Controlled Ventilation Systems Acceptance (Form MECH-6A). The purpose of this test is to verify that systems required to employ demand-controlled 106 ventilation can vary outside ventilation flow rates based on maintaining interior carbon dioxide (CO2) concentration setpoints. Demand-controlled ventilation refers to an HVAC system’s ability to reduce outdoor air ventilation flow below design values when the space served is at less than design occupancy. Carbon dioxide is a good indicator of occupancy load and is the basis used for modulating ventilation flow rates. C 105.6.1 Test Procedure. The procedure for perform-ing a functional test for demand-control ventilation (DVC) systems shall be in accordance with Section C 105.6.1.1 through Section C 105.6.1.2. C 105.6.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Carbon dioxide control sensor is factory calibrated or field-calibrated in accordance with this supplement. (2) The sensor is located in the high density space between 3 feet (914 mm) and 6 feet (1829 mm) above the floor or at the anticipated level of the occupants’ heads. (3) DCV control setpoint is at or below the carbon dioxide concentration permitted by this supplement. C 105.6.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Disable economizer controls. Step 2: Simulate a signal at or slightly above the carbon dioxide concentration setpoint required by this supplement. Verify and document the following: (1) For single zone units, outdoor air damper modulates open to satisfy the total ventilation air called for in the certificate of compliance. (2) For multiple zone units, either outdoor air damper or zone damper modulate open to satisfy the zone ventilation requirements. Step 3: Simulate signal well below the carbon dioxide setpoint. Verify and document the following: (1) For single zone units, outdoor air damper modulates to the design minimum value. (2) For multiple zone units, either outdoor air damper or zone damper modulate to satisfy the reduced zone ventilation requirements. Step 4: Restore economizer controls and remove system overrides initiated during the test. Step 5: With controls restored, apply carbon dioxide calibration gas at a concentration slightly above the setpoint to the sensor. Verify that the outdoor air damper modulates open to satisfy the total ventilation air called for in the certificate of compliance. C 105.6.2 Acceptance Criteria. Demand-controlled ventilation systems acceptance criteria shall be as follows: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C (1) Each carbon dioxide sensor is factory calibrated (with calibration certificate) or field calibrated. (2) Each carbon dioxide sensor is wired correctly to the controls to ensure proper control of the outdoor air damper. (3) Each carbon dioxide sensor is located correctly within the space 1 foot (305 mm) to 6 feet (1829 mm) above the floor. (4) Interior carbon dioxide concentration setpoint is ≤600 parts per million (ppm) plus outdoor air carbon dioxide value if dynamically measured or ≤1000 ppm if no OSA sensor is provided. (5) A minimum OSA setting is provided whenever the system is in occupied mode in accordance with this supplement regardless of space carbon dioxide readings. (6) A maximum OSA damper position for DCV control can be established in accordance with this supplement, regardless of space carbon dioxide readings. (7) The outdoor air damper modulates open when the carbon dioxide concentration within the space exceeds setpoint. (8) The outdoor air damper modulates closed (toward minimum position) when the carbon dioxide concentration within the space is below setpoint. C 105.7 Supply Fan Variable Flow Controls (Form MECH-7A). The purpose of this test is to ensure that the supply fan in a variable air volume application modulates to meet system airflow demand. In most applications, the individual variable air valve (VAV) boxes serving each space will modulate the amount of air delivered to the space based on heating and cooling requirements. As a result, the total supply airflow provided by the central air handling unit must also vary to maintain sufficient airflow through each VAV box. Airflow is typically controlled using a variable frequency drive (VFD) to modulate supply fan speed and vary system airflow. The most common strategy for controlling the VFD is to measure and maintain static pressure within the duct. C 105.7.1 Test Procedure. The procedure for perform-ing a functional test for supply fan variable controls shall be in accordance with Section C 105.7.1.1 through Section C 105.7.1.2. C 105.7.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) Supply fan controls modulate to increase capacity. (2) Supply fan maintains discharge static pressure within ± 10 percent of the current operating set point. (3) Supply fan controls stabilize within a 5 minute period. C 105.7.1.2 Functional Testing. The functional testing shall comply with the following steps: Step 1: Simulate demand for design airflow. Verify and document the following: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT (1) Supply fan controls modulate to increase capacity. (2) Supply fan maintains discharge static pressure within ± 10 percent of the current operating set point. (3) Supply fan controls stabilize within a 5 minute period. Step 2: Simulate demand for minimum airflow. Verify and document the following: (1) Supply fan controls modulate to decrease capacity. (2) Current operating setpoint has decreased (for systems with DDC to the zone level). (3) Supply fan maintains discharge static pressure within ± 10 percent of the current operating setpoint. (4) Supply fan controls stabilize within a 5 minute period. Step 3: Restore system to correct operating conditions. C 105.7.2 Acceptance Criteria. Supply fan variable flow controls acceptance criteria shall be as follows: (1) Static pressure sensor(s) is factory calibrated (with calibration certificate) or field calibrated. (2) For systems without DDC controls to the zone level, the pressure sensor setpoint is less than one-third of the supply fan design static pressure. (3) For systems with DDC controls with VAV boxes reporting to the central control panel, the pressure setpoint is reset by zone demand (box damper position or a trim and respond algorithm). At full flow: (1) Supply fan maintains discharge static pressure within ± 10 percent of the current operating control static pressure setpoint. (2) Supply fan controls stabilizes within 5 minute period. (3) At minimum flow (not less than 30 percent of total design flow). (4) Supply fan controls modulate to decrease capacity. (5) Current operating setpoint has decreased (for systems with DDC to the zone level). (6) Supply fan maintains discharge static pressure within ± 10 percent of the current operating setpoint. C 105.8 Valve Leakage (Form MECH-8A). The purpose of this test is to ensure that control valves serving variable flow systems are designed to withstand the pump pressure over the full range of operation. Valves with insufficient actuators will lift under certain conditions causing water to leak through and loss of control. This test applies to the variable flow systems, chilled and hot-water variable flow systems, chiller isolation valves, boiler isolation valves, and watercooled air conditioner and hydronic heat pump systems. 107 APPENDIX C C 105.8.1 Test Procedure. The procedure for perform-ing a functional test for valve leakage shall be in accordance with Section C 105.8.1.1 through Section C 105.8.1.2. C 105.8.1.1 Construction Inspection. Prior to functional testing, verify and document the valve and piping arrangements were installed in accordance with the design drawings. C 105.8.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: For each pump serving the distribution system, dead head the pumps using the discharge isolation valves at the pumps. Document the following: (1) Record the differential pressure across the pumps. (2) Verify that this is within 5 percent of the submittal data for the pump. Step 2: Reopen the pump discharge isolation valves. Automatically close valves on the systems being tested. If three-way valves are present, close off the bypass line. Verify and document the following: (1) The valves automatically close. (2) Record the pressure differential across the pump. (3) Verify that the pressure differential is within 5 percent of the reading from Step 1 for the pump that is operating during the valve test. Step 3: Restore system to correct operating conditions. C 105.8.2 Acceptance Criteria. System has no flow when coils are closed and the pump is turned on. C 105.9 Supply Water Temperature Reset Controls (Form MECH-9A). The purpose of this test is to ensure that both the chilled water and hot water supply temperatures are automatically reset based on either building loads or outdoor air temperature, as indicated in the control sequences. Many HVAC systems are served by central chilled and heating hot water plants. The supply water operating temperatures shall meet peak loads when the system is operating at design conditions. As the loads vary, the supply water temperatures can be adjusted to satisfy the new operating conditions. The chilled water supply temperature can be raised as the cooling load decreases, and heating hot water supply temperature can be lowered as the heating load decreases. This requirement applies to chilled and hot water systems that are not designed for variable flow, and that have a design capacity greater than or equal to 500 000 Btu/h (147 kw). C 105.9.1 Test Procedure. The procedure for perform-ing a functional test for supply water temperature reset controls shall be in accordance with Section C 105.9.1.1 through Section C 105.9.1.2. C 105.9.1.1 Construction Inspection. Prior to functional testing, verify and document the supply 108 water temperature sensors have been either factory or field calibrated. C 105.9.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Change reset control variable to its maximum value. Verify and document the following: (1) Chilled or hot water temperature setpoint is reset to appropriate value. (2) Actual supply temperature changes to meet setpoint. (3) Verify that supply temperature is within 2 percent of the control setpoint. Step 2: Change reset control variable to its minimum value. Verify and document the following: (1) Chilled or hot water temperature setpoint is reset to appropriate value. (2) Actual supply temperature changes to meet setpoint. (3) Verify that supply temperature is within 2 percent of the control setpoint. Step 3: Restore reset control variable to automatic control. Verify and document the following: (1) Chilled or hot water temperature setpoint is reset to appropriate value. (2) Actual supply temperature changes to meet setpoint. (3) Verify that supply temperature is within 2 percent of the control setpoint. C 105.9.2 Acceptance Criteria. The supply water temperature sensors are either factory calibrated (with calibration certificates) or field-calibrated. Sensor performance is in compliance with specifications. The supply water reset is operational. C 105.10 Hydronic System Variable Flow Controls (Form MECH-10A). The purpose of this test is to ensure that all hydronic variable flow chilled water and water-loop heat pump systems with circulating pumps larger than 5 horsepower (hp) (4.0 kw) vary system flow rate by modulating pump speed using a variable frequency drive (VFD) or equivalent. As the loads within the building fluctuate, control valves modulate the amount of water passing through each coil and add or remove the desired amount of energy from the air stream to satisfy the load. In the case of water-loop heat pumps, each two-way control valve associated with a heat pump will be closed when that unit is not operating. As each control valve modulates, the pump variable frequency drive (VFD) responds accordingly to meet system water flow requirements. This is not required on heating hot water systems with variable flow designs or for condensing water serving only water cooled chillers. C 105.10.1 Test Procedure. The procedure for perform-ing a functional test for hydronic system variable flow controls shall be in accordance with Section C 105.10.1.1 through Section C 105.10.1.2. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C C 105.10.1.1 Construction Inspection. Prior to functional testing, verify and document the pressure sensors are either factory or field calibrated. C 105.10.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Open control valves to increase water flow to not less than 90 percent design flow. Verify and document the following: (1) Pump speed increases. (2) System pressure is either within ± 5 percent of current operating setpoint or the pressure is below the setpoint and the pumps are operating at 100 percent speed. (3) System operation stabilizes within 5 minutes after test procedures are initiated. Step 2: Modulate control valves to reduce water flow to 50 percent of the design flow or less, but not lower than the pump minimum flow. Verify and document the following: (1) Pump speed decreases. (2) Current operating setpoint has decreased (for systems with DDC to the zone level). (3) Current operating setpoint has not increased (for all other systems). (4) System pressure is within 5 percent of current operating setpoint. (5) System operation stabilizes within 5 minutes after test procedures are initiated. C 105.10.2 Acceptance Criteria. The differential pressure sensor is either factory calibrated (with calibration certificates) or field calibrated. The pressure sensor shall be located at or near the most remote HX or control valve. The setpoint system controls stabilize. C 105.11 Automatic Demand Shed Control (Form MECH-11A). The purpose of this test is to ensure that the central demand shed sequences have been properly programmed into the DDC system. C 105.11.1 Test Procedure. The procedure for perform-ing a functional test for automatic demand shed controls shall be in accordance with Section C 105.11.1.1 through Section C 105.11.1.2. C 105.11.1.1 Construction Inspection. Prior to functional testing, verify and document that the EMCS interface enables activation of the central demand shed controls. C 105.11.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Engage the global demand shed system. Verify and document the following: (1) That the cooling setpoint in noncritical spaces increases by the proper amount. (2) That the cooling setpoint in critical spaces do not change. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Step 2: Disengage the global demand shed system. Verify and document the following: (1) That the cooling setpoint in noncritical spaces return to their original values. (2) That the cooling setpoint in critical spaces do not change. C 105.11.2 Acceptance Criteria. The control system changes the setpoints of noncritical zones on activation of a single central hardware or software point then restores the initial setpoints when the point is released. C 105.12 Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion (DX) Units (Form MECH12A). The purpose of this test is to verify proper fault detection and reporting for automated fault detection and diagnostics systems for packaged units. Automated FDD systems ensure proper equipment operation by identifying and diagnosing common equipment problems such as improper refrigerant charge, low airflow, or faulty economizer operation. Qualifying FDD systems receive a compliance credit when using the performance approach. A system that does not meet the eligibility requirements shall be permitted to be installed, but no compliance credit will be given. C 105.12.1 Test Procedure. The procedure for perform-ing a functional test for fault detection and diagnostics (FDD) for packaged direct-expansion (DX) units shall be in accordance with Section C 105.12.1.1 through Section C 105.12.1.2. C 105.12.1.1 Construction Inspection. Prior to functional testing, verify and document that the FDD hardware is installed on equipment by the manufacturer, and that equipment make and model include factory-installed FDD hardware that match the information indicated on copies of the manufacturer’s cut sheets and on the plans and specifications. This procedure applies to fault detection and diagnostics (FDD) system for direct-expansion packaged units containing the following features: (1) The unit shall include a factory-installed economizer and shall limit the economizer deadband to not more than 2°F (-17ºC). (2) The unit shall include direct-drive actuators on outside air and return air dampers. (3) The unit shall include an integrated economizer with either differential drybulb or differential enthalpy control. (4) The unit shall include a low temperature lockout on the compressor to prevent coil freeze-up or comfort problems. (5) Outside air and return air dampers shall have maximum leakage rates conforming to this supplement. (6) The unit shall have an adjustable expansion control device such as a thermostatic expansion valve (TXV). 109 APPENDIX C (7) To improve the ability to troubleshoot charge and compressor operation, a high-pressure refrigerant port will be located on the liquid line. A low-pressure refrigerant port will be located on the suction line. (8) The following sensors shall be permanently installed to monitor system operation, and the controller shall have the capability of displaying the value of each parameter: (a) Refrigerant suction pressure. (b) Refrigerant suction temperature. (c) Liquid line pressure. (d) Liquid line temperature. (e) Outside air temperature. (f) Outside air relative humidity. (g) Return air temperature. (h) Return air relative humidity. (i) Supply air temperature. (j) Supply air relative humidity. The controller will provide system status by indicating the following conditions: (a) Compressor enabled. (b) Economizer enabled. (c) Free cooling available. (d) Mixed air low limit cycle active. (e) Heating enabled. The unit controller shall have the capability to manually initiate each operating mode so that the operation of compressors, economizers, fans, and heating system can be independently tested and verified. C 105.12.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Test low airflow condition by replacing the existing filter with a dirty filter or appropriate obstruction. Step 2: Verify that the fault detection and diagnostics system reports the fault. Step 3: Verify that the system is able to verify the correct refrigerant charge. Step 4: Calibrate outside air, return air, and supply air temperature sensors. C 105.12.2 Acceptance Criteria. The system is able to detect a low airflow condition and report the fault. The system is able to detect if refrigerant charge is low or high and the fault is reported. C 105.13 Automatic Fault Detection Diagnostics (FDD) for Air Handling Units (AHU) and Zone Terminal Units (Form MECH-13A). The purpose of this test is to verify that the system detects common faults in air handling units and terminal units. FDD systems for air handling units and zone terminal units require DDC controls 110 to the zone level. Successful completion of this test provides a compliance credit when using the performance approach. An FDD system that does not pass this test shall be permitted to be installed, but no compliance credit will be given. C 105.13.1 Test Procedure. The procedure for perform-ing a functional test for automatic fault detection diagnostics (FDD) for Air Handling Units and Zone Terminal Units shall be in accordance with Section C 105.13.1.1. C 105.13.1.1 Functional Testing. The functional testing shall be in accordance with Section C 105.13.1.1.1 and Section C 105.13.1.1.2. C 105.13.1.1.1 Functional Testing for Air Handling Units. The functional testing of AHU with FDD controls shall be in accordance with the following steps: Step 1: Sensor drift/failure: (1) Disconnect outside air temperature sensor from unit controller. (2) Verify that the FDD system reports a fault. (3) Connect OAT sensor to the unit controller. (4) Verify that FDD indicates normal system operation. Step 2: Damper/actuator fault: (1) From the control system workstation, command the mixing box dampers to full open (100 percent outdoor air). (2) Disconnect power to the actuator and verify that a fault is reported at the control workstation. (3) Reconnect power to the actuator and command the mixing box dampers to full open. (4) Verify that the control system does not report a fault. (5) From the control system workstation, command the mixing box dampers to a fullclosed position (0 percent outdoor air). (6) Disconnect power to the actuator and verify that a fault is reported at the control workstation. (7) Reconnect power to the actuator and command the dampers closed. (8) Verify that the control system does not report a fault during normal operation. Step 3: Valve/actuator fault: (1) From the control system workstation, command the heating and cooling coil valves to full open or closed, then disconnect power to the actuator and verify that a fault is reported at the control workstation. Step 4: Inappropriate simultaneous heating, mechanical cooling, and economizing or all functions: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C (1) From the control system workstation, override the heating coil valve and verify that a fault is reported at the control workstation. (2) From the control system workstation, override the cooling coil valve and verify that a fault is reported at the control workstation. (3) From the control system workstation, override the mixing box dampers and verify that a fault is reported at the control workstation. C 105.13.1.1.2 Functional Testing for Zone Terminal Units. The functional testing of one of each type of terminal unit (VAV box) in the project not less than 5 percent of the terminal boxes shall be in accordance with the following steps: Step 1: Sensor drift/failure: (1) Disconnect the tubing to the differential pressure sensor of the VAV box. (2) Verify that control system detects and reports the fault. (3) Reconnect the sensor and verify proper sensor operation. (4) Verify that the control system does not report a fault. Step 2: Damper/actuator fault: (1) Damper stuck open. (a) Command the damper to full open (room temperature above setpoint). (b) Disconnect the actuator to the damper. (c) Adjust the cooling setpoint so that the room temperature is below the cooling setpoint to command the damper to the minimum position. Verify that the control system reports a fault. (d) Reconnect the actuator and restore to normal operation. (2) Damper stuck closed. (a) Set the damper to the minimum position. (b) Disconnect the actuator to the damper. (c) Set the cooling setpoint below the room temperature to simulate a call for cooling. Verify that the control system reports a fault. (d) Reconnect the actuator and restore to normal operation. Step 3: Valve/actuator fault (for systems with hydronic reheat): (1) Command the reheat coil valve to full open. (2) Disconnect power to the actuator. Set the heating setpoint temperature to be lower GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT than the current space temperature, to command the valve closed. Verify that the fault is reported at the control workstation. (3) Reconnect the actuator and restore normal operation. Step 4: Feedback loop tuning fault (unstable airflow): (1) Set the integral coefficient of the box controller to a value fifty times the current value. (2) The damper cycles continuously and airflow is unstable. Verify that the control system detects and reports the fault. (3) Reset the integral coefficient of the controller to the original value to restore normal operation. Step 5: Disconnected inlet duct: (1) From the control system workstation, command the damper to full closed; then disconnect power to the actuator; and verify that a fault is reported at the control workstation. C 105.13.2 Acceptance Criteria. The system is able to detect common faults with air-handling units, such as a sensor failure, a failed damper, an actuator, or an improper operating mode. The system is able to detect and report common faults with zone terminal units, such as a failed damper, an actuator, or a control tuning issue. C 105.14 Distributed Energy Storage DX AC System (Form MECH-14A). The purpose of this test is to verify the proper operation of distributed energy storage DX systems. Distributed energy systems (DES) reduce peak demand by operating during off peak hours and storing cooling, usually in the form of ice. During peak cooling hours the ice is melted to avoid compressor operation. The system typically consists of a water tank containing refrigerant coils that cool the water and convert it to ice. As with a standard direction expansion (DX) air conditioner, the refrigerant is compressed in a compressor and then cooled in an air-cooled condenser. The liquid refrigerant then is directed through the coils in the water tank to make ice or to air handler coils to cool the building. This applies to constant or variable volume, direct expansion (DX) systems with distributed energy storage (DES/DXAC). C 105.14.1 Test Procedure. The procedure for perform-ing a functional test for distributed energy storage DX AC systems shall be in accordance with Section C 105.14.1.1 through Section C 105.14.1.3. C 105.14.1.1 Construction Inspection. Prior to functional testing, verify and document the following: (1) The water tank is filled to the proper level. (2) The water tank is sitting on a foundation with adequate structural strength. 111 APPENDIX C (3) The water tank is insulated and the top cover is in place. (4) The DES/DXAC is installed correctly (e.g., refrigerant piping, etc.). (5) Verify that the correct model number is installed and configured. C 105.14.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Simulate cooling load during daytime period (e.g., by setting time schedule to include actual time and placing thermostat cooling setpoint below actual temperature). Verify and document the following: (1) Supply fan operates continually. (2) If the DES/DXAC has cooling capacity, DES/DXAC runs to meet the cooling demand (in ice melt mode). (3) If the DES/DXAC has no ice and there is a call for cooling, the DES/DXAC runs in direct cooling mode. Step 2: Simulate no cooling load during daytime condition. Verify and document the following: (1) Supply fan operates in accordance with the facility thermostat or control system. (2) The DES/DXAC and the condensing unit do not run. Step 3: Simulate no cooling load during morning shoulder time period. Verify and document the following: (1) The DES/DXAC is idle. Step 4: Simulate a cooling load during morning shoulder time period. Verify and document the following: (1) The DES/DXAC runs in direct cooling mode. C 105.14.1.3 Calibrating Controls. Set the proper time and date as per manufacturer’s installation manual for approved installers. C 105.14.2 Acceptance Criteria. Distributed energy storage DXAC system acceptance criteria shall be as follows: (1) Verify night time ice making operation. (2) Verify that tank discharges during on-peak cooling periods. (3) Verify that the compressor does not run and the tank does not discharge when there is no cooling demand during on-peak periods. (4) Verify that the system does not operate during a morning shoulder period when there is no cooling demand. (5) Verify that the system operates in direct mode (with compressor running) during the morning shoulder time period. 112 C 105.15 Thermal Energy Storage (TES) System (Form MECH-15A). The purpose of this test is to verify the proper operation of thermal energy storage (TES) systems. TES systems reduce energy consumption during peak demand periods by shifting energy consumption to nighttime. Operation of the thermal energy storage compressor during the night produces cooling energy which is stored in the form of cooled fluid or ice in tanks. During peak cooling hours the thermal storage is used for cooling to prevent the need for chiller operation. This section is limited to the following types of TES systems: (1) Chilled water storage. (2) Ice-on-coil. (3) Ice harvester. (4) Brine. (5) Ice-slurry. (6) Eutectic salt. (7) Clathrate hydrate slurry (CHS). C 105.15.1 Test Procedure. The procedure for perform-ing a functional test for thermal energy storage (TES) system shall be in accordance with Section C 105.15.1.1 and Section C 105.15.1.2. C 105.15.1.1 Construction Inspection. Prior to functional testing, verify and document the following for the chiller and storage tank: (1) Chiller: (a) Brand and Model. (b) Type (centrifugal, reciprocating, other). (c) Capacity (tons) (SIZE). (d) Starting efficiency (kW/ton) at beginning of ice production (COMP - kW/TON START). (e) Ending efficiency (kW/ton) at end of ice production (COMP - kW/TON/END). (f) Capacity reduction (percent/°F) (PER – COMP - REDUCT/F). (g) Verify that the efficiency of the chiller meets or exceeds the requirements of Chapter 7 of this supplement. (2) Storage Tank: (a) Storage type (TES-TYPE). (b) Number of tanks (SIZE). (c) Storage capacity per tank (ton-hours) (SIZE). (d) Storage rate (tons) (COOL – STORE RATE). (e) Discharge rate (tons) (COOL – SUPPLY RATE). (f) Auxiliary power (watts) (PUMPS + AUX kW). (g) Tank area (CTANK – LOSS - COEFF). (h) Tank insulation (R-Value) (CTANK – LOSS – COEFF). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C (3) TES System: (a) The TES system is one of the above eligible systems. (b) Initial charge rate of the storage tanks (tons). (c) Final charge rate of the storage tank (tons). (d) Initial discharge rate of the storage tanks (tons). (e) Final discharge rate of the storage tank (tons). (f) Charge test time (hrs). (g) Discharge test time (hrs). (h) Tank storage capacity after charge (tonhrs). (i) Tank storage capacity after discharge (tonhrs). (j) Tank standby storage losses (UA). (k) Initial chiller efficiency (kW/ton) during charging. (l) Final chiller efficiency (kW/ton) during charging. C 105.15.1.2 Functional Testing. The functional testing shall be in accordance with the following steps: Step 1: Verify that the TES system and the chilled water plant is controlled and monitored by an energy management system (EMS). Step 2: Force the time to be between 9:00 p.m. and 9:00 a.m., and simulate a partial or no charge of the tank. Simulate no cooling load by setting the indoor temperature setpoint(s) higher than the ambient temperature. If the tank is full or nearly full of ice, it shall be permitted to adjust the control settings for this test. In some cases, the control system will not permit the chiller to start the ice-making process unless a portion of the ice has been melted. The controls designer shall be permitted to use an inventory meter (a 4-20 mA sensor that indicates water level) to determine whether or not ice-making can commence (e.g., not allow ice-making unless the inventory meter signal is less than 17 mA). If this is the case, this limit can be reset to 20 mA during testing to allow ice making to occur. Verify that the TES system starts charging (storing energy). This shall be checked by verifying flow and inlet and outlet temperatures of the storage tank, or directly by reading an inventory meter if the system has one. Step 3: Force the time to be between 6:00 p.m. and 9:00 p.m., and simulate a partial charge on the tank. Simulate a cooling load by setting the indoor temperature setpoint lower than the ambient temperature. Verify that the TES system starts discharging. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT This shall be checked by observing tank inlet and outlet temperatures and system flow, or directly by reading an inventory meter if the system has one. If the system has no charge, verify that the system will still attempt to meet the load through storage. Step 4: Force the time to be between noon and 6:00 p.m., and simulate a cooling load by lowering the indoor air temperature setpoint below the ambient temperature. Verify that the tank starts discharging and the compressor is off. Step 5: Force the time to be between 9:00 a.m. to noon, and simulate a cooling load by lowering the indoor air temperature setpoint below the ambient temperature. Verify that the tank does not discharge and the cooling load is met by the compressor. Step 6: Force the time to be between 9:00 p.m. and 9:00 a.m. and simulate a full tank charge. This can be done in a couple of ways: (1) By changing the inventory sensor limit that indicates tank capacity to the energy management system so that it indicates a full tank. (2) By resetting the coolant temperature that indicates a full charge to a higher temperature than the current tank leaving temperature. Verify that the tank charging is stopped. Step 7: Force the time to be between noon and 6:00 p.m. and simulate no cooling load by setting the indoor temperature setpoint above the ambient temperature. Verify that the tank does not discharge and the compressor is off. C 105.15.2 Acceptance Criteria. Thermal energy storage (TES) system acceptance criteria shall be as follows: (1) Verify that the system is able to charge the storage tank during off-peak periods when there is no cooling load. (2) Verify that tank discharges during on-peak cooling periods. (3) Verify that the compressor does not run and the tank does not discharge when there is no cooling demand during on-peak periods. (4) Verify that the system does not operate during a morning shoulder period when there is no cooling demand. (5) Verify that the system operates in direct mode (with compressor running) during the morning shoulder time period. C 106.0 Certificate of Acceptance Forms. C 106.1 General. This section includes the certificate of acceptance forms referenced in Section C 104.0 and Section C 105.0. 113 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-2A Outdoor Air Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 114 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-2A Outdoor Air Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Verify measured outside airflow reading is within ± 10% of the total required outside airflow value found in the Chapter 7. Construction Inspection 1. 2. Instrumentation to perform test includes, but not limited to: a. Watch. b. Calibrated means to measure airflow. Check one of the following: Variable Air Volume (VAV) - Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated. Calibration certificate (attach calibration certification). Field calibration (attach results). Constant Air Volume (CAV) - Check as appropriate: System is designed to provide a fixed minimum OSA when the unit is on. Outdoor Air Acceptance A. Functional Testing. (Check appropriate column) a. Verify unit is not in economizer mode during test - check appropriate column. Step 1: CAV and VAV testing at full supply airflow. a. Adjust supply to achieve design airflow. b. Measured outdoor airflow reading (ft3/min). c. Required outdoor airflow (ft3/min). d. Time for outside air damper to stabilize after VAV boxes open (minutes). e. Return to initial conditions (check). CAV VAV Step 2: VAV testing at reduced supply airflow. a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow. b. Measured outdoor airflow reading (ft3/min). c. Required outdoor airflow (ft3/min). d. Time for outside air damper to stabilize after VAV boxes open and minimum air flow achieved (minutes). e. Return to initial conditions (check). B. Testing Calculations and Results. CAV Percent OSA at full supply airflow (%OAFA for Step 1). a. %OAFA = Measured outside air reading /Required outside air (Step 1b / Step 1c) b. 90% ≤ %OAFA ≤ 110% c. Outside air damper position stabilizes within 15 minutes (Step 1d < 15 minutes) Percent OSA at reduced supply airflow (%OARA for Step 2). a. %OARA = Measured outside air reading/required outside air (Step 2b / Step 2c). b. 90% ≤ %OARA ≤ 110%. c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes). Note: Shaded boxes do not apply for CAV systems. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT VAV % Y/N Y/N % Y/N Y/N % % Y/N Y/N 115 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-2A Outdoor Air Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: C. 116 System Location or Area Served: PASS/FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y – yes). FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N – no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-3A Constant Volume Single Zone Unitary Air Conditioner and Heat Pump Systems (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 117 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-3A Constant Volume Single Zone Unitary Air Conditioner and Heat Pump Systems (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Verify the individual components of a constant volume, single-zone, unitary air conditioner and heat pump system function correctly, including: thermostat installation and programming, supply fan, heating, cooling, and damper operation. Construction Inspection 1. 2. 3. Instrumentation to perform test includes, but not limited to: a. None required Installation Thermostat is located within the space-conditioning zone that is served by the HVAC system. Programming (check all of the following): Thermostat meets the temperature adjustment and dead band requirements. Occupied, unoccupied, and holiday schedules have been programmed per the facility’s schedule. Preoccupancy purge has been programmed to meet the requirements of Chapter 7. A. Functional Testing Requirements. Operating Modes Cooling load during unoccupied condition Cooling load during occupied condition Manual override No-load during unoccupied condition Heating load during unoccupied condition No-load during occupied condition Heating load during occupied condition Step 1: Check and verify the following for each simulation mode required. a. Supply fan operates continually. A B C D E F G b. Supply fan turns off. c. Supply fan cycles on and off. d. System reverts to “occupied” mode to satisfy any condition. e. System turns off when manual override time period expires. f. Gas-fired furnace, heat pump, or electric heater stages on. g. Neither heating or cooling is provided by the unit. h. No heating is provided by the unit. i. No cooling is provided by the unit. j. Compressor stages on. k. Outside air damper is open to minimum position. l. Outside air damper closes completely. m. System returned to initial operating conditions after all tests have been completed: Y/N A B C D E F G B. Testing Results Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter. 118 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-3A Constant Volume Single Zone Unitary Air Conditioner and Heat Pump Systems (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: C. System Location or Area Served: PASS/FAIL Evaluation. (check one): PASS: All Construction Inspection responses are complete and Testing Results responses are “Pass” (P). FAIL: Any Construction Inspection responses are incomplete OR there is one or more “Fail” (F) responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 119 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-4A Air Distribution Systems Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 120 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-4A Air Distribution Systems Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: New single zone supply ductwork must be less than 6% leakage rate per Chapter 7, existing single zone ductwork must be less than 15% leakage or other compliance path per Chapter 7. Construction Inspection 1. Scope of test – New Buildings – this test required on New Buildings only if all check boxes 1(a) through 1(c) are checked. Existing Buildings – this test required if 1(a) through 1(d) are checked. Ductwork conforms to the following (note if any of these are not checked, then this test is not required): 1(a) Connected to a constant volume, single zone air conditioners, heat pumps, or furnaces. 1(b) Serves less than 5000 square feet (456 m2) of floor area. 1(c) Has more than 25% duct surface area located in one or more of the following spaces. – Outdoors. – A space directly under a roof where the U-factor of the roof is greater than U-factor of the ceiling. – A space directly under a roof with fixed vents or openings to the outside or unconditioned spaces. – An unconditioned crawlspace. – Other unconditioned spaces. 1(d) A duct is extended or any of the following replaced: air handler, outdoor condensing unit of a split system, cooling or heating coil, or the furnace heat exchanger. 2. Instrumentation to perform test includes: a. Duct Pressure Test. 3. Material and Installation. Complying new duct systems shall have a checked box for all of the following categories (a.) through (g.): a. Choice of drawbands. (check one of the following) Stainless steel worm-drive hose clamps. UV-resistant nylon duct ties. b. Flexible ducts are not constricted in any way. c. Duct leakage tests performed before access to ductwork and connections are blocked. d. Joints and seams are not sealed with cloth back rubber adhesive tape unless used in combination with mastic and drawbands. e. Duct R-values are verified R-8 per Chapter 7. f. Ductwork located outdoors has insulation that is protected from damage and suitable for outdoor service. g. A sticker has been affixed to the exterior surface of the air handler access door per Chapter 7. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 121 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-4A Air Distribution Systems Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Air Distribution System Leakage Diagnostic. The installing contractor must pressure test every new HVAC systems that meet the requirements of Chapter 7 and every retrofit to existing HVAC systems that meet the requirements of Chapter 7. RATED FAN FLOW (applies to all systems) Measured Values 1. Cooling capacity or for heating only units heating capacity. (a) Cooling capacity (for all units but heating only units) in tons. (b) Heating capacity (for heating only units) kBtu/h. 2. Fan flow calculation (a) Cooling capacity in tons [ (b) Heating only cap. kBtu/h [ (Line # 1a) x 400 ft3/min/ton]. (Line # 1b) x 21.7 ft3/min/kBtu/h]. 3. Total calculated supply fan flow 2(a) or 2(b) ft3/min. NEW CONSTRUCTION OR ENTIRE NEW DUCT SYSTEM ALTERATION: Duct pressurization test results (ft3/min @ 25 Pa). 4. Enter tested leakage flow in ft3/min: 5. Pass if leakage percentage ≤6%: [(Line #4) / (Line #3)] x 100 P P % Pass Fail ALTERATIONS: Pre-existing duct system with duct alteration and/or HVAC equipment change-out. 6. Enter tested leakage flow (cubic feet per minute): Pre-test of existing duct system prior to duct system alteration, equipment change-out, or both. 7. Enter tested leakage flow (cubic feet per minute): Final test of new duct system or altered duct system for duct system alteration, equipment change-out, or both. TEST OR VERIFICATION STANDARDS: For altered duct system and/or HVAC equipment change-out use one of the following three tests or verification standards for compliance: 8. Pass if leakage percentage <15% % Pass Fail [ (Line # 7) / (Line # 3)] x 100 9. Pass if leakage reduction percentage >60% % Pass Fail Leakage reduction = [1 - [ (Line#7) / (Line#6)] } x 100 10. Pass if all accessible leaks are sealed as confirmed by visual inspection and verifica% Pass Fail tion by HERS rater (sampling rate 100%). Pass Fail Pass if One of Lines #8 through #10 pass 122 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-5A Air Economizer Controls Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 123 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-5A Air Economizer Controls Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Verify that airside economizers function properly. Construction Inspection 1. 2. 3. Instrumentation to perform test includes, but not limited to: a. Handheld temperature probes calibration. Date: (must be within last year). b. Multimeter capable of measuring ohms and milliamps. Test method (check one of the following): Economizer comes from HVAC system manufacturer installed by and has been factory calibrated and tested. Attach documentation and complete certification statement. No functional testing required. Economizer field installed and field tested or factory installed and field tested. Installation (check all of the following first level boxes). Economizer lockout setpoint complies with Chapter 7. Economizer lockout control sensor is located to prevent false readings. System is designed to provide up to 100% outside air without over-pressurizing the building. For systems with DDC controls lockout sensor(s) are either factory calibrated or field calibrated. For systems with non-DDC controls, manufacturer's startup and testing procedures have been applied. A. Functional Testing. Step 1: Disable demand control ventilation systems (if applicable). Step 2: Enable the economizer and simulate a cooling demand large enough to drive the economizer fully open (check and verify the following). Economizer damper modulates 100% open. Return air damper modulates 100% closed. Where applicable, verify that the economizer remains 100% open when the cooling demand can no longer be met by the economizer alone. All applicable fans and dampers operate as intended to maintain building pressure. The unit heating is disabled. Step 3: Simulate a cooling load and disable the economizer (check and verify the following). Economizer damper closes to its minimum position. All applicable fans and dampers operate as intended to maintain building pressure. The unit heating is disabled. Step 4: Simulate a heating demand and enable the economizer (check and verify the following). Economizer damper closes to its minimum position. Step 5: System returned to initial operating conditions. Y/N B. Testing Results. PASS / FAIL Step 1: Simulate cooling load and enable the economizer (all check boxes are complete). Step 2: Simulate cooling load and disable the economizer (all check boxes are complete). Step 3: Simulate heating demand and enable the economizer (all check boxes are complete). 124 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-5A Air Economizer Controls Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: C. System Location or Area Served: PASS/FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and Testing Results responses are “Pass”. FAIL: Any Construction Inspection responses are incomplete OR there is one or more “Fail” responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 125 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-6A Demand Control Ventilation Systems Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 126 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-6A Demand Control Ventilation Systems Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Verify that systems required to employ demand controlled ventilation can vary outside ventilation flow rates based on maintaining interior carbon dioxide (CO2) concentration setpoints. Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. Calibrated handheld CO2 analyzer. b. Manufacturer's calibration kit. c. Calibrated CO2/air mixtures. 2. Installation. The sensor is located in the high density space between 3 feet (914 mm) and 6 feet (1829 mm) above the floor or at the anticipated level of the occupants' heads. 3. Documentation of all carbon dioxide control sensors includes (check one of the following): a. Calibration method. Factory-calibration certificate (certificate must be attached). Field calibrated. b. Sensor accuracy. Certified by manufacturer to be no more than +/- 75 ppm calibration certificate must be attached. . A. Functional Testing. a. Disable economizer controls. b. Outside air CO2 concentration (select one of the following). c. Results Measured dynamically using CO2 sensor. Interior CO2 concentration setpoint (Outside CO2 concentration + 600 ppm). ppm ppm Step 1: Simulate a signal at or slightly above the CO2 setpoint or follow manufacturers recommended testing procedures. For single zone units, outdoor air damper modulates opens to satisfy the total ventilation air called for in the certificate of compliance. For multiple zone units, either outdoor air damper or zone damper modulate open to satisfy the zone ventilation requirements. Step 2: Simulate signal well below the CO2 setpoint or follow manufacturers recommended procedures. For single zone units, outdoor air damper modulates to the design minimum value. For multiple zone units, either outdoor air damper or zone damper modulate to satisfy the reduced zone ventilation requirements. Step 3: System returned to initial operating conditions. Y/N B. Testing Results. PASS / FAIL Step 1: Simulate a high CO2 load (check box complete). Step 2: Simulate a low CO2 load (check box complete). GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 127 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-6A Demand Control Ventilation Systems Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: C. 128 System Location or Area Served: PASS/FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and Testing Results responses are “Pass”. FAIL: Any Construction Inspection responses are incomplete OR there is one or more “Fail” responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-7A Supply Fan VFD Acceptance (Page 1 of 2) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 129 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-7A Supply Fan VFD Acceptance (Page 2 of 2) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Verify that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge. 2 Installation. Discharge static pressure sensors are either factory calibrated or field-calibrated. The static pressure location, setpoint, and reset control meets the requirements of Chapter 7. 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated. Calibration complete, all pressure sensors within 10% of calibrated reference sensor. A. Functional Testing. Results Step 1: Drive all VAV boxes to achieve design airflow. a. Supply fan controls modulate to increase capacity. Y/N b. Supply fan maintains discharge static pressure within +/-10% of the current operating setpoint. Y/N c. Supply fan controls stabilize within a 5 minute period. Y/N Step 2: Drive all VAV boxes to minimum flow. a. Supply fan controls modulate to decrease capacity. Y/N b. Current operating setpoint has decreased (for systems with DDC to the zone level). Y/N c. Supply fan maintains discharge static pressure within +/-10% of the current operating setpoint. Y/N d. Supply fan controls stabilize within a 5 minute period. Y/N Step 3: System returned to initial operating conditions. Y/N B. Testing Results. PASS / FAIL Step 1: Drive all VAV boxes to achieve design airflow. Step 2: Drive all VAV boxes to minimum flow. C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 130 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-8A Valve Leakage Test (Page 1 of 2) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 131 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-8A Valve Leakage Test (Page 2 of 2) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Ensure that control valves serving variable flow systems are designed to withstand the pump pressure over the full range of operation. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge. b. Pump curve submittals showing the shutoff head. 2 Installation. Valve and piping arrangements were installed per the design drawings. A. Functional Testing. Pump Tag (Id) Results Step 1: Determine pump dead head pressure. a. Close pump discharge isolation valve. Y/N b. Measure and record the differential pump pressure. Feet Water Column = c. Record the shutoff head from the submittal. Feet Water Column = d. The measurement across the pump in step 1b is within 5% of the pump submittal in step 1c. e. Open pump discharge isolation valve. Y/N Y/N Step 2: Automatically close all valves on the systems being tested. If three-way valves are present, close off the bypass line(s). a. The 2-way valves automatically close. Y/N b. Measure and record the differential pump pressure in feet of water column. Feet Water Column = c. The measurement across the pump in step 2b is within 5% of the measurement in step 1b. Y/N Y/N Step 3: System returned to initial operating conditions. PASS / FAIL B. Testing Results. Step 1: Pressure measurement is within 5% of submittal data for all pumps. Step 2: Pressure measurements are within 5%. C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 132 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-9A Supply Water Temperature Reset Controls Acceptance (Page 1 of 2) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 133 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-9A Supply Water Temperature Reset Controls Acceptance (Page 2 of 2) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Ensure that both the chilled water and hot water supply temperatures are automatically reset based on either building loads or outdoor air temperature, as indicated in the control sequences. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated reference temperature sensor or drywell bath. 2 Installation Supply water temperature sensors have been either factory or field calibrated. 3 Documentation of hydronic system supply temperature sensors including (check one of the following): Field-calibrated Calibration complete, hydronic system supply temperature sensors within 1% of calibrated reference sensor or drywell bath. A. Functional Testing. Step 1: Test maximum reset value. a. Change reset control variable to its maximum value. Y/N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value. Y/N c. Verify that actual system temperature changes to within 2% of the new setpoint. Y/N Step 2: Test minimum reset value. a. Change reset control variable to its minimum value. b. Verify that chilled or hot water temperature setpoint is reset to appropriate value. c. Verify that actual system temperature changes to within 2% of the new setpoint. Step 3: Test maximum reset value. a. Restore reset control variable to automatic control. Y/N Y/N Y/N Y/N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value. Y/N c. Verify that actual supply temperature changes to meet setpoint. Y/N d. Verify that actual supply temperature changes to within 2% of the new setpoint. Y/N B. Testing Results. System passes criteria in 1c, 2c, and 3d. PASS / FAIL C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 134 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-10A Hydronic System Variable Flow Control Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 135 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-10A Hydronic System Variable Flow Control Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Ensure that when loads within the building fluctuate, control valves modulate the amount of water passing through each coil and add or remove the desired amount of energy from the air stream to satisfy the load. Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge. 2. Installation Pressure sensors are either factory calibrated or field-calibrated. Pressure sensor location, setpoint, and reset control meets the requirements of Chapter 7. 3. Documentation of all control pressure sensors including (check one of the following): a. Factory-calibrated (proof required). Factory-calibration certificate. b. Field-calibrated. Calibration complete, all pressure sensors within 10% of calibrated reference sensor. A. Functional Testing. Step 1: Design flow test. a. Open control valves to achieve a minimum of 90% of design flow. b. Verify that the pump speed increases. c. Are the pumps operating at 100% speed? d. Record the system pressure as measured at the control sensor. (Feet Water Column) = e. Record the system pressure setpoint. Record the system pressure setpoint. Y/N Y/N Y/N Y/N Y/N (Feet Water Column) = f. Is the setpoint in 2e is less than the setpoint in 1d? g. Is the pressure reading 2d within 5% of pressure setpoint 2e? h. Did the system operation stabilize within 5 minutes after completion of step 2a? Step 3: System returned to initial operating conditions. 136 Y/N Y/N Y/N (Feet Water Column) = f. Is the pressure reading 1d within 5% of pressure setpoint 1e? g. Did the system operation stabilize within 5 minutes after completion of step 1a? Step 2: Low flow test a. Close coil control valves to achieve a maximum of 50% of design flow. b. Verify that the current operating speed decreases (for systems with DDC to the zone level). c. Verify that the current operating speed has not increased (for all other systems that are not DDC). d. Record the system pressure as measured at the control sensor. (Feet Water Column) = e. Results Y/N Y/N Y/N Y/N GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-10A Hydronic System Variable Flow Control Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: PASS / FAIL B. Testing Results Step 1: Select pass if either 1c or 1f are true. Step 2: Select pass if 2b, 2e, 2f and 2g are true. C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 137 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-11A Automatic Demand Shed Control Acceptance (Page 1 of 2) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 138 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-11A Automatic Demand Shed Control Acceptance (Page 2 of 2) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: Ensure that the central demand shed sequences have been properly programmed into the DDC system. Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. None. 2. Installation. The EMCS front end interface enables activation of the central demand shed controls. A. Functional Testing. Pump Tag (Id) Step 1: Engage the demand shed controls. a. Engage the central demand shed control signal. Y/N b. Verify that the current operating temperature setpoint in a sample of noncritical spaces increases by Y/N the proper amount. c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. Y/N Step 2: Disengage the demand shed controls. a. Disengage the central demand shed control signal. Y/N b. Verify that the current operating temperature setpoint in the sample of noncritical spaces returns to Y/N their original value. c. Verify that the current operating temperature setpoint in the sample of critical spaces does not Y/N change. B. Testing Results. PASS / FAILY / N Step 3: System returned to initial operating conditions. Test passes if all answers are yes in Step 1 and Step 2. C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 139 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-12A Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 140 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-12A Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: Intent: System Location or Area Served: The purpose of this test is to verify proper fault detection and reporting for automated fault detection and diagnostics systems for packaged units. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. List of instrumentation may be needed or included. 2 Installation. Verify that FDD hardware is installed on equipment by the manufacturer and that equipment make and model include factory-installed FDD hardware that matches the information indicated on copies of the manufacturer’s cut sheets and on the plans and specifications. A. Eligibility Criteria Results. a. b. c. d. e. f. g. h. i. j. k. Results A fault detection and diagnostics (FDD) system for direct-expansion packaged units shall contain the following features to be eligible for credit in the performance calculation method: The unit shall include a factory-installed economizer and shall limit the economizer deadband to no Y/N more than 2°F (-17ºC). The unit shall include direct-drive actuators on outside air and return air dampers. Y/N The unit shall include an integrated economizer with either differential dry-bulb or differential Y/N enthalpy control. The unit shall include a low temperature lockout on the compressor to prevent coil freeze-up or Y/N comfort problems. Outside air and return air dampers shall have maximum leakage rates conforming to Chapter 7. Y/N The unit shall have an adjustable expansion control device such as a thermostatic expansion valve Y/N (TXV). To improve the ability to troubleshoot charge and compressor operation, a high-pressure refrigerant Y/N port will be located on the liquid line. A low-pressure refrigerant port will be located on the suction line. The following sensors should be permanently installed to monitor system operation and the controller Y/N should have the capability of displaying the value of each parameter: Refrigerant suction pressure. Supply air relative humidity. Return air temp. Supply air relative Refrigerant suction temp. Outside air relative humidity. Supply air temp. humidity. Liquid line pressure. Return air relative humidity. Outside air temp. The controller will provide system status by indicating the following conditions: Y/N Compressor enabled. Economizer enabled. Free cooling available. Heating enabled. Mixed air low limit cycle active. The unit controller shall have the capability to manually initiate each operating mode so that the operation Y/N of compressors, economizers, fans, and heating system can be independently tested and verified. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 141 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-12A Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: B. Functional Testing. Results Step 1: Low airflow test. a. Test low airflow condition by replacing the existing filter with a dirty filter or appropriate obstruction. b. Verify that the fault detection and diagnostics system reports the fault. Y/N c. Verify that the system is able to verify the correct refrigerant charge. Y/N d. Verify that you are able to calibrate the following: Y/N Outside Air Temperature Sensor. Return Air Temperature Sensors. Supply Air Temperature Sensors. C. Testing Results Test passes if all answers are yes under Eligibility Criteria and Functional Testing. 142 PASS / FAIL PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-13A Automatic Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units and Zone Terminal Units Acceptance (Page 1 of 4) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 143 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-13A Automatic Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units and Zone Terminal Units Acceptance (Page 2 of 4) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Intent: Verify that the system detects common faults in air handling units and zone terminal units. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. No instrumentation is required – changes are implemented at the building automation system control station. 2 Installation. a. The functional testing verifies proper installation of the controls for FDD for air handling units and zone terminal units. No additional installation checks are required. A. Eligibility Criteria Results. Testing of each AHU with FDD controls shall include the following tests: Step 1: Sensor Drift/Failure: a. Disconnect outside air temperature sensor from unit controller. b. Verify that the FDD system reports a fault. c. Connect OAT sensor to the unit controller. d. Verify that FDD indicates normal system operation. Step 2: Damper/actuator fault. a. From the control system workstation, command the mixing box dampers to full open (100% outdoor air). b. Disconnect power to the actuator and verify that a fault is reported at the control workstation. c. Reconnect power to the actuator and command the mixing box dampers to full open. d. Verify that the control system does not report a fault. e. From the control system workstation, command the mixing box dampers to a full-closed position (0% outdoor air). f. Disconnect power to the actuator and verify that a fault is reported at the control workstation. g. Reconnect power to the actuator and command the dampers closed. h. Verify that the control system does not report a fault during normal operation. Step 3: Valve/actuator fault. a. From the control system workstation, command the heating and cooling coil valves to full open or closed, then disconnect power to the actuator and verify that a fault is reported at the control workstation. Step 4: Inappropriate simultaneous heating, mechanical cooling, and/or economizing a. From the control system workstation, override the heating coil valve and verify that a fault is reported at the control workstation. b. From the control system workstation, override the cooling coil valve and verify that a fault is reported at the control workstation. c. From the control system workstation, override the mixing box dampers and verify that a fault is reported at the control workstation. 144 Results Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-13A Automatic Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units and Zone Terminal Units Acceptance (Page 3 of 4) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: B. Functional Testing for Zone Terminal Units. Testing shall be performed on one of each type of terminal unit (VAV box) in the project. A minimum of 5% of results the terminal boxes shall be tested. Step 1: Sensor Drift/Failure: a. Disconnect the tubing to the differential pressure sensor of the VAV box. b. Verify that control system detects and reports the fault. c. Reconnect the sensor and verify proper sensor operation. d. Verify that the control system does not report a fault. Step 2: Damper/actuator fault. If the damper is stuck open: a. Command the damper to be fully open (room temperature above setpoint). b. Disconnect the actuator to the damper. c. Adjust the cooling setpoint so that the room temperature is below the cooling setpoint to command the damper to the minimum position. Verify that the control system reports a fault. d. Reconnect the actuator and restore to normal operation. If the damper is stuck closed: a. Set the damper to the minimum position. b. Disconnect the actuator to the damper. c. Set the cooling setpoint below the room temperature to simulate a call for cooling. Verify that the control system reports a fault. d. Reconnect the actuator and restore to normal operation. Step 3: Valve/actuator fault (for systems with hydronic reheat). a. Command the reheat coil valve to full open. b. Disconnect power to the actuator. Set the heating setpoint temperature to be lower than the current space temperature, to command the valve closed. Verify that the fault is reported at the control workstation. c. Reconnect the actuator and restore normal operation. Step 4: Feedback loop tuning fault (unstable airflow) a. Set the integral coefficient of the box controller to a value 50 times the current value. Lower the space cooling setpoint to simulate a call for cooling. b. The damper cycles continuously and airflow is unstable. Verify that the control system detects and reports the fault. c. Reset the integral coefficient of the controller to the original value to restore normal operation. Step 5: Disconnected inlet duct. a. From the control system workstation, command the damper to full closed, then disconnect power to the actuator and verify that a fault is reported at the control workstation. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Results Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N 145 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-13A Automatic Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion Units and Zone Terminal Units Acceptance (Page 4 of 4) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: C. Testing Results Test passes if all answers are yes under Functional Testing Sections. PASS / FAIL D. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 146 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-14A Distributed Energy Storage DX AC Systems Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: Responsible Person’s Signature: Date Signed: GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT Position With Company (Title): 147 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-14A Distributed Energy Storage DX AC Systems Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Intent: Verify that the system detects common faults in air handling units and zone terminal units. Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. No special instrumentation is required to perform these tests. 2. Installation. Prior to Performance Testing, verify and document the following: The water tank is filled to the proper level. The water tank is sitting on a foundation with adequate structural strength. The water tank is insulated and the top cover is in place. The DES/DXAC is installed correctly (refrigerant piping, etc.). Verify that the correct model number is installed and configured. A. Functional Testing Results Step 1: Simulate no cooling load during a nighttime period by setting system time to between 9PM and 6AM. Raise the space temperature setpoint above the current space temperature. Verify and document the following: a. The system charges the tank. Y/N b. The system does not provide cooling to the building. Y/N Step 2: Simulate cooling load during daytime period (e.g., by setting time schedule to include actual time and placing thermostat cooling set-point below actual temperature). Verify and document the following: a. Supply fan operates continually during occupied hours. Y/N b. If the DES/DXAC has cooling capacity, DES/DXAC runs to meet the cooling demand (in ice melt Y / N / N/A mode). c. If the DES/DXAC has no ice and there is a call for cooling, the DES/DXAC runs in direct cooling Y / N / N/A mode. Step 3: Simulate no cooling load during daytime condition. Verify and document the following: a. Supply fan operates as per the facility thermostat or control system. Y/N b. The DES/DXAC and the condensing unit do not run. Step 4: Simulate no cooling load during morning shoulder time period. Verify and document the following: a. The DES/DXAC is idle (the condensing unit and the refrigerant pumps remain off). Y/N B. Calibrating Controls. Results a. Verify that you are able to set the proper time and date, as per manufacturer’s installation manual for Y/N approved installers. C. Testing Results. PASS / FAIL Test passes if all answers are yes under Functional Testing and Calibrating Controls. 148 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-14A Distributed Energy Storage DX AC Systems Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 149 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-15A Thermal Energy Storage (TES) System Acceptance (Page 1 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Enforcement Agency: Permit Number: Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician’s Name: Field Technician’s Signature: Date Signed: Position with Company (Title): RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer who is eligible per the requirements of the Authority Having Jurisdiction, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Appendix C. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: Responsible Person’s Name: License: 150 Responsible Person’s Signature: Date Signed: Position With Company (Title): GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-15A Thermal Energy Storage (TES) System Acceptance (Page 2 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: Intent: Verify proper operation of distributed energy storage DX systems. Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. No special instrumentation is required for the acceptance tests. A. Certificate of Compliance Information The following Certificate of Compliance information for both the chiller and the storage tank shall be provided on the plans to document the key TES System parameters and allow plan check comparison to the inputs used in the DOE-2 simulation. DOE-2 keywords are shown in ALL CAPITALS in parentheses. a. Chiller b. Storage Tank Brand and Model: Type (centrifugal, reciprocating, etc): Capacity (tons): (Size) Starting Efficiency (kW/ton): (at beginning of ice production) (COMP-kW/TON-START) Ending Efficiency (kW/ton): (at end of ice production) (COMP-kW/TON-END) Capacity Reduction (% / F): (PER-COMP-REDUCT/F) Storage Type (Check): (TES-TYPE) Chilled Water Storage Ice Harvester Ice-Slurry Ice-on-Coil CHS Brine Eutectic Salt Number of tanks (SIZE) Storage Capacity per Tank (ton-hours) Storage Rate (tons): (COOL-STORE-RATE) Discharge Rate (tons): (COOL-SUPPLY-RATE) Auxiliary Power (watts): (PUMP+AUX-kW) Tank Area (square feet): (CTANK-LOSS-COEFF) Tank Insulation (R-Value): (CTANK-LOSS-COEFF) GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT 151 APPENDIX C CERTIFICATE OF ACCEPTANCE MECH-15A Thermal Energy Storage (TES) System Acceptance (Page 3 of 3) Project Name/Address: System Name or Identification/Tag: System Location or Area Served: B. Functional Testing Results Step 1: TES System Design Verification a. In the TES System Design Verification part, the installing contractor shall certify the Y/N following information, which verifies proper installation of the TES System consistent with system design expectations: The TES system is one of the above Initial discharge rate of the storage Discharge test time (hours). eligible systems. tanks (tons). Tank storage capacity after charge Initial charge rate of the storage Final discharge rate of the storage (ton-hours). tanks (tons). tank (tons). Tank storage capacity after Final charge rate of the storage tank Charge test time (hours). discharge (ton-hours). (tons). Initial chiller efficiency (kW/ton) Final chiller efficiency (kW/ton) Tank standby storage losses (UA). during charging. during charging. Step 2: TES System Controls and Operation Verification Pass a. The TES system and the chilled water plant is controlled and monitored by an EMS. Fail b. Force the time between 9:00 p.m. and 9:00 a.m. and simulate a partial or no charge of the tank and Pass simulate no cooling load by setting the indoor temperature setpoint higher than the ambient tempera Fail ture. Verify that the TES system starts charging (storing energy). c. d. e. f. Force the time to be between 6:00 p.m. and 9:00 p.m. and simulate a partial charge on the tank and simulate a cooling load by setting the indoor temperature set point lower than the ambient temperature. Verify that the TES system starts discharging. Force the time to be between noon and 6:00 p.m. and simulate a cooling load by lowering the indoor air temperature set point below the ambient temperature. Verify that the tank starts discharging and the compressor is off. For systems designed to meet partial loads the system should be run until the TES storage is fully depleted. The number of hours of operation must meet or exceed the designed operational hours for the system. Force the time to be between 9:00 a.m. to noon, and simulate a cooling load by lowering the indoor air temperature set point below the ambient temperature. Verify that the tank does not discharge and the cooling load is met by the compressor only. Force the time to be between 9:00 p.m. and 9:00 a.m. and simulate a full tank charge by changing the output of the sensor to the EMS. Verify that the tank charging is stopped. Pass Fail Pass Fail Pass Fail Pass Fail g. Force the time to be between noon and 6:00 p.m. and simulate no cooling load by setting the indoor Pass temperature set point above the ambient temperature. Verify that the tank does not discharge and the Fail compressor is off. C. PASS / FAIL Evaluation (check one): PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass". FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 152 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT INDEX –A– AccEssIblE....................................203.0, 409.3, 502.9.5 AltErNAtE mAtErIAls .....................................102.0 AltErNAtE wAtEr sourcE ................203.0, 408.1, Chapter 5, B 101.7, B 102.2 AltErAtIoNs AND rEpAIrs ............101.4.1, 603.2.3, 703.1.1.3 AutHorItY HAVING JurIsDIctIoN Definition.................................................................203.0 AutomAtIc sHutDowN ...........................703.4.3.3.1 –b– bAckflow Prevention ............................................................B 102.3 Protection.................................................................413.2 bAckwAtEr VAlVEs ........................................502.2.4, 502.9.1, 502.9.7, 505.9.5.5, B 104.4.3 bAlANcING Dampers ................................................................702.3.1 Air System ......................................................703.7.3.3.2 Hydronic System ............................................703.7.3.3.3 System.................................601.3.4, 603.4.4.1, 703.7.3.3 bAsIs for DEsIGN (boD) ..................C 102.1, C 102.3 buIlDING coDE .......................101.6.1204.0, 505.9.5.3, 603.6.1, B 104.4.1 –c– cAtcH cAN tEst ........................205.0, 413.10, 413.12 cErtIfIcAtE of AccEptANcE .............C 103.2.1.3, C 104.0, C 106.0 cErtIfIcAtE of occupANcY ...................C 104.3.4 clImAtEs Hot, Humid .....................................................805.1.3.6.1 Very Cold ........................................................805.1.3.6.2 Zones.....................................................................703.3.3 clotHEs wAsHErs ...................................225.0, 403.2 combINAtIoN oVENs............................205.0, 406.1.3 combustIoN AIr ..............................702.6.2, 802.1.1.2 commIssIoNING Plan........................................................C 102.1, C 102.4 Report ....................................................C 102.1, C 102.7 Tests......................................................................C 104.0 coNDENsAtE rEcoVErY ...................................411.0 coNDItIoNED spAcE, DEfINItIoN .................205.0 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT coNNEctIoNs ........................................................106.1 Duct............................................C 105.4.1.1, C 105.4.2 Energy ...................................................................106.2 Exhaust Air and Outdoor Air........................703.4.3.3.4 Plumbing System...................................................304.2 Potable and Reclaimed (Recycled) Water ............502.3, 503.4, 504.4, 505.4 Public or Private Potable Water .........................B 102.2 Temporary .............................................................106.3 coNtrols Chilled and Hot Water Temperature Reset ......703.5.4.3 Fan Speed ........................................................703.5.5.2 Heat Pump Auxiliary .......................................703.4.3.5 Humidity...........................................................702.10.3 Hydronic System .............................................703.5.2.2 Integrated Economizer ....................................703.5.1.3 Off-Hour ..........................................................703.4.3.3 Optimum Start ..............................................703.4.3.3.3 Setback .........................................................703.4.3.3.2 Supply Air Temperature ..................................703.5.3.4 Temperature Maintenance ......................601.3.3603.4.5 Thermal Comfort...................................................807.1 VAV Fan ..........................................................703.5.3.2 Ventilation Fan .............................................703.4.3.4.4 Ventilation System...........702.10.2,703.4.3.4, 703.4.3.9 Zone Thermostatic..........................703.4.3.1, 703.5.2.1 coolING towErs ....................410.2, 410.3, 703.5.5.3 cross-coNNEctIoN ......501.11.2, 503.5, 504.5, 505.5 cYclEs of coNcENtrAtIoN for coolING towErs, DEfINItIoN ......................205.0 –D– DAmpErs ............................................702.13, 703.5.1.1.4 Balancing ..............................................................702.3.1 DEAD bAND .....................................................703.4.3.1.2 DEbrIs EXcluDEr................................206.0, 505.9.10 DEbrIs scrEEN ...............................................B 104.9.2 DEHumIDIfIcAtIoN ......................703.4.3.7, 703.5.2.3 DIsHwAsHErs.........................................................403.1 DIsINfEctIoN ....................................410.5.2, B 104.2.2 DrINkING fouNtAINs .........................................402.9 DrY wEAtHEr ruNoff, DEfINItIoN.............206.0 Duct lEAkAGE tEsts ....................702.4.3, 703.4.4.2 Ducts.........................................................................702.4 153 INDEX –E– EcoNomIzErs.....................................................703.5.1 EmIttErs .........................................................502.11.1.3 Low Flow......................................................214.0, 413.9 ENErGY EffIcIENcY rAtIo (EEr), DEfINItIoN ..............................................................207.0 ENErGY rEcoVErY................703.5.6, Table 703.5.6.1 ENErGY stAr......................207.0, 403.0, 406.1.1, 805.2 EVAporAtIVE coolErs..........................410.2, 410.4 EVApotrANspIrAtIoN, DEfINItIoN .............207.0 EXHAust Hoods....................................................................406.2.3 Laboratory Systems ...........................................703.5.7.2 Systems .................................................................703.5.7 EXIstING coNstructIoN ..............................101.4.2 –f– fAN sYstEm powEr lImItAtIoN .............703.5.3.1 fAucEts Dipper Well ........................................................406.1.5 Kitchen and Bar Sink.......213.0, Table 402.1, 603.4.4.4 Lavatory................214.0, Table 402.1, 402.5, 603.4.5.2 Metering...........................215.0, Table 402.1, 402.5.2.2 Residential Kitchen ...............................................402.4 Self Closing, definition .........................................221.0 fIElD tEcHNIcIAN....................C 103.2.1.1, C 104.3.3 fIltErs.........504.10.5, 505.9.11, 803.3, 805.3, B 104.2.1 fIrEplAcEs.............................................................802.0 fooD stEAmErs......................................208.0, 406.1.2 –G– GANG sHowErs .......................................209.0, 402.6.2 GEotHErmAl, DEfINItIoN ..............................209.0 GrAY wAtEr Definition.................................................................209.0 Diverter ......................................................209.0, 502.2.3 –H– HEAt pumps ......................702.2, 703.4.3.5, 703.5.2.2.3, 703.5.4.4, 705.1.4 HEAt trAps ..........................................................603.4.7 HEAtING sEAsoNAl pErformANcE fActor (Hspf), DEfINItIoN ...............................................210.0 HIGH-lImIt sHutoff .................................703.5.1.1.3 HumIDIfIcAtIoN............................703.4.3.7, 703.5.2.4 Hot tubs .........................................................Chapter 10 HYDrozoNE, DEfINItIoN..................................210.0 154 –I– INDoor AIr quAlItY ....................803.1, 805.0, 806.0 INDoor moIsturE coNtrol..........................804.0 INfIltrAtIoN crEDIt ...............................805.1.3.1.3 INspEctIoNs .....................105.0, 501.5, 501.11, 503.11, 504.12, 505.11, 604.2, C 104.3.2, C 105.1.1.1, C 105.2.1.1 INsulAtIoN .....................601.2, 602.5, 603.4.3, 702.4.1, 702.5, 703.4.4, 703.8.2 INtEGrAtED ENErGY EffIcIENcY rAtIo (IEEr), DEfINItIoN................................................211.0 INtEGrAtED pArt-loAD VAluE (IplV), DEfINItIoN ..............................................................211.0 IrrIGAtIoN Demand ..............................................211.0, 413.3, 413.4 Emission Device ................................211.0, 413.6, 413.9 Field Subsoil.............221.0, 502.2, 502.9.3, 502.10.1, 502.11 Subsurface ................................................221.0, 502.2, 502.9.4, 502.10, 502.11 Landscape Systems ..................................................413.0 Low Application Rate ..............................................214.0 Zone ...................................................211.0, 413.3, 413.4 –l– lAbElED .............302.1, 412.0, 504.7, 505.9.8, 703.4.1.5, 703.7.2, B 101.4.2, B104.7 lANDscApE IrrIGAtIoN sYstEms ................413.0 lAVAtorY, DEfINItIoN .......................................214.0 lIstED .....................................214.0, 302.1, 405.0, 501.2, 504.7, 505.9.8, 705.1.4, B 101.4.2, B 104.5, B 104.7 lIstING AGENcY, DEfINItIoN .........................214.0 low ApplIcAtIoN rAtE IrrIGAtIoN, DEfINItIoN ..............................................................214.0 –m– mAINtENANcE .....................107.0, 215.0, 501.5, 501.6, 502.11.2.4, 502.15, 604.2, B 101.5, B 101.6 mEtErs .....................................................................409.0 Submeter .........................................221.0, 409.0, 602.7.3 mINImum EffIcIENcY rEportING VAluE (mErV), DEfINItIoN .............................................215.0 motor NAmEplAtE ...................................703.5.3.1.2 mulcH bAsIN.............215.0, 502.10.1, 502.11, 502.11.2 multI-occupANt spAcEs, DEfINItIoN .......215.0 –N– NoN-potAblE wAtEr ...................................Chapter 5 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT INDEX –o– oN-sItE trEAtED NoN-potAblE wAtEr ...217.0, 408.1, 410.5, 411.0, Chapter 5 outlEt tEmpErAturE................................603.4.5.2 owNEr’s proJEct rEquIrEmENts (opr) .......... ...........................................................................C 102.2 –p– pAtHs Compliance.................................................603.3, 703.2 Prescriptive.................................................603.5, 703.5 Simplified Approach..............................................703.3 pErmIt ...............................................104.0, 501.3, 502.5, 502.7, 503.2, 504.2, 505.2, 505.3, B 101.3 pErmIt fEEs ...........................................................104.2 plANs AND spEcIfIcAtIoNs.......101.3, 103.0, 502.7 pools ....................................101.6.6, 603.4.6, Chapter 10 post coNstructIoN DocumENtAtIoN AND trAINING......................................C 102.1, C 102.6 potAblE wAtEr, DEfINItIoN..........................218.0 prE-rINsE sprAY VAlVE..........................218.0, 402.7 prEcIpItAtIoN rAtE..............................218.0, 413.10 prImEr AND solVENt cEmENt ......................808.0 pumps ..........................................................104.5, 505.9.6 Automatic Shut-Off ..............................................410.4.2 Circulating .....................................601.3.1.1, 703.5.1.2.2 Controls.......................................501.9, 601.3.2, B 101.9 Head...................................................................703.4.2.2 Heat ...........................702.2, Table 703.8.1(2), 703.4.3.5, 703.5.2.2.3, 705.1.4 Hydronic .....................................703.5.4.4, 703.7.3.3.3 Operation ..............................................................601.3.1 Recirculating........................................601.3.1.2, 601.3.2 Swimming Pool ....................................603.4.6.3, 1001.4 Water-Powered Sump ..............................................412.0 -qquAlIfIcAtIoNs ...........................303.3, 413.13, 902.0 quIck-DIscoNNEct DEVIcE .........................503.9.1 Definition ................................................................219.0 –r– rAINwAtEr............408.1, Chapter 5, 804.1, Appendix B Definition ................................................................220.0 Catchment System ...................220.0 Chapter 5, B 106.0 Storage Tank ...........................505.7.3, 505.9.5, B 102.0, B 104.4, B 104.9 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT rEclAImED (rEcYclED) wAtEr...................220.0, 408.1, 410.5 rEHAbIlItAtIoN of pIpING sYstEms..........303.2 rEpAIrs AND AltErAtIoNs ............101.4.1, 603.2.3, 703.1.1.3 rEspoNsIblE pErsoN..................C 103.2.1.2, C104.3 roof DrAINs.........................................505.9.7, B 104.6 roof wAsHEr..........................................220.0, B 104.9 ruN out....................................................................220.0 –s– scopE............................101.4, 301.0, 401.1, 501.1, 601.1, 701.1, 703.1.1, 703.3.1, 801.1, 901.1, B 101.1, C 101.1 sEAsoNAl ENErGY EffIcIENcY rAtIo (sEEr), DEfINItIoN...............................................221.0 sEtpoINt oVErlAp rEstrIctIoN...........703.4.3.2 sHowErs .......................................................402.6, 402.8 sIGNs .................................501.10, 503.10, 504.11, 505.10 sINGlE occupANt spAcEs, DEfINItIoN .....221.0 soIl AbsorptIoN rAtE, DEfINItIoN............221.0 solVENt cEmENt AND prImEr ......................808.0 spA ......................................................................Chapter 10 spEcIfIcAtIoNs AND plANs.......101.3, 103.0, 502.7 sprINklEr HEADs ......................221.0, 413.10, 413.11 Low Precipitation Rate ...............................214.0, 413.11 stAtIc prEssurE sENsor ........................703.5.3.2.2 stAIr AND sHAft VENts ...........................703.4.3.4.1 stormwAtEr........................................221.0, Chapter 5 Catchment System ...................................................221.0 (See also On-Site Treated Non-Potable Water) storAGE tANks ..........................221.0, 305.2, 505.7.3, 505.9.5, 505.9.5.8, 601.3.1.2, 602.2, B 103.3, B 104.4, C 105.15.1.1 submEtEr.......................................221.0, 409.0, 602.7.3 surGE tANk ...................221.0, 502.2.2, 502.9.1, 502.14 sYstEms Air Distribution..................................................C 105.4 Alternate Water Source ...................................Chapter 5 Constant Volume .................................C 105.2, C 105.3 Demand-Controlled Ventilation.........................C 105.6 Electric Heating.....................................................702.7 Exhaust Hood Liquid Scrubber ..........................406.2.3 Filtration and Disinfection .............B 104.7.1, B 104.10 Freeze Protection...............................505.9.9, 702.10.4, 703.4.3.8, B 104.8 Geothermal ............................................................705.0 155 INDEX Gray Water.............................................................502.0 Hot Water..............................................602.7.3, 603.4.4 Hydronic Variable Flow ..................................703.5.4.1 Hydronic (water loop) Heat Pump ...............703.5.2.2.3 HVAC ........................................Chapter 7, Appendix C Landscape Irrigation..............................................413.0 Mechanical ......................................302.2, 303.1, 701.1 Non-Potable Rainwater Catchment .......................505.0 On-Site Treated Non-Potable Water ...........502.3, 504.0 Potable Rainwater Catchment.....................Appendix B Radiant Heating..............................703.4.4.1.5, 703.5.8 Rainwater Catchment ............220.0, 505.0, Appendix B Recirculation ..................220.0, 601.3, 602.3, 603.4.4.1 Reclaimed (Recycled) Water .................................503.0 Reverse Osmosis Water Treatment........................405.3 Snow and Ice Melting......................................703.4.3.8 Solar Energy ............................................101.6.5, 704.0 Solar Water Heating ..............................................604.0 Variable Air Volume...........................................C 105.1 sYstEm Balancing ............................601.3.4, 603.4.4.1, 703.7.3.3 Commissioning.............................703.7.3.4, Appendix C sYstEms mANuAl..........................................C 102.6.1 VENtIlAtIoN Air .................................................702.6, Table 805.1.3.1 Mechanical............................................................805.1.2 Whole Building.....................................................805.1.3 –w– wAtErsENsE ....................225.0, 402.2.1, 402.3, 402.5.1 wAtEr/wAstEwAtEr utIlItY .............225.0, 410.5 wAtEr closEts .........................................225.0, 402.2 wAtEr EcoNomIzErs ..................................703.5.1.2 wAtEr fActor (wf), DEfINItIoN ..................225.0 wAtEr HEAtErs ........................................602.2, 603.5 wAtEr softENErs AND trEAtmENt DEVIcEs .........................................................405.0, 605.1 wAtEr usE bAsElINE ......................................A 101.2 wHolE HousE fANs...........................................702.11 –z– zoNE IsolAtIoN ..........................................703.4.3.3.4 –t– tEsts Automatic Demand Shed Control....................C 105.11 Automatic Fault Detection Diagnostics (FDD) for Air Handling Units and Zone Terminal Units .C 105.13 Commissioning ..................................................C 104.0 Demand-Controlled Ventilation Systems Acceptance.........................................................C 105.6 Distributed Energy Storage DX AC System....C 105.14 Duct Leakage.....................................702.4.3, 703.4.4.2 Fault Detection and Diagnostics (FDD) for Packaged Direct-Expansion (DX) Units..........C 105.12 Functional Performance.....................................C 102.5 Hydronic System Variable Flow Controls .......C 105.10 Supply Fan Variable Flow Controls...................C 105.7 Supply Water Temperature Reset Controls........C 105.9 Thermal Energy Storage (TES) System ..........C 105.15 Valve Leakage....................................................C 105.8 trAp sEAl ................................................................414.0 –u– urINAls ....................................................................402.3 –V– VEHIclE wAsH fAcIlItIEs ...............................415.0 156 GREEN PLUMBING AND MECHANICAL CODE SUPPLEMENT LICENSE AGREEMENT INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO) GREEN PLUMBING MECHANICAL CODE SUPPLEMENT E-BOOK – 2012 EDITION The International Association of Plumbing and Mechanical Officials (“IAPMO”) agrees to grant, and the user of the eBook agrees to accept, a 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