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INTERNATIONAL
SWIMMING POOL AND SPA CODE'
2018 International Swimming Pool and Spa Code`'
First Printing: August 2017
ISBN: 978-1-60983-746-4 (soft-cover edition)
COPYRIGHT © 2017
by
INTERNATIONAL CODE COUNCIL, INC.
Date of First Publication: August 31, 2017
ALL RIGHTS RESERVED. This 20181nternational Swiimning Pool and Spa Code' is a copyrighted work owned by the Inter-
national Code Council, Inc. Without advance written permission from the copyright owner, no part of this book may be repro-
duced, distributed or transmitted in any form or by any means, including, without limitation, electronic, optical or mechanical
means (by way of example, and not limitation, photocopying or recording by or in an information storage retrieval system). For
information on use rights and permissions, please contact: Publications, 4051 Flossmoor Road, Country Club Hills, IL 60478.
Phone I-888-ICC-SAFE (422-7233).
Trademarks: "International Code Council," the "International Code Council" logo, "ICC," the "ICC" logo, "International Swim-
ming Pool and Spa Code," "ISPSC" and other names and trademarks appearing in this book are trademarks of the International
Code Council, Inc., and/or its licensors (as applicable), and may not be used without permission.
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Introduction
Development
PREFACE
The International Swimming Pool and Spa Code' (ISPSC) establishes minimum requirements for
the design, construction, alteration, repair and maintenance of swimming pools, spas, hot tubs and
aquatic facilities. This 2018 edition is fully compatible with all of the International Codes' (I -Codes®)
published by the International Code Council` (ICC®), including the International Building Codes,
International Energy Conservation Codes, International Existing Building Code®, International Fire
Code', International Fuel Gas Codes, International Green Construction Code', International
Mechanical Code®, International Plumbing Code®, International Private Sewage Disposal Codes,
International Property Maintenance Code®, International Residential Codes, International Wildland-
Urban Interface Code®, International Zoning Code® and International Code Council Performance
Code®.
The I -Codes, including this International Swimming Pool and Spa Code, are used in a variety of
ways in both the public and private sectors. Most industry professionals are familiar with the (-
Codes as the basis of laws and regulations in communities across the U.S. and in other countries.
However, the impact of the codes extends well beyond the regulatory arena, as they are used in a
variety of nonregulatory settings, including:
• Voluntary compliance programs such as those promoting sustainability, energy efficiency
and disaster resistance.
• The insurance industry, to estimate and manage risk, and as a tool in underwriting and rate
decisions.
• Certification and credentialing of individuals involved in the fields of building design, con-
struction and safety.
• Certification of building and construction -related products.
• U.S. federal agencies, to guide construction in an array of government -owned properties.
• Facilities management.
• 'Best practices" benchmarks for designers and builders, including those who are engaged in
projects in jurisdictions that do not have a formal regulatory system or a governmental
enforcement mechanism.
• College, university and professional school textbooks and curricula.
• Reference works related to building design and construction.
In addition to the codes themselves, the code development process brings together building pro-
fessionals on a regular basis. It provides an international forum for discussion and deliberation
about building design, construction methods, safety, performance requirements, technological
advances and innovative products.
This 2018 edition presents the code as originally issued, with changes as reflected in the 2015 edi-
tion and further changes approved by the ICC Code Development Process through 2017. A new edi-
tion such as this is promulgated every 3 years.
This code is founded on principles intended to establish provisions consistent with the scope of a
swimming pool and spa code that adequately protects public health, safety and welfare; provisions
that do not unnecessarily increase construction costs; provisions that do not restrict the use of new
materials, products or methods of construction; and provisions that do not give preferential treat-
ment to particular types or classes of materials, products or methods of construction.
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE® iii
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Maintenance
The International Swimming Pool and Spa Code is kept up to date through the review of proposed
changes submitted by code enforcement officials, industry representatives, design professionals
and other interested parties. Proposed changes are carefully considered through an open code
development process in which all interested and affected parties may participate.
The ICC Code Development Process reflects principles of openness, transparency, balance, due
process and consensus, the principles embodied in OMB Circular A-119, which governs the federal
government's use of private -sector standards. The ICC process is open to anyone; there is no cost to
participate, and people can participate without travel cost through the ICC's cloud -based app, cdp-
Access"'. A broad cross section of interests are represented in the ICC Code Development Process.
The codes, which are updated regularly, include safeguards that allow for emergency action when
required for health and safety reasons.
In order to ensure that organizations with a direct and material interest in the codes have a voice
in the process, the ICC has developed partnerships with key industry segments that support the
ICC's important public safety mission. Some code development committee members were nomi-
nated by the following industry partners and approved by the ICC Board:
• Association of Pool and Spa Professionals (APSP)
• American Institute of Architects (AIA)
The code development committees evaluate and make recommendations regarding proposed
changes to the codes. Their recommendations are then subject to public comment and council -wide
votes. The ICC's governmental members —public safety officials who have no financial or business
interest in the outcome —cast the final votes on proposed changes.
The contents of this work are subject to change through the code development cycles and by any
governmental entity that enacts the code into law. For more information regarding the code devel-
opment process, contact the Codes and Standards Development Department of the International
Code Council.
While the I -Code development procedure is thorough and comprehensive, the ICC, its members
and those participating in the development of this code disclaim any liability resulting from the pub-
lication or use of the I -Codes, or from compliance or noncompliance with their provisions. The ICC
does not have the power or authority to police or enforce compliance with the contents of this
code.
Code Development Committee Responsibilities
(Letter Designations in Front of Section Numbers)
In each code development cycle, code change proposals to this code are considered at the Commit-
tee Action Hearing by the International Swimming Pool and Spa Code Development Committee,
whose action constitutes a recommendation to the voting membership for final action on the pro-
posed change. Code change proposals to sections of the code that are preceded by a bracketed let-
ter designation, such as [A], will be considered by a committee other than the Swimming Pool and
Spa Code Development Committee. For example, proposed changes to Section [A] 102.1 will be
considered by the Administrative Code Development Committee during the Committee Action
Hearings in the 2019 (Group B) code development cycle.
The bracketed letter designations for committees responsible for portions of this code are as fol-
lows:
[A] = Administrative Code Development Committee; and
[BS] = IBC —Structural Code Development Committee
For the development of the 2021 edition of the I -Codes, there will be two groups of code devel-
opment committees and they will meet in separate years. Note that these are tentative groupings.
iv 2018 INTERNATIONAL SWIMMING POOL AND SPA COIDE®
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Group A Codes
Group B Codes
(Heard in 2018, Code Change Proposals
(Heard in 2019, Code Change Proposals
Deadline: January 8, 2018)
Deadline: January 7, 2019)
International Building Code
Administrative Provisions (Chapter 1 of Al
— Egress (Chapters 10, 11, Appendix E)
codes except IECC, IRC and IgCC, administra-
- Fire Safety (Chapters 7, 8, 9,14, 26)
tive updates to currently referenced Stan-
- General (Chapters 2--6,12, 27-33,
dards, and designated definitions)
Appendices A, B, C, D, K, N)
International Fire Code
International Building Code
— Structural (Chapters 15-25, Appendices F,
G, H, I, J, L, M)
International Fuel Gas Code
International Existing Building Code
International Mechanical Code
International Energy Conservation Code —
Commercial
International Plumbing Code
International Energy Conservation Code —
Residential
— IECC—Residential
— IRC—Energy (Chapter 11)
International Property Maintenance Code
International Green Construction Code
(Chapter 1)
International Private Sewage Disposal Code
International Residential Code
— IRC—Building (Chapters 1-10,
Appendices E, F, H, J, K, L, M, 0, Q, R, S, T)
International Residential Code
— IRC—Mechanical (Chapters 12-23)
— IRC—Plumbing (Chapters 25-33,
Appendices G, I, N, P)
International Swimming Pool and Spa Code
International Wildland-Urban Interface Code
International Zoning Code
Note: Proposed changes to the ICC Performance Code" will be heard by the code development committee noted in brack-
ets [ I in the text of the ICC Performance Code"'.
Code change proposals submitted for code sections that have a letter designation in front of
them will be heard by the respective committee responsible for such code sections. Because differ-
ent committees hold Committee Action Hearings in different years, proposals for this code will be
heard by committees in both the 2018 (Group A) and the 2019 (Group B) code development cycles.
Note that every section of Chapter 1 of this code is designated as the responsibility of the Admin-
istrative Code Development Committee, and that committee is part of the Group B portion of the
code hearings. This committee will hold its code development hearings in 2019 to consider all code
change proposals for Chapter 1 of this code and proposals for Chapter 1 of all I -Codes except the
International Energy Conservation Code, International Residential Code and International Green
Construction Code. Therefore, any proposals received for Chapter 1 of this code will be assigned to
the Administrative Code Development Committee for consideration in 2019.
It is very important that anyone submitting code change proposals understand which code devel-
opment committee is responsible for the section of the code that is the subject of the code change
proposal. For further information on the code development committee responsibilities, please visit
the ICC website at www.iccsafe.org/scoping.
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Marginal Markings
Solid vertical lines in the margins within the body of the code indicate a technical change from the
requirements of the 2015 edition. Deletion indicators in the form of an arrow (m*) are provided in
the margin where an entire section, paragraph, exception or table has been deleted or an item in a
list of items or a table has been deleted.
Coordination of the International Codes
Italicized Terms
Adoption
The coordination of technical provisions is one of the strengths of the ICC family of model codes.
The codes can be used as a complete set of complementary documents, which will provide users
with full integration and coordination of technical provisions. Individual codes can also be used in
subsets or as stand-alone documents. To make sure that each individual code is as complete as pos-
sible, some technical provisions that are relevant to more than one subject area are duplicated in
some of the model codes. This allows users maximum flexibility in their application of the I -Codes.
Words and terms defined in Chapter 2, Definitions, are italicized where they appear in code text and
the Chapter 2 definition applies. Where such words and terms are not italicized, common -use defi-
nitions apply. The words and terms selected have code -specific definitions that the user should read
carefully to facilitate better understanding of the code.
The International Code Council maintains a copyright in all of its codes and standards. Maintaining
copyright allows ICC to fund its mission through sales of books, in both print and electronic formats.
The ICC welcomes adoption of its codes by jurisdictions that recognize and acknowledge the ICC's
copyright in the code, and further acknowledge the substantial shared value of the public/private
partnership for code development between jurisdictions and the ICC.
The ICC also recognizes the need for jurisdictions to make laws available to the public. All I -Codes
and I -Standards, along with the laws of many jurisdictions, are available for free in a nondownload-
able form on the ICC's website. Jurisdictions should contact the ICC at adoptions@iccsafe.org to
learn how to adopt and distribute laws based on the International Swimming Pool and Spa Code in a
manner that provides necessary access, while maintaining the ICC's copyright.
To facilitate adoption, several sections of this code contain blanks for fill-in information
that needs to be supplied by the adopting jurisdiction as part of the adoption legislation. For
this code, please see:
Section 101.1. Insert: [NAME OF JURISDICTION]
Section 105.6.2. Insert: [APPROPRIATE SCHEDULE]
Section 105.6.3: [PERCENTAGE IN TWO LOCATIONS]
Section 107.4. Insert: [OFFENSE]
Section 107.4. Insert: [DOLLAR AMOUNT]
Section 107.4. Insert: [NUMBER OF DAYS]
Section 107.5. Insert: [DOLLAR AMOUNT IN TWO LOCATIONS]
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EFFECTIVE USE OF THE
INTERNATIONAL SWIMMING POOL AND SPA CODE
The International Swimming Pool and Spa Code (ISPSC) is a model code that regulates the minimum
requirements for the design, construction, alteration, repair and maintenance of swimming pools,
spas, hot tubes and aquatic facilities. This includes public swimming pools, public spas, public exer-
cise spas, aquatic recreation facilities, onground storable residential pools, permanent inground
residential pools, permanent residential spas, permanent residential exercise spas, portable resi-
dential spas and portable residential exercise spas.
In many jurisdictions, in addition to code officials having the responsibility for reviewing plans
and inspecting the construction of pools and spas, environmental health officials also have a
responsibility for oversight of the operation of pools and spas. In order to prevent disease and pre-
vent injuries, environmental health officials conduct operational evaluations (inspections). This may
include water chemistry, credentials and training of pool operators and lifeguards, proper water cir-
culation, facility staff's preparedness to respond to injuries and accidents, and proper sanitation and
safety of the facility.
Code officials and environmental health officials commonly work closely in the plan review and
inspection of pools and spas. This collaboration between departments to jointly review plans and
inspect pools and spas is critical in order to achieve a safe and healthy environment for all that uti-
lize these facilities.
The Association of Pool & Spa Professionals (APSP), a cooperating sponsor with ICC in the devel-
opment and update of the ISPSC, further notes: "While it is recognized that proper construction and
installation are essential, safe use of pools and spas requires common sense, including constant
adult supervision of children, and proper maintenance. It is assumed and intended that pool users
will exercise appropriate personal judgment and responsibility (including constant adult supervision
of children) and that operators will create and enforce rules and warning appropriate for their pool/
spa."
Arrangement and Format of the 2018 ISPSC
The format of the ISPSC allows each chapter to be devoted to a particular subject with the exception
of Chapter 3 which contains general compliance subject matter that is coordinated with the provi-
sions for each type of pool and spa regulated in Chapters 4-10. The ISPSC is divided into eleven dif-
ferent parts:
Chapter
Subject
1
Scope and Administration
2
Definitions
3
General Compliance
4
Public Swimming Pools
5
Public Spas and Public Exercise Spas
6
Aquatic Recreation Facilities
7
Onground Storable Residential Swimming Pools
8
Permanent Inground Residential Swimming Pools
9
Permanent Residential Spas and Permanent Residential Exercise Spas
10
Portable Residential Spas and Portable Residential Exercise Spas
11
Referenced Standards
2018 INTERNATIONAL SWIMMING POOL AND SPA CODES vii
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The following is a chapter -by -chapter synopsis of the scope and intent of the provisions of the
International Swimming Pool and Spa Code:
Chapter 1 Scope and Administration. This chapter contains provisions for the application,
enforcement and administration of subsequent requirements of the code. Chapter 1 identifies
which swimming pools and spas come under its purview. It is largely concerned with maintaining
"due process of law" in enforcing the design and construction criteria contained in the body of the
code. Only through careful observation of the administrative provisions can the code official reason-
ably expect to demonstrate that "equal protection under the law" has been provided.
Chapter 2 Definitions. Terms that are defined in the code are listed alphabetically in Chapter 2.
While a defined term may be used in one chapter or another, the meaning provided in Chapter 2 is
applicable throughout the code.
Where understanding of a term's definition is especially key to or necessary for the understand-
ing of a particular code provision, the term is shown in italics wherever it appears in the code. This is
true only for those terms that have a meaning that is unique to the code. In other words, the gener-
ally understood meaning of a term or phrase might not be sufficient or consistent with the meaning
prescribed by the code; therefore, it is essential that the code -defined meaning be known.
Guidance regarding tense, gender and plurality of defined terms as well as guidance regarding
terms not defined in this code is provided.
Chapter 3 General Compliance. Chapter 3 is broad in scope. It includes a variety of require-
ments for pools and spas. This chapter provides requirements that are intended to maintain a mini-
mum level of safety and sanitation for both the general public and the users of pools or spas.
Chapter 3 provides specific criteria for electrical, plumbing, mechanical and fuel gas requirements;
energy savings requirements; construction in flood hazard areas; barrier requirements; decks
around pools and spas; general design; dimensional design; equipment; suction entrapment avoid-
ance; circulation systems; filters; pumps and motors; return and suction fittings; skimmers; heaters;
air blowers and air induction systems; water supply; sanitizing equipment; wastewater disposal;
lighting; ladders and recessed treads; and safety. It is important to note that Chapter 3 is intended
to provide general requirements not found in Chapters 4-10. Chapters 4-10 specifically reference
Chapter 3 in order to coordinate the general provisions with the specific provisions based on the
type of pool or spa.
Chapter 4 Public Swimming Pools. The purpose of Chapter 4 is to set forth specific require-
ments in the code for public swimming pools with regard to diving equipment, bather load limita-
tions, rest ledges, wading pools, decks, deck equipment, filters, dressing and sanitary facilities,
special features and signage. The term "public swimming pool" is defined in Chapter 2 and includes
the different classes of pools (Class A — Class F).
Chapter 5 Public Spas and Public Exercise Spas. Chapter 5 establishes the specific criteria
for public spas and public exercise spas with regard to materials, structure and design, pumps and
motors, return and suction fittings, heater and temperature requirements, water supply, sanitation,
oxidation equipment and chemical feeders, and safety features. The term "spa" is defined in Chap-
ter 2.
Chapter 6 Aquatic Recreation Facilities. The purpose of Chapter 6 is to establish specific
requirements for aquatic recreation facilities with regard to floors, markings and indications, circu-
lation systems, handholds and ropes, depths, barriers, number of occupants, toilet rooms and bath-
rooms, special features and signage. The term "aquatic recreation facility" is defined in Chapter 2
and includes wave pools, leisure rivers, inner tube rides and body slides, to name a few.
Chapter 7 Onground Storable Residential Swimming Pools. The purpose of Chapter 7 is to
establish specific requirements for onground storable residential swimming pools with regard to
ladders and stairs, decks and circulation systems. The term "onground storable pool" is defined in
Chapter 2. This chapter applies to what has been commonly referred to in past standards and codes
as onground or above -ground pools. The application of the provisions for onground residential
pools is limited to pools associated with detached one- and two-family dwellings and townhouses
not more than three stories high in accordance with the definition of the term "residential" in Chap-
ter 2.
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Chapter 8 Permanent Inground Residential Swimming Pools. The purpose of Chapter 8 is
to establish specific requirements for permanent inground residential swimming pools with regard
to design, construction tolerances, diving water envelopes, walls, offset ledges, pool floors, diving
equipment, special features, circulation systems and safety features. The application of the provi-
sions for inground residential pools is limited to pools associated with detached one- and two-fam-
ily dwellings and townhouses not more than three stories high in accordance with the definition of
the term "residential" in Chapter 2.
Chapter 9 Permanent Residential Spas and Permanent Residential Exercise Spas. The
purpose of Chapter 9 is to establish specific requirements for permanent residential spas and per-
manent residential exercise spas with regard to safety features. The application of the provisions for
residential spas ("spa" is defined in Chapter 2) is limited to spas associated with detached one- and
two-family dwellings and townhouses not more than three stories high in accordance with the defi-
nition of the term "residential" in Chapter 2.
Chapter 10 Portable Residential Spas and Portable Residential Exercise Spas. The pur-
pose of Chapter 10 is to establish specific requirements for portable residential spas and portable
residential exercise spas with regard to standards that the equipment must meet. The application of
the provisions for residential spas ("spa" is defined in Chapter 2) is limited to spas associated with
detached one- and two-family dwellings and townhouses not more than three stories high in accor-
dance with the definition of the term "residential" in Chapter 2.
Chapter 11 Referenced Standards. The code contains numerous references to standards that
are used to regulate materials and methods of construction. Chapter 11 contains a comprehensive
list of all standards that are referenced in the code. The standards are part of the code to the extent
of the reference to the standard. Compliance with the referenced standard is necessary for compli-
ance with this code. By providing specifically adopted standards, the construction and installation
requirements necessary for compliance with the code can be readily determined. The basis for code
compliance is, therefore, established and available on an equal basis to the code official, contractor,
designer and owner.
Chapter 11 is organized in a manner that makes it easy to locate specific standards. It lists all of
the referenced standards, alphabetically, by acronym of the promulgating agency of the standard.
Each agency's standards are then listed in either alphabetical or numeric order based on the stan-
dard identification. The list also contains the title of the standard; the edition (date) of the standard
referenced; any addenda included as part of the ICC adoption; and the section or sections of this
code that reference the standard.
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TABLE OF CONTENTS
CHAPTER 1 SCOPE AND ADMINISTRATION .... 1
PART 1—SCOPE AND APPLICATION ............. 1
Section
101 General....................................1
102 Applicability ................................I
PART 2—ADMINISTRATION AND
ENFORCEMENT ....................... 2
Section
103
Department of Building Safety ..................
2
104
Duties and Powers of the Code Official...........
2
105
Permits....................................3
106
Inspections.................................4
107
Violations..................................6
108
Means of Appeal ............................
7
CHAPTER 2 DEFINITIONS ..................... 9
Section
201 General....................................9
202 Definitions ................................. 9
CHAPTER 3 GENERAL COMPLIANCE
......... 13
Section
301
General...................................13
302
Electrical, Plumbing, Mechanical
and Fuel Gas Requirements .................
13
303
Energy...................................13
304
Flood Hazard Areas .........................
14
305
Barrier Requirements ........................
14
306
Decks....................................16
307
General Design .............................
17
308
Dimensional Design .........................
17
309
Equipment................................18
310
Suction Entrapment Avoidance ...............
18
311
Circulation Systems .........................
18
312
Filters....................................19
313
Pumps and Motors ..........................
19
314
Return and Suction Fittings ...................
20
315
Skimmers .................................
20
316
Heaters...................................21
317
Air Blower and Air Induction System ...........
21
318 Water Supply .............................. 21
319 Sanitizing Equipment ........................ 22
320 Wastewater Disposal ........................ 22
321 Lighting..................................22
322 Ladders and Recessed Treads ................. 23
323 Safety ....................................2)
CHAPTER4 PUBLIC SWIMMING POOLS ....... 25
Section
401 General...................................25
402 Diving...................................25
403 Bather Load ............................... 27
404 Rest Ledges ............................... 27
405 Wading Pools..............................27
406 Decks and Deck Equipment ................... 27
407 Circulation Systems ............ I ............ 28
408 Filters....................................28
409 Specific Safety Features ...................... 28
410 Sanitary Facilities ........................... 29
411 Special Features ............................ 29
412 Signage...................................30
CHAPTER 5 PUBLIC SPAS AND PUBLIC
EXERCISE SPAS ..................
31
Section
501
General...................................31
502
Materials .................................
31
503
Structure and Design ........................
31
504
Pumps and Motors ..........................31
505
Return and Suction Fittings ...................
31
506
Heater and Temperature Requirements ..........
31
507
Water Supply ..............................
32
508
Sanitizing, Oxidation Equipment
and Chemical Feeders .....................
32
509
Safety Features .............................
32
CHAPTER 6 AQUATIC RECREATION
FACILITIES ...................... 33
Section
601 General...................................33
602 Floors....................................33
603 Markings and Indicators ..................... 33
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TABLE OF CONTENTS
604 Circulation Systems ......................... 33
605 Handholds and Ropes........................34
606 Depths....................................34
607 Barriers...................................34
608 Number of Occupants ........................ 34
609 Toilet Rooms and Bathrooms .................. 35
610 Special Features ............................ 35
611 Signage...................................36
CHAPTER ONGROUND STORABLE
RESIDENTIAL
SWIMMING
POOLS ...........................39
Section
701
General...................................39
702
Ladders and Stairs ..........................
39
703
Decks....................................41
704
Circulation System ..........................
42
705
Safety Signs ...............................
43
CHAPTER 8 PERMANENT INGROUND
RESIDENTIAL SWIMMING
POOLS ...........................45
801
General...................................45
802
Design....................................45
803
Construction Tolerances ......................
45
804
Diving Water Envelopes .....................
45
805
Walls.....................................45
806
Offset Ledges..............................45
807
Pool Floors................................46
808
Diving Equipment ..........................
47
809
Special Features ............................
47
810
Circulation Systems .........................
48
811
Safety Features .............................48
CHAPTER 9 PERMANENT RESIDENTIAL
SPAS AND PERMANENT
RESIDENTIAL EXERCISE SPAS.... 49
901 General...................................49
902 Safety Features ............................. 49
CHAPTER 10 PORTABLE RESIDENTIAL SPAS
AND PORTABLE RESIDENTIAL
EXERCISE SPAS ................. 51
1001 General..................................51
CHAPTER 11 REFERENCED STANDARDS...... 53
INDEX ........................................ 57
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CHAPTER 1
SCOPE AND ADMINISTRATION
User note:
About this chapter. Chapter 1 establishes the limits of applicability of this code and describes how the code is to be applied and enforced.
Chapter 1 is in two parts: Part 1—Scope and Application (Sections 101-102) and Part 2—Administration and Enforcement (Sections 103-108).
Section 101 identifies which buildings and structures come under its purview and references other 1-Codes an applicable. Standards and
codes are scoped to the extent referenced (see Section 102.8).
This code is intended to be adopted as a legally enforceable document and it cannot be effective without adequate provisions for its adminis-
tration and enforcement. The provisions of Chapter 1 establish the authority and duties of the code official appointed by the authority having
jurisdiction and also establish the rights and privileges of the design professional, contractor and property owner.
PART 1—SCOPE AND APPLICATION
SECTION 101
GENERAL
[AI 101.1 Title. These regulations shall be known as the
Swimming Pool and Spa Code of [NAME OF JURISDICTION],
hereinafter referred to as "this code."
[AI 101.2 Scope. The provisions of this code shall apply to
the construction, alteration, movement, renovation, replace-
ment, repair and maintenance of aquatic recreation facilities,
pools and spas. The pools and spas covered by this code are
either permanent or temporary, and shall be only those that
are designed and manufactured to be connected to a circula-
tion system and that are intended for swimming, bathing or
wading.
101.2.1 Flotation tanks. Flotation tank systems intended
for sensory deprivation therapy shall not be considered to
be included in the scope of this code.
[A] 101.3 Intent. The purpose of this code is to establish
minimum standards to provide a reasonable level of safety
and protection of health, property and public welfare by regu-
lating and controlling the design, construction, installation,
quality of materials, location and maintenance or use of pools
and spas.
[AI 101.4 Severability. If any section, subsection, sentence,
clause or phrase of this code is for any reason held to be
unconstitutional, such decision shall not affect the validity of
the remaining portions of this code.
SECTION 102
APPLICABILITY
[A] 102.1 General. Where there is a conflict between a gen-
eral requirement and a specific requirement, the specific
requirement shall govern. Where, in any specific case, differ-
ent sections of this code specify different materials, methods
of construction or other requirements, the most restrictive
shall govern.
[A] 102.2 Existing installations. Any pool or spa and related
mechanical, electrical and plumbing systems lawfully in exis-
tence at the time of the adoption of this code shall be permit-
ted to have their use and maintenance continued if the use,
maintenance or repair is in accordance with the original
design and no hazard to life, health or property is created.
[A] 102.3 Maintenance. Pools and spas and related mechani-
cal, electrical and plumbing systems, both existing and new,
and parts thereof, shall be maintained in proper operating
condition in accordance with the original design in a safe and
sanitary condition. Devices or safeguards that are required by
this code shall be maintained in compliance with the edition
of the code under which they were installed.
The owner or the owner's authorized agent shall be respon-
sible for maintenance of systems. To determine compliance
with this provision, the code official shall have the authority
to require any system to be reinspected.
[A] 102.4 Additions, alterations or repairs. Additions,
alterations, renovations or repairs to any pool, spa or related
system shall conform to that required for a new system with-
out requiring the existing systems to comply with the require-
ments of this code. Additions, alterations or repairs shall not
cause existing systems to become unsafe, insanitary or over-
loaded.
Minor additions, alterations, renovations and repairs to
existing systems shall be permitted in the same manner and
arrangement as in the existing system, provided that such
repairs or replacement are not hazardous and are approved.
[AI 102.5 Historic buildings. The provisions of this code
relating to the construction, alteration, repair, enlargement,
restoration, relocation or moving of pools, spas or systems
shall not be mandatory for existing pools, spas or systems
identified and classified by the state or local jurisdiction as
part of a historic structure where such pools, spas or systems
are judged by the code official to be safe and in the public
interest of health, safety and welfare regarding any proposed
construction, alteration, repair, enlargement, restoration, relo-
cation or moving of such pool or spa.
[AI 102.6 Moved pools and spas. Except as determined by
Section 102.2, systems that are a part of a pool, spa or system
moved into or within the jurisdiction shall comply with the
provisions of this code for new installations.
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SCOPE AND ADMINISTRATION
JAI 102.7 Referenced codes and standards. The codes and
standards referenced in this code shall be those that are listed
in Chapter 1 I and such codes and standards shall be consid-
ered to be part of the requirements of this code to the pre-
scribed extent of each such reference. Where differences
occur between provisions of this code and the referenced
standards, the provisions of this code shall be the minimum
requirements.
JAI 102.7.1 Application of the International Codes.
Where the International Residential Code is referenced in
this code, the provisions of the International Residential
Code shall apply to related systems in detached one- and
two-family dwellings and townhouses not more than three
stories in height. Other related systems shall comply with
the applicable International Code or referenced standard.
JAI 102.8 Requirements not covered by code. Any require-
ments necessary for the strength, stability or proper operation
of an existing or proposed system, or for the public safety,
health and general welfare, not specifically covered by this
code shall be determined by the code official.
JAI 102.9 Other laws. The provisions of this code shall not
be deemed to nullify any provisions of local, state or federal
law.
[AI 102.10 Application of references. References to chapter
or section numbers, or to provisions not specifically identi-
fied by number, shall be construed to refer to such chapter,
section or provision of this code.
PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103
DEPARTMENT OF BUILDING SAFETY
JAI 103.1 Creation of enforcement agency. The department
of building safety is hereby created and the official in charge
thereof shall be known as the code official.
JAI 103.2 Appointment. The code official shall be appointed
by the chief appointing authority of the jurisdiction.
JAI 103.3 Deputies. In accordance with the prescribed proce-
dures of the jurisdiction and with the concurrence of the
appointing authority, the code official shall have the authority
to appoint a deputy code official, the related technical offi-
cers, inspectors, plans examiners and other employees. Such
employees shall have powers as delegated by the code offi-
cial.
JAI 103.4 Liability. The code official, member of the board
of appeals or employee charged with the enforcement of this
code, while acting for the jurisdiction in good faith and with-
out malice in the discharge of the duties required by this code
or other pertinent law or ordinance, shall not thereby be ren-
dered civilly or criminally liable personally and is hereby
relieved from personal liability for any damage accruing to
persons or property as a result of any act or by reason of an
act or omission in the discharge of official duties.
JAI 103.4.1 Legal defenses. Any suit or criminal com-
plaint instituted against an officer or employee because of
an act performed by that officer or employee in the lawful
discharge of duties and under the provisions of this code
shall be defended by legal representatives of the jurisdic-
tion until the final termination of the proceedings. The
code official or any subordinate shall not be liable for cost
in any action, suit or proceeding that is instituted in pursu-
ance of the provisions of this code.
SECTION 104
DUTIES AND POWERS OF THE CODE OFFICIAL
JAI 104.1 General. The code official is hereby authorized
and directed to enforce the provisions of this code. The code
official shall have the authority to render interpretations of
this code and to adopt policies and procedures in order to
clarify the application of its provisions. Such interpretations,
policies and procedures shall be in compliance with the intent
and purpose of this code. Such policies and procedures shall
not have the effect of waiving requirements specifically pro-
vided for in this code.
JAI 104.2 Applications and permits. The code official shall
receive applications, review construction documents and
issue permits for the erection, alteration, demolition and mov-
ing of pools, spas and related mechanical, electrical and
plumbing systems. The code official shall inspect the prem-
ises for which such permits have been issued and enforce
compliance with the provisions of this code.
[A] 104.3 Notices and orders. The code official shall issue
necessary notices or orders to ensure compliance with this
code.
JAI 104.4 Inspections. The code official shall make the
required inspections, or the code official shall have the
authority to accept reports of inspection by approved agen-
cies or individuals. Reports of such inspections shall be in
writing and be certified by a responsible officer of such
approved agency or by the responsible individual. The code
official is authorized to engage such expert opinion as
deemed necessary to report on unusual technical issues that
arise, subject to the approval of the appointing authority.
JAI 104.5 Identification. The code official shall carry proper
identification when inspecting structures or premises in the
performance of duties under this code.
JAI 104.6 Right of entry. Where it is necessary to make an
inspection to enforce the provisions of this code, or where the
code official has reasonable cause to believe that there exists
in a structure or on a premises a condition that is contrary to
or in violation of this code that makes the structure or prem-
ises unsafe, dangerous or hazardous, the code official is
authorized to enter the structure or premises at reasonable
times to inspect or to perform the duties imposed by this
code, provided that if such structure or premises be occupied
that credentials be presented to the occupant and entry
requested. If such structure or premises is unoccupied, the
code official shall first make a reasonable effort to locate the
owner, the owner's authorized agent or other person having
charge or control of the structure or premises and request
entry. If entry is refused, the code official shall have recourse
to the remedies provided by law to secure entry.
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]A] 104.7 Department records. The code official shall keep
official records of applications received, permits and certifi-
cates issued, fees collected, reports of inspections, and
notices and orders issued. Such records shall be retained in
the official records for the period required for retention of
public records.
]A] 104.8 Modifications. Where there are practical difficul-
ties involved in carrying out the provisions of this code, the
code official shall have the authority to grant modifications
for individual cases, upon application of the owner or
owner's authorized agent, provided that the code official shall
first find that special individual reason makes the strict letter
of this code impractical and the modification is in compliance
with the intent and purpose of this code and that such modifi-
cation does not lessen sustainability, health, accessibility, life
safety and structural requirements. The details of action
granting modifications shall be recorded and entered in the
files of the department of building safety.
]A] 104.9 Alternative materials, design and methods of
construction and equipment. The provisions of this code
are not intended to prevent the installation of any design or
material or to prohibit any method of construction not specif-
ically prescribed by this code, provided that any such alterna-
tive has been approved. An alternative material, design or
method of construction shall be approved where the code
official finds that the proposed design is satisfactory and
complies with the intent of the provisions of this code, and
that the material, method or work offered is, for the purpose
intended, not less than the equivalent of that prescribed in this
code in quality, strength, effectiveness, durability and safety.
Where the alternative material, design or method of construc-
tion is not approved, the code of shall respond in writ-
ing, stating the reasons why the alternative was not approved.
]A] 104.10 Required testing. Where there is insufficient evi-
dence of compliance with the provisions of this code, or evi-
dence that a material or method does not conform to the
requirements of this code, or in order to substantiate claims
for alternative materials or methods, the code official shall
have the authority to require tests as evidence of compliance
to be made at no expense to the jurisdiction.
]AI 104.10.1 Test methods. Test methods shall be as
specified in this code or by other recognized test stan-
dards. In the absence of recognized and accepted test
methods, the code official shall approve the testing proce-
dures.
]A] 104.10.2 Testing agency. Tests shall be performed by
an approved agency.
]A] 104.10.3 Test reports. Reports of tests shall be
retained by the code official for the period required for
retention of public records.
]A] 104.11 Alternative engineered design. The design, doc-
umentation, inspection, testing and approval of an alternative
engineered design shall comply with Sections 104.11.1
through 104.11.6.
]AI 104.11.1 Design criteria. An alternative engineered
design shall conform to the intent of the provisions of this
code and shall provide an equivalent level of quality,
strength, effectiveness, durability and safety. Material,
SCOPE AND ADMINISTRATION
equipment or components shall be designed and installed
in accordance with the manufacturer's instructions.
]A] 104.11.2 Submittal. The registered design profes-
sional shall indicate on the permit application that the sys-
tem is an alternative engineered design. The permit and
permanent permit records shall indicate that an alternative
engineered design was part of the approved installation.
]A] 104.11.3 Technical data. The registered design pro-
fessional shall submit sufficient technical data to substan-
tiate the proposed alternative engineered design and to
prove that the performance meets the intent of this code.
]A] 104.11.4 Construction documents. The registered
design professional shall submit to the code official two
complete sets of signed and sealed construction documents
for the alternative engineered design.
]A] 104.11.5 Design approval. Where the code official
determines that the alternative engineered design con-
forms to the intent of this code, the system shall be
approved. If the alternative engineered design is not
approved, the code official shall notify the registered
design professional in writing, stating the reasons why the
alternative was not approved.
]A] 104.11.6 Inspection and testing. The alternative
engineered design shall be tested and inspected in accor-
dance with the requirements of Section 106.12.
]AI 104.12 Material and equipment reuse. Materials,
equipment and devices shall not be reused unless such ele-
ments have been reconditioned, tested, placed in good and
proper working condition and approved.
SECTION 105
PERMITS
]A] 105.1 When required. Any owner, or owner's autho-
rized agent who desires to construct, enlarge, alter, repair,
move, or demolish a pool or spa or to erect, install, enlarge,
alter, repair, remove, convert or replace any system, the
installation of which is regulated by this code, or to cause any
such work to be performed, shall first snake application to the
code official and obtain the required permit for the work.
]A] 105.2 Application for permit. Each application for a
permit, with the required fee, shall be filed with the code offi-
cial on a form furnished for that purpose and shall contain a
general description of the proposed work and its location. The
application shall be signed by the owner or the owner's
authorized agent. The permit application shall contain such
other information required by the code official.
]A] 105.3 Construction documents. Construction docu-
ments, engineering calculations, diagrams and other such
data shall be submitted in two or more sets with each applica-
tion for a permit. The code official shall require construction
documents, computations and specifications to be prepared
and designed by a registered design professional where
required by state law. Construction documents shall be drawn
to scale and shall be of sufficient clarity to indicate the loca-
tion, nature and extent of the work proposed and show in
detail that the work conforms to the provisions of this code.
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SCOPE AND ADMINISTRATION
[Al 105.4 Time limitation of application. An application for
a permit for any proposed work shall be deemed to have been
abandoned 180 days after the date of filing unless such appli-
cation has been pursued in good faith or a permit has been
issued; except that the code official is authorized to grant one
or more extensions of time for additional periods not exceed-
ing 180 days each. The extension shall be requested in writ-
ing and justifiable cause demonstrated.
JAI 105.5 Permit issuance. The application, construction
documents and other data filed by an applicant for permit
shall be reviewed by the code official. If the code official
finds that the proposed work conforms to the requirements of
this code and laws and ordinances applicable thereto, and that
the fees specified in Section 105.6 have been paid, a permit
shall be issued to the applicant.
JAI 105.5.1 Approved construction documents. When
the code official issues the permit where construction doc-
uments are required, the construction documents shall be
endorsed in writing and starnped "APPROVED." Such
approved construction documents shall not be changed,
modified or altered without authorization from the code
official. Work shall be done in accordance with the
approved construction documents.
The code official shall have the authority to issue a per-
mit for the construction of a part of a system before the
entire construction documents for the whole system have
been submitted or approved, provided that adequate infor-
mation and detailed statements have been filed complying
with pertinent requirements of this code. The holders of
such permit shall proceed at their own risk without assur-
ance that the permit for the entire system will be granted.
JAI 105.5.2 Validity. The issuance of a pert -nit or approval
of construction documents shall not be construed to be a
permit for, or an approval of, any violation of any of the
provisions of this code or any other ordinance of the juris-
diction. Any permit presuming to give authority to violate
or cancel the provisions of this code shall not be valid.
The issuance of a permit based on construction docu-
ments and other data shall not prevent the code official
from thereafter requiring the correction of errors in said
construction documents and other data or from preventing
building operations being carried on thereunder where in
violation of this code or of other ordinances of this juris-
diction.
JAI 105.5.3 Expiration. Every permit issued shall become
invalid unless the work authorized by such permit is com-
menced within 180 days after its issuance, or if the work
authorized by such permit is suspended or abandoned for a
period of 180 days after the time the work is commenced.
The code official is authorized to grant, in writing, one or
more extensions of time, for a period not more than 180
days. The extension shall be requested in writing and justi-
fiable cause demonstrated.
JAI 105.5.4 Extensions. Any permittee holding an unex-
pired permit shall have the right to apply for an extension
of the time within which the permittee will commence
work under that permit when work is unable to be com-
menced within the time required by this section for good
and satisfactory reasons. The code official shall extend the
time for action by the permittee for a period not exceeding
180 days if there is reasonable cause. The fee for an exten-
sion shall be one-half the amount required for a new per-
mit for such work.
[A] 105.5.5 Suspension or revocation of permit. The
code official shall revoke a permit or approval issued
under the provisions of this code in case of any false state-
ment or misrepresentation of fact in the application or on
the construction documents on which the permit or
approval was based.
JAI 105.5.6 Retention of construction documents. One
set of approved construction documents shall be retained
by the code official for a period of not less than 180 days
from date of completion of the permitted work, or as
required by state or local laws. One set of approved con-
struction documents shall be returned to the applicant, and
said set shall be kept on the site of the building or work at
all times during which the work authorized thereby is in
progress.
JAI 105.6 Fees. A permit shall not be valid until the fees pre-
scribed by law have been paid. An amendment to a permit
shall not be released until the additional fee, if any, has been
paid.
JAI 105.6.1 Work commencing before permit issuance.
Any person who commences any work on a system before
obtaining the necessary permits shall be subject to a fee as
indicated in the adopted fee schedule and would be in
addition to the required permit fees.
JAI 105.6.2 Fee schedule. The fees for work shall be as
indicated in the following schedule:
[JURISDICTION TO INSERT APPROPRIATE SCHEDULE]
JAI 105.6.3 Fee refunds. The code official shall authorize
the refunding of fees as follows:
1. The full amount of any fee paid hereunder that was
erroneously paid or collected.
2. Not more than [SPECIFY PERCENTAGE] percent of
the permit fee paid when no work has been done
under a permit issued in accordance with this code.
3. Not more than [SPECIFY PERCENTAGE] percent of
the plan review fee paid when an application for a
permit for which a plan review fee has been paid is
withdrawn or canceled before any plan review effort
has been expended.
The code official shall not authorize the refunding of
any fee paid except upon written application filed by the
original permittee not later than 180 days after the date of
fee payment.
SECTION 106
INSPECTIONS
JAI 106.1 General. Construction or work for which a permit
is required shall be subject to inspection by the code official
and such construction or work shall remain visible and able to I
be accessed for inspection purposes until approved. Approval
as a result of an inspection shall not be construed to be an
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approval of a violation of the provisions of this code or of
other ordinances of the jurisdiction. Inspections presuming to
give authority to violate or cancel the provisions of this code
or of other ordinances of the jurisdiction shall not be valid. It
shall be the duty of the permit applicant to cause the work to
remain accessible and exposed for inspection purposes. Nei-
ther the code official nor the jurisdiction shall be liable for
expense entailed in the removal or replacement of any mate-
rial required to allow inspection.
[AI 106.2 Preliminary inspection. Before issuing a permit,
the code official is authorized to examine or cause to be
examined buildings, structures and sites for which an applica-
tion has been filed.
[A] 106.3 Required inspections and testing. Pool and spa
installations or alterations thereto, including equipment, pip-
ing, and appliances related thereto, shall be inspected by the
code official to ensure compliance with the requirements of
this code.
JAI 106.4 Other inspections. In addition to the inspections
specified in Sections 106.2 and 106.3, the code official is
authorized to make or require other inspections of any con-
struction work to ascertain compliance with the provisions of
this code and other laws that are enforced.
[AI 106.5 Inspection request. It shall be the duty of the
holder of the permit or their duly authorized agent to notify
the code official when work is ready for inspection. It shall be
the duty of the permit holder to provide access to and means
for inspections of such work that are required by this code.
[A[ 106.6 Approval required. Work shall not be done
beyond the point indicated in each successive inspection
without first obtaining the approval of the code official. The
code official, upon notification, shall make the requested
inspection and shall either indicate the portion of the con-
struction that is satisfactory as completed, or notify the permit
holder or his or her agent wherein the same fails to comply
with this code. Any portions that do not comply shall be cor-
rected and such portion shall not be covered or concealed
until authorized by the code official.
[A] 106.7 Approved agencies. Test reports submitted to the
code official for consideration shall be developed by
approved agencies that have satisfied the requirements as to
qualifications and reliability.
JAI 106.8 Evaluation and follow-up inspection services.
Prior to the approval of a closed, prefabricated system and the
issuance of a permit, the code official shall require the sub-
mittal of an evaluation report on each prefabricated system
indicating the complete details of the system, including a
description of the system and its components, the basis on
which the system is being evaluated, test results and similar
information, and other data as necessary for the code official
to determine conformance to this code.
[A] 106.9 Evaluation service. The code official shall desig-
nate the evaluation service of an approved agency as the eval-
uation agency, and review such agency's evaluation report
for adequacy and conformance to this code.
[A[ 106.10 Follow-up inspection. Except where ready
access is provided to systems, service equipment and acces-
sories for complete inspection at the site without disassembly
SCOPE AND ADMINISTRATION
or dismantling, the code official shall conduct the frequency
of in -plant inspections necessary to ensure conformance to
the approved evaluation report or shall designate an indepen-
dent, approved inspection agency to conduct such inspec-
tions. The inspection agency shall furnish the code official
with the follow-up inspection manual and a report of inspec-
tions on request, and the system shall have an identifying
label permanently affixed to the system indicating that fac-
tory inspections have been performed.
[A) 106.11 Test and inspection records. Required test and
inspection records shall be available to the code official at all
times during the fabrication of the system and the installation
of the system, or such records as the code official designates
shall be filed.
[A[ 106.12 Special inspections. Special inspections of alter-
native engineered design systems shall be conducted in
accordance with Sections 106.12.1 and 106.12.2.
[A[ 106.12.1 Periodic inspection. The registered design
professional or designated inspector shall periodically
inspect and observe the alternative engineered design to
determine that the installation is in accordance with the
approved construction documents. Discrepancies shall be
brought to the immediate attention of the contractor for
correction. Records shall be kept of inspections.
[A[ 106.12.2 Written report. The registered design pro-
fessional shall submit a final report in writing to the code
official upon completion of the installation, certifying that
the alternative engineered design conforms to the
approved construction documents. A notice of approval
for the system shall not be issued until a written certifica-
tion has been submitted.
[AI 106.13 Testing. Systems shall be tested as required by
this code. Tests shall be made by the permit holder and the
code official shall have the authority to witness such tests.
[A[ 106.14 New, altered, extended or repaired systems.
New systems and parts of existing systems that have been
altered, extended or repaired shall be tested as prescribed by
this code.
[A] 106.15 Equipment, material and labor for tests. Equip-
ment, material and labor required for testing a system or part
thereof shall be furnished by the permit holder.
[A[ 106.16 Reinspection and testing. Where any work or
installation does not pass any initial test or inspection, the
necessary corrections shall be made to comply with this code.
The work or installation shall then be resubmitted to the code
official for inspection and testing.
[A[ 106.17 Approval. After the prescribed tests and inspec-
tions indicate that the work complies in all respects with this
code, a notice of approval shall be issued by the code official.
[A[ 106.17.1 Revocation. The code official is authorized
to, in writing, suspend or revoke a notice of approval
issued under the provisions of this code wherever the
notice is issued in error, or on the basis of the incorrect
information supplied, or where it is determined that the
building or structure, premise, system or portion thereof is
in violation of any ordinance or regulation or any of the
provisions of this code.
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SCOPE AND ADMINISTRATION
[AI 106.18 Temporary connection. The code official shall
have the authority to authorize the temporary connection of
the building or system to the utility source for the purpose of
testing systems.
[A] 106.19 Connection of service utilities. A person shall
not make connections from a utility, source of energy, fuel,
power, water system or sewer system to any building or sys-
tem that is regulated by this code for which a permit is
required until authorized by the code official.
SECTION 107
VIOLATIONS
[A] 107.1 Unlawful acts. It shall be unlawful for any person,
firm or corporation to erect, construct, alter, repair, remove,
demolish or utilize any system, or cause same to be done, in
conflict with or in violation of any of the provisions of this
code.
]A] 107.2 Notice of violation. The code official shall serve a
notice of violation or order to the person responsible for the
erection, installation, alteration, extension, repair, removal or
demolition of work in violation of the provisions of this code,
or in violation of a detail statement or the approved construc-
tion documents there under, or in violation of a permit or cer-
tificate issued under the provisions of this code. Such order
shall direct the discontinuance of the illegal action or condi-
tion and the abatement of the violation.
]A] 107.3 Prosecution of violation. If the notice of violation
is not complied with promptly, the code official shall request
the legal counsel of the jurisdiction to institute the appropri-
ate proceeding at law or in equity to restrain, correct or abate
such violation, or to require the removal or termination of the
unlawful pool or spa in violation of the provisions of this
code or of the order or direction made pursuant thereto.
[A] 107.4 Violation penalties. Any person who shall violate
a provision of this code or shall fail to comply with any of the
requirements thereof or who shall erect, install, alter or repair
a pool or spa in violation of the approved construction docu-
ments or directive of the code official, or of a permit or certif-
icate issued under the provisions of this code, shall be guilty
of a [SPECIFY OFFENSE], punishable by a fine of not more
than [AMOUNT] dollars or by imprisonment not exceeding
[NUMBER OF DAYS], or both such fine and imprisonment.
Each day that a violation continues after due notice has been
served shall be deemed a separate offense.
]A] 107.5 Stop work orders. Upon notice from the code c ffi-
cial, work on any system that is being performed contrary to
the provisions of this code or in a dangerous or unsafe man-
ner shall immediately cease. Such notice shall be in writing
and shall be given to the owner of the property, or to the
owner's authorized agent, or to the person performing the
work. The notice shall state the conditions under which work
is authorized to resume. Where an emergency exists, the code
official shall not be required to give a written notice prior to
stopping the work. Any person who shall continue an}, work
in or about the structure after having been served with a stop
work order, except such work as that person is directed to
perform to remove a violation or unsafe condition, shall be
liable to a fine of not less than [AMOUNT] dollars or more than
[AMOUNT] dollars.
]A] 107.6 Abatement of violation. The imposition of the
penalties herein prescribed shall not preclude the legal officer
of the jurisdiction from instituting appropriate action to pre-
vent violation, or to prevent illegal use of a pool or spa, or to
stop an illegal act, conduct, business or utilization of the
plumbing on or about any premises.
[A] 107.7 Unsafe systems. Any system regulated by this
code that is unsafe or that constitutes a fire or health hazard,
insanitary condition, or is otherwise dangerous to human life
is hereby declared unsafe. Any use of a syste►n regulated by
this code constituting a hazard to safety, health or public wel-
fare by reason of inadequate maintenance, dilapidation, obso-
lescence, fire hazard, disaster, damage or abandonment is
hereby declared an unsafe use. Any such unsafe system is
hereby declared to be a public nuisance and shall be abated
by repair, rehabilitation, demolition or removal.
[A] 107.7.1 Authority to condemn a system. Where the
code official determines that any system, or portion
thereof, regulated by this code has become hazardous to
life, health or property or has become insanitary, the code
official shall order in writing that such system either be
removed or restored to a safe or sanitary condition. A time
limit for compliance with such order shall be specified in
the written notice. A person shall not use or maintain a
defective system after receiving such notice.
Where such a system is to be disconnected, written
notice as prescribed in Section 107.2 shall be given. In
cases of immediate danger to life or property, such discon-
nection shall be made immediately without such notice.
[A] 107.7.2 Authority to disconnect service utilities.
The code official shall have the authority to authorize dis-
connection of utility service to the pool or spa regulated by
the technical codes in case of an emergency, where neces-
sary, to eliminate an immediate danger to life or property.
Where possible, the owner or the owner's authorized agent
and occupant of the building where the pool or spa is
located shall be notified of the decision to disconnect util-
ity service prior to taking such action. If not notified prior
to disconnecting, the owner, the owner's authorized agent
or the occupant of the building shall be notified in writing,
as soon as practical thereafter.
[A] 107.7.3 Connection after order to disconnect. A
person shall not make connections from any energy, fuel,
power supply or water distribution system, or supply
energy, fuel or water to any equipment regulated by this
code that has been disconnected or ordered to be discon-
nected by the code official or the use of which has been
ordered to be discontinued by the code official until the
code official authorizes the reconnection and use of such
equipment.
When any system is maintained in violation of this
code, and in violation of any notice issued pursuant to the
provisions of this section, the code official shall institute
any appropriate action to prevent, restrain, correct or abate
the violation.
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SECTION 108
MEANS OF APPEAL
[A] 108.1 Application for appeal. Any person shall have the
right to appeal a decision of the code official to the board of
appeals. An application for appeal shall be based on a claim
that the true intent of this code or the rules legally adopted
there under have been incorrectly interpreted, the provisions
of this code do not fully apply, or an equally good or better
form of construction is proposed. The application shall be
filed on a form obtained from the code official within 20 days
after the notice was served.
[A] 108.2 Membership of board. The board of appeals shall
consist of five members appointed by the chief appointing
authority as follows: one for 5 years, one for 4 years, one for
3 years, one for 2 years and one for 1 year. Thereafter, each
new member shall serve for 5 years or until a successor has
been appointed.
[A] 108.2.1 Qualifications. The board of appeals shall
consist of five individuals, one from each of the following
professions or disciplines:
1. Registered design professional who is a registered
architect; or a builder or superintendent of building
construction with not less than 10 years' experience,
5 years of which shall have been in responsible
charge of work.
2. Registered design professional with structural engi-
neering or architectural experience.
3. Registered design professional with mechanical and
plumbing engineering experience; or a mechanical
and plumbing contractor with not less than 10 years'
experience, 5 years of which shall have been in
responsible charge of work.
4. Registered design professional with electrical engi-
neering experience; or an electrical contractor with
not less than 10 years' experience, 5 years of which
shall have been in responsible charge of work.
5. Registered design professional with pool or spa
experience; or a contractor with not less than 10
years' experience, 5 years of which shall have been
in responsible charge of work.
[A] 108.2.2 Alternate members. The chief appointing
authority shall appoint two alternate members who shall
be called by the board chairman to hear appeals during the
absence or disqualification of a member. Alternate mem-
bers shall possess the qualifications required for board
membership, and shall be appointed for 5 years or until a
successor has been appointed.
[A] 108.2.3 Chairman. The board shall annually select
one of its members to serve as chairman.
[A] 108.2.4 Disqualification of member. A member shall
not hear an appeal in which that member has any personal,
professional or financial interest.
[A] 108.2.5 Secretary. The chief administrative officer
shall designate a qualified clerk to serve as secretary to the
board. The secretary shall file a detailed record of pro-
ceedings in the office of the chief administrative officer.
SCOPE AND ADMINISTRATION
]A] 108.2.6 Compensation of members. Compensation
of members shall be determined by law.
[AI 108.3 Notice of meeting. The board shall meet upon
notice from the chairman, within 10 days of the filing of an
appeal or at stated periodic meetings.
[A] 108.4 Open hearing. Hearings before the board shall be
open to the public. The appellant, the appellant's representa-
tive, the code official and any person whose interests are
affected shall be given an opportunity to be heard.
[A[ 108.4.1 Procedure. The board shall adopt and make
available to the public through the secretary procedures
under which a hearing will be conducted. The procedures
shall not require compliance with strict rules of evidence,
but shall mandate that only relevant information be
received.
[A] 108.5 Postponed hearing. When five members are not
present to hear an appeal, either the appellant or the appel-
lant's representative shall have the right to request a post-
ponement of the hearing.
[A] 108.6 Board decision. The board shall modify or reverse
the decision of the code official by a concurring vote of three
members.
[A[ 108.6.1 Resolution. The decision of the board shall be
by resolution. Certified copies shall be furnished to the
appellant and to the code official.
[A[ 108.6.2 Administration. The code official shall take
immediate action in accordance with the decision of the
board.
[A] 108.7 Court review. Any person, whether or not a previ-
ous party of the appeal, shall have the right to apply to the
appropriate court to correct errors of law. Application for
review shall be made in the manner and time required by law
following the filing of the decision in the office of the chief
administrative officer.
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CHAPTER 2
DEFINITIONS
User note:
About this chapter., Codes, by their very nature, are technical documents. Every word, term and punctuation mark can add to or change the
meaning of a technical requirement. It is necessary to maintain a consensus on the specific meaning of each term contained in the code.
Chapter 2 performs this function by stating clearly what specific terms mean for the purpose of the code.
SECTION 201
GENERAL
201.1 Scope. Unless otherwise expressly stated, the follow-
ing words and terms shall, for the purposes of this code, have
the meanings shown in this chapter.
201.2 Interchangeability. Words used in the present tense
include the future; words stated in the masculine gender
include the feminine and neuter; the singular number includes
the plural and the plural, the singular.
201.3 Terms defined in other codes. Where terms are not
defined in this code and are defined in the International
Building Code, International Energy Conservation Code,
International Fire Code, International Fuel Gas Code, Inter-
national Mechanical Code, International Plumbing Code or
International Residential Code, such terms shall have the
meanings ascribed to them as in those codes.
201.4 Terms not defined. Where terms are not defined
through the methods authorized by this section, such terms
shall have ordinarily accepted meanings such as the context
implies.
SECTION 202
DEFINITIONS
ACCESSIBLE. Signifies access that requires the removal of
an access panel or similar removable obstruction.
ACTIVITY POOL. A pool designed primarily for play
activity that uses constructed features and devices including
lily pad walks, flotation devices, small slide features, and
similar attractions.
AIR INDUCTION SYSTEM. A system whereby a volume
of air is introduced into hollow ducting built into a spa floor,
bench, or hydrotherapy jets.
JAI ALTERATION. Any construction or renovation to an
existing pool or spa other than repair.
JAI APPROVED. Acceptable to the code official or author-
ity having jurisdiction.
[A] APPROVED AGENCY. An established and recognized
agency regularly engaged in conducting tests or furnishing
inspection services, or furnishing product certification where
such agency has been approved by the code official.
AQUATIC RECREATION FACILITY. A facility that is
designed for free -form aquatic play and recreation. The facil-
ities may include, but are not limited to, wave or surf action
pools, leisure rivers, sand bottom pools, vortex pools, activity
pools, inner tube rides, body slides and interactive play
attractions.
BACKWASH. The process of cleansing the filter medium or
elements by the reverse flow of water through the filter.
BACKWASH CYCLE. The time required to backwash the
filter medium or elements and to remove debris in the pool or
spa filter.
BARRIER. A permanent fence, wall, building wall, or com-
bination thereof that completely surrounds the pool or spa
and obstructs the access to the pool or spa. The term "perma-
nent' shall mean not being able to be removed, lifted, or relo-
cated without the use of a tool.
BATHER. A person using a pool, spa or hot tub and adjoin-
ing deck area for the purpose of water sports, recreation, ther-
apy or related activities.
BATHER LOAD. The number of persons in the pool or spa
water at any given moment or during any stated period of
time.
BEACH ENTRY. Sloping entry starting above the waterline
at deck level and ending below the waterline. The presence of
sand is not required. Also called "zero entry."
CHEMICAL FEEDER. A floating or mechanical device for
adding a chemical to pool or spa water.
CIRCULATION EQUIPMENT. The components of a cir-
culation system.
CIRCULATION SYSTEM. The mechanical components
that are a part of a recirculation system on a pool or spa. Cir-
culation equipment may be, but is not limited to, categories of
pumps, hair and lint strainers, filters, valves, gauges, meters,
heaters, surface skimmers, inlet fittings, outlet fittings and
chemical feeding devices. The components have separate
functions, but where connected to each other by piping, per-
form as a coordinated system for purposes of maintaining
pool or spa water in a clear and sanitary condition.
[A) CODE OFFICIAL. The officer or other designated
authority charged with the administration and enforcement of
this code, or a duly authorized representative.
[A] CONSTRUCTION DOCUMENTS. Written, graphic
and pictorial documents prepared or assembled for describing
the design, location and physical characteristics of the ele-
ments of a project necessary for obtaining a building permit.
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DEFINITIONS
DECK. An area immediately adjacent to or attached to a pool
or spa that is specifically constructed or installed for sitting,
standing, or walking.
DEEP AREA. Water depth areas exceeding 5 feet (1524
mm).
DESIGN PROFESSIONAL. An individual who is regis-
tered or licensed to practice his or her respective design pro-
fession as defined by the statutory requirements of the
professional registration or licensing laws of the state orjuris-
diction in which the project is to be constructed.
DESIGN RATE OF FLOW. The rate of flow used for
design calculations in a system.
DESIGN WATERLINE. The centerline of the skimmer or
other point as defined by the designer of the pool or spa.
DIVING AREA. The area of a swimming pool that is
designed for diving.
DIVING BOARD. A flexible board secured at one end that
is used for diving such as a spring board or a jump board.
DIVING PLATFORM. A stationary platform designed for
diving.
DIVING STAND. Any supporting device for a springboard,
jump board or diving board.
EXERCISE SPA (Also known as a swim spa). Variants of
a spa in which the design and construction includes specific
features and equipment to produce a water flow intended to
allow recreational physical activity including, but not limited
to, swimming in place. Exercise spas can include peripheral
jetted seats intended for water therapy, heater, circulation and
filtration system, or can be a separate distinct portion of a
combination spa/exercise spa and can have separate controls.
These spas are of a design and size such that they have an
unobstructed volume of water large enough to allow the 99th
Percentile Man as specified in APSP 16 to swim or exercise
in place.
EXISTING POOL OR SPA. A pool or spa constructed prior
to the date of adoption of this code, or one for which a legal
building permit has been issued.
FILTER. A device that removes undissolved particles from
water by recirculating the water through a porous substance
such as filter medium or elements.
FILTRATION. The process of removing undissolved parti-
cles from water by recirculating the water through a porous
substance such as filter medium or elements.
]BSI FLOOD HAZARD AREA. The greater of the follow-
ing two areas:
1. The area within a flood plain subject to a l-percent or
greater chance of flooding in any year.
2. The area designated as a flood hazard area on a com-
munity's flood hazard map, or otherwise legally desig-
nated.
FLUME. A trough -like or tubular structure, generally recog-
nized as a water slide, that directs the path of travel and the
rate of descent by the rider.
GUTTER. Overflow trough in the perimeter wall of a pool
that is a component of the circulation system or flows to
waste.
HAIR AND LINT STRAINER. A device attached on or in
front of a pump to which the influent line (suction line) is
connected for the purpose of entrapping lint, hair, or other
debris that could damage the pump.
HANDHOLD. That portion of a pool or spa structure or a
specific element that is at or above the design waterline that
users in the pool grasp onto for support.
HANDRAIL. A support device that is intended to be gripped
by a user for the purpose of resting or steadying, typically
located within or at exits to the pool or spa or as part of a set
of steps.
HYDROTHERAPY JET. A fitting that blends air and
water, creating a high -velocity turbulent stream of air -
enriched water.
JUMP BOARD. A manufactured diving board that has a coil
spring, leaf spring, or comparable device located beneath the
board that is activated by the force exerted by jumping on the
board's end.
]A] JURISDICTION. The governmental unit that has
adopted this code.
]A] LABEL. An identification applied on a product by the
manufacturer that contains the name of the manufacturer, the
function and performance characteristics of the product or
material, and the name and identification of an approved
agency and that indicates that the representative sample of the
product or material has been tested and evaluated by an
approved agency.
]A] LABELED. Equipment, materials or products to which
has been affixed a label, seal, symbol or other identifying
mark of a nationally recognized testing laboratory, approved
agency or other organization concerned with product evalua-
tion that maintains periodic inspection of the production of
the above -labeled items and whose labeling indicates either
that the equipment, material or product meets identified stan-
dards or has been tested and found suitable for a specified
purpose.
LADDER. A structure for ingress and egress that usually
consists of two long parallel side pieces joined at intervals by
crosspieces such as treads.
Type A double access ladder. An "A -Frame" ladder that
straddles the pool wall of an above -ground pool and pro-
vides ingress and egress and is intended to be removed
when not in use.
Type B limited access ladder. An "A -Frame" ladder that
straddles the pool wall of an above-ground/onground pool.
Type B ladders are removable and have a built-in feature
that prevents entry to the pool when the pool is not in use.
Type C ladder. A "ground to deck" staircase ladder that
allows access to an above -ground pool deck and has a
built-in entry -limiting feature.
Type D in -pool ladder. Located in the pool to provide a
means of ingress and egress from the pool to the deck.
Type E or F in -pool staircase ladder. Located in the pool
to provide a means of ingress and egress from the pool to
the deck.
LIFELINE. An anchored line thrown to aid in rescue.
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JAI LISTED. Equipment, materials, products or services
included in a list published by an organization acceptable to
the code official and concerned with evaluation of products
or services that maintains periodic inspection of production
of listed equipment or materials or periodic evaluation of ser-
vices and whose listing states either that the equipment, mate-
rial, product or service meets identified standards or has been
tested and found suitable for a specified purpose.
MAINTAINED ILLUMINATION. The value, in foot-can-
dles or equivalent units, below which the average illuminance
on a specified surface is not allowed to fall. Maintained illu-
mination equals the initial average illuminance on the speci-
fied surface with new lamps, multiplied by the light loss
factor (LLF), to account for reduction in lamp intensity over
time.
NEGATIVE EDGE. See "Vanishing edge."
NONENTRY AREA. An area of the deck from which entry
into the pool or spa is prohibited.
ONGROUND STORABLE POOL. A pool that can be dis-
assembled for storage or transport. This includes portable
pools with flexible or nonrigid walls that achieve their struc-
tural integrity by means of uniform shape, a support frame or
a combination thereof, and that can be disassembled for stor-
age or relocation.
OVERFLOW GUTTER. The gutter around the top perime-
ter of the pool or spa, which is used to skim the surface.
JAI OWNER. Any person, agent, operator, entity, firm or
corporation having any legal or equitable interest in the prop-
erty; or recorded in the official records of the state, county or
municipality as holding an interest or title to the property; or
otherwise having possession or control of the property,
including the guardian of the estate of any such person, and
the executor or administrator of the estate of such person if
ordered to take possession of real property by a court.
[A] PERMIT. An official document or certificate issued by
the authority having jurisdiction that authorizes performance
of a specified activity.
POOL. See `'Public swimming pool" and "Residential swim-
ming pool."
POWER SAFETY COVER. A pool cover that is placed
over the water area, and is opened and closed with a motor-
ized mechanism activated by a control switch.
PUBLIC SWIMMING POOL (Public Pool). A pool, other
than a residential pool, that is intended to be used for swim-
ming or bathing and is operated by an owner, lessee, operator,
licensee or concessionaire, regardless of whether a fee is
charged for use. Public pools shall be further classified and
defined as follows:
Class A competition pool. A pool intended for use for
accredited competitive aquatic events such as Federation
Internationale De Natation (FINA), USA Swimming, USA
Diving, USA Synchronized Swimming, USA Water Polo,
National Collegiate Athletic Association (NCAA), or the
National Federation of State High School Associations
(NFHS).
DEFINITIONS
Class B public pool. A pool intended for public recre-
ational use that is not identified in the other classifications
of public pools.
Class C semi-public pool. A pool operated solely for and
in conjunction with lodgings such as hotels, motels, apart-
ments or condominiums.
Class D-1 wave action pool. A pool designed to simulate
breaking or cyclic waves for purposes of general play or
surfing.
Class D-2 activity pool. A pool designed for casual water
play ranging from simple splashing activity to the use of
attractions placed in the pool for recreation.
Class D-3 catch pool. A body of water located at the ter-
mination of a manufactured waterslide attraction. The
body of water is provided for the purpose of terminating
the slide action and providing a means for exit to a deck or
walkway area.
Class D-4 leisure river. A manufactured stream of water
of near -constant depth in which the water is moved by
pumps or other means of propulsion to provide a river -like
flow that transports bathers over a defined path that may
include water features and play devices.
Class D-5 vortex pool. A circular pool equipped with a
method of transporting water in the pool for the purpose of
propelling riders at speeds dictated by the velocity of the
moving stream of water.
Class D-6 interactive play attraction. A manufactured
water play device or a combination of water -based play
devices in which water flow volumes, pressures or pat-
terns can be varied by the bather without negatively influ-
encing the hydraulic conditions for other connected
devices. These attractions incorporate devices or activities
such as slides, climbing and crawling structures, visual
effects, user -actuated mechanical devices and other ele-
ments of bather -driven and bather -controlled play.
Class E. Pools used for instruction, play or therapy and
with temperatures above 86°F (30°C).
Class F. Class F pools are wading pools and are covered
within the scope of this code as set forth in Section 405.
Public pools are either a diving or nondiving type. Diving
types of public pools are classified into types as an indication
of the suitability of a pool for use with diving equipment.
Types VI4X. Public pools suitable for the installation of
diving equipment by type.
Type O. A nondiving public pool.
RECESSED TREADS. A series of vertically spaced cavities
in a pool or spa wall creating tread areas for step holes.
RECIRCULATION SYSTEM. See "Circulation system."
(AI REPAIR. The reconstruction or renewal of any part of a
pool or spa for the purpose of its maintenance or to correct
damage.
RESIDENTIAL. For purposes of this code, residential
applies to detached one- and two-family dwellings and town-
houses not more than three stories in height.
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DEFINITIONS
RESIDENTIAL SWIMMING POOL (Residential Pool).
A pool intended for use that is accessory to a residential set-
ting and available only to the household and its guests. Other
pools shall be considered to be public pools for purposes of
this code.
Types I—V. Residential pools suitable for the installation
of diving equipment by type.
Type O. A nondiving residential pool.
RETURN INLET. The aperture or fitting through which the
water under positive pressure returns into a pool.
RING BUOY. A ring -shaped floating buoy capable of sup-
porting a user, usually attached to a throwing line.
ROPE AND FLOAT LINE. A continuous line not less than
'/a inch (6 mm) in diameter that is supported by buoys and
attached to opposite sides of a pool to separate the deep and
shallow ends.
RUNOUT. A continuation of water slide flume surface
where riders are intended to decelerate and come to a stop.
SAFETY COVER. A structure, fabric or assembly, along
with attendant appurtenances and anchoring mechanisms,
that is temporarily placed or installed over an entire pool, spa
or hot tub and secured in place after all bathers are absent
from the water.
SHALL. The term, where used in the code, is construed as
mandatory.
SHALLOW AREAS. Portions of a pool or spa with water
depths less than 5 feet (1524 mm).
SKIMMER. A device installed in the pool or spa that per-
mits the removal of floating debris and surface water to the
filter.
SLIP RESISTANT. A surface that has been treated or con-
structed to significantly reduce the chance of a user slipping.
The surface shall not be an abrasion hazard.
SLOPE BREAK. Occurs at the point where the slope of the
pool floor changes to a greater slope.
SPA. A product intended for the immersion of persons in
temperature -controlled water circulated in a closed system,
and not intended to be drained and filled with each use. A spa
usually includes a filter, an electric, solar or gas heater, a
pump or pumps, and a control, and can include other equip-
ment, such as lights, blowers, and water -sanitizing equip-
ment.
Permanent residential spa. A spa, intended for use that is
accessory to a residential setting and available to the
household and its guests and where the water heating and
water -circulating equipment is not an integral part of the
product. The spa is intended as a permanent plumbing fix-
ture and not intended to be moved.
Portable residential spa. A spa intended for use that is
accessory to a residential setting and available to the
household and its guests and where it is either self- con-
tained or nonself-contained.
Public spa. A spa other than a permanent residential spa
or portable residential spa that is intended to be used for
bathing and is operated by an owner, licensee or conces-
sionaire, regardless of whether a fee is charged for use.
Self-contained spa. A factory -built spa in which all con-
trol, water heating and water -circulating equipment is an
integral part of the product. Self-contained spas may be
permanently wired or cord connected.
Nonself-contained spa. A factory -built spa in which the
water heating and circulating equipment is not an integral
part of the product. Nonself-contained spas may employ
separate components such as an individual filter, pump,
heater and controls, or they can employ assembled combi-
nations of various components.
SPRAY POOL. A pool or basin occupied by construction
features that spray water in various arrays for the purpose of
wetting the persons playing in the spray streams.
SUBMERGED VACUUM FITTING. A fitting intended to
provide a point of connection for suction side automatic
swimming pool, spa, and hot tub cleaners.
SUCTION OUTLET. A submerged fitting, fitting assembly,
cover/grate and related components that provide a localized
low-pressure area for the transfer of water from a swimming
pool, spa or hot tub. Submerged suction outlets have been
referred to as main drains.
SURFACE SKIMMING SYSTEM. A device or system
installed in the pool or spa that permits the removal of float-
ing debris and surface water to the filter.
SURGE CAPACITY. The storage volume in a surge tank,
gutter, and plumbing lines.
SURGE TANK. A storage vessel within the pool recirculat-
ing system used to contain the water displaced by bathers.
SWIMOUT. An underwater seat area that is placed com-
pletely outside of the perimeter shape of the pool. Where
located at the deep end, swimouts are permitted to be used as
the deep -end means of entry or exit to the pool.
TUBE RIDE. A gravity flow attraction found at a waterpark
designed to convey riders on an inner -tube -like device
through a series of chutes, channels, flumes or pools.
TURNOVER RATE. The period of time, usually in hours,
required to circulate a volume of water equal to the pool or
spa capacity.
UNDERWATER LEDGE. A narrow shelf projecting from
the side of a vertical structure whose dimensions are defined
in the appropriate standard.
UNDERWATER SEAT. An underwater ledge that is placed
completely inside the perimeter shape of the pool, generally
located in the shallow end of the pool.
VANISHING EDGE. Water -feature detail in which water
flows over the edge of not fewer than one of the pool walls
and is collected in a catch basin. Also called "Negative edge."
WATERLINE. See "Design waterline."
WAVE POOL CAISSON. A large chamber used in wave
generation. This chamber houses pulsing water and air surges
in the wave generation process and is not meant for human
occupancy.
ZERO ENTRY. See "Beach entry."
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CHAPTER 3
GENERAL COMPLIANCE
User note:
About this chapter: Chapter 3 covers general regulations for pool and spa installations. As many of these requirements would need to be
repeated in Chapters 3 through 10, placing such requirements in only one location eliminates code development coordination issues with the
same requirement in multiple locations. These general requirements can be superseded by more specific requirements for certain applica-
tions in Chapters 3 through 10.
SECTION 301
GENERAL
301.1 Scope. The provisions of this chapter shall govern the
general design and construction of public and residential
pools and spas and related piping, equipment, and materials.
Provisions that are unique to a specific type of pool or spa are
located in Chapters 4 through 10.
301.1.1 Application of Chapters 4 through 10. Where
differences occur between the provisions of this chapter
and the provisions of Chapters 4 through 10, the provi-
sions of Chapters 4 through 10 shall apply.
SECTION 302
ELECTRICAL, PLUMBING, MECHANICAL AND
FUEL GAS REQUIREMENTS
302.1 Electrical. Electrical requirements for aquatic facilities
shall be in accordance with NFPA 70 or the International
Residential Code, as applicable in accordance with Section
102.7.1.
Exception: Internal wiring for portable residential spas
and portable residential exercise spas.
302.2 Water service and drainage. Piping and fittings used
for water service, makeup and drainage piping for pools and
spas shall comply with the International Plumbing Code. Fit-
tings shall be approved for installation with the piping
installed.
302.3 Pipe, fittings and components. Pipe, fittings and com-
ponents shall be listed and labeled in accordance with NSF
50 or NSF 14. Plastic jets, fittings, and outlets used in public
spas shall be listed and labeled in accordance with NSF 50.
Exceptions:
1. Portable residential spas and portable residential
exercise spas listed and labeled in accordance with
UL 1563 or CSA C22.2 No. 218.1.
2. Onground storable pools supplied by the pool man-
ufacturer as a kit that includes all pipe, fittings and
components.
302.4 Concealed piping inspection. Piping, including pro-
cess piping, that is installed in trenches, shall be inspected
prior to backfiIIing.
302.5 Backflow protection. Water supplies for pools and spas
shall be protected against backflow in accordance with the
International Plumbing Code or the International Residential
Code, as applicable in accordance with Section 102.7.1.
302.6 Wastewater discharge. Where wastewater from pools
or spas, such as backwash water from filters and water from
deck drains discharge to a building drainage system, the con-
nection shall be through an air gap in accordance with the
International Plumbing Code or the International Residential
Code as applicable in accordance with Section 102.7.1.
302.7 Tests. Tests on water piping systems constructed of
plastic piping shall not use compressed air for the test.
302.8 Maintenance. Pools and spas shall be maintained in a
clean and sanitary condition, and in good repair.
302.8.1 Manuals. An operating and maintenance manual in
accordance with industry -accepted standards shall be pro-
vided for each piece of equipment requiring maintenance.
SECTION 303
ENERGY
303.1 Energy consumption of pools and permanent spas. The
energy consumption of pools and permanent spas shall be con-
trolled by the requirements in Sections 303.1.1 through 303.1.3.
303.1.1 Heaters. The electric power to heaters shall be
controlled by a readily accessible on -off switch that is an
integral part of the heater, mounted on the exterior of the
heater or external to and within 3 feet (914 mm) of the
heater. Operation of such switch shall not change the set-
ting of the heater thermostat. Such switches shall be in
addition to a circuit breaker for the power to the heater.
Gas -fired heaters shall not be equipped with continuously
burning ignition pilots.
303.1.2 Time switches. Time switches or other control
methods that can automatically turn off and on heaters and
pump motors according to a preset schedule shall be
installed for heaters and pump motors. Heaters and pump
motors that have built-in time switches shall be in compli-
ance with this section.
Exceptions:
1. Where public health standards require 24-hour
pump operation.
2. Pumps that operate solar- or waste -heat recovery
pool heating systems.
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GENERAL COMPLIANCE
303.1.3 Covers. Outdoor heated pools and outdoor perma-
nent spas shall be provided with a vapor -retardant cover or
other approved vapor -retardant means in accordance with
Section 104.11.
Exception: Where more than 70 percent of the energy
for heating, computed over an operating season, is from
a heat pump or solar energy source, covers or other
vapor -retardant means shall not be required.
303.2 Portable spas. The energy consumption of electric -
powered portable spas shall be controlled by the requirements
of APSP 14.
303.3 Residential pools and permanent residential spas.
The energy consumption of residential swimming pools and
permanent residential spas shall be controlled in accordance
with the requirements of APSP 15.
SECTION 304
FLOOD HAZARD AREAS
304.1 General. The provisions of Section 304 shall control
the design and construction of pools and spas installed in
flood hazard areas.
]BS] 304.2 Determination of impacts based on location.
Pools and spas located in flood hazard areas indicated within
the International Building Code or the International Residen-
tial Code shall comply with Section 304.2.1 or 304.2.2.
Exception: Pools and spas located in riverine flood hazard
areas that are outside of designated floodways and pools
and spas located in flood hazard areas where the source of
flooding is tides, storm surges or coastal storms.
IBSJ 304.2.1 Pools and spas located in designated flood -
ways. Where pools and spas are located in designated
floodways, documentation shall be submitted to the code
official that demonstrates that the construction of the pools
and spas will not increase the design flood elevation at any
point within the jurisdiction.
]BS] 304.2.2 Pools and spas located where floodways
have not been designated. Where pools and spas are
located where design flood elevations are specified but
floodways have not been designated, the applicant shall
provide a floodway analysis that demonstrates that the
proposed pool or spa and any associated grading and fill-
ing, will not increase the design flood elevation more than
1 foot (305 mm) at any point within the jurisdiction.
JBS] 304.3 Pools and spas in coastal high -hazard areas.
Pools and spas installed in coastal high -hazard areas shall be
designed and constructed in accordance with ASCE 24.
IBS] 304.4 Protection of equipment. Equipment shall be
elevated to or above the design flood elevation or be
anchored to prevent flotation and protected to prevent water
from entering or accumulating within the components during
conditions of flooding.
304.5 GFCI protection. Electrical equipment installed
below the design flood elevation shall be supplied by branch
circuits that have ground -fault circuit interrupter protection
for personnel.
SECTION 305
BARRIER REQUIREMENTS
305.1 General. The provisions of this section shall apply to
the design of barriers for restricting entry into areas having
pools and spas. Where spas or hot tubs are equipped with a
lockable safety cover complying with ASTM F 1346 and
swimming pools are equipped with a powered safety cover
that complies with ASTM F1346, the areas where those spas,
hot tubs or pools are located shall not be required to comply
with Sections 305.2 through 305.7.
305.2 Outdoor swimming pools and spas. Outdoor pools
and spas and indoor swimming pools shall be surrounded by
a barrier that complies with Sections 305.2.1 through 305.7.
305.2.1 Barrier height and clearances. Barrier heights
and clearances shall be in accordance with all of the fol-
lowing:
1. The top of the barrier shall be not less than 48 inches
(1219 mm) above grade where measured on the side
of the barrier that faces away from the pool or spa.
Such height shall exist around the entire perimeter
of the barrier and for a distance of 3 feet (914 mm)
measured horizontally from the outside of the
required barrier.
2. The vertical clearance between grade and the bottom
of the barrier shall not exceed 2 inches (51 mm) for
grade surfaces that are not solid, such as grass or
gravel, where measured on the side of the barrier
that faces away from the pool or spa.
3. The vertical clearance between a surface below the
barrier to a solid surface, such as concrete, and the
bottom of the required barrier shall not exceed 4
inches (102 n1m) where measured on the side of the
required barrier that faces away from the pool or
spa.
4. Where the top of the pool or spa structure is above
grade, the barrier shall be installed on grade or shall
be mounted on top of the pool or spa structure.
Where the barrier is mounted on the top of the pool
or spa, the vertical clearance between the top of the
pool or spa and the bottom of the barrier shall not
exceed 4 inches (102 mm).
305.2.2 Openings. Openings in the barrier shall not allow
passage of a 4-inch-diameter (102 mm) sphere.
305.2.3 Solid barrier surfaces. Solid barriers that do not
have openings shall not contain indentations or protrusions
that forth handholds and footholds, except for normal con-
struction tolerances and tooled masonry joints.
305.2.4 Mesh fence as a barrier. Mesh fences, other than
chain link fences in accordance with Section 305.2.7, shall
be installed in accordance with the manufacturer's instruc-
tions and shall comply with the following:
1. The bottom of the mesh fence shall be not more than
1 inch (25 mm) above the deck or installed surface
or grade.
2. The maximum vertical clearance from the bottom of
the mesh fence and the solid surface shall not permit
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the fence to be lifted more than 4 inches (102 mm)
from grade or decking.
3. The fence shall be designed and constructed so that
it does not allow passage of a 4-inch (102 mm)
sphere under any mesh panel. The maximum verti-
cal clearance from the bottom of the mesh fence and
the solid surface shall be not greater than 4 inches
(102 mm) from grade or decking.
4. An attachment device shall attach each barrier sec-
tion at a height not lower than 45 inches (1 143 mm)
above grade. Common attachment devices include,
but are not limited to, devices that provide the secu-
rity equal to or greater than that of a hook -and -eye -
type latch incorporating a spring -actuated retaining
lever such as a safety gate hook.
5. Where a hinged gate is used with a mesh fence, the
gate shall comply with Section 305.3.
6. Patio deck sleeves such as vertical post receptacles
that are placed inside the patio surface shall be of a
nonconductive material.
7. Mesh fences shall not be installed on top of
onground residential pools.
305.2.5 Closely spaced horizontal members. Where the
barrier is composed of horizontal and vertical members
and the distance between the tops of the horizontal mem-
bers is less than 45 inches (1143 mm), the horizontal
members shall be located on the pool or spa side of the
fence. Spacing between vertical members shall not exceed
13/a inches (44 mm) in width. Where there are decorative
cutouts within vertical members, spacing within the cut-
outs shall not exceed V/; inches (44 mm) in width.
305.2.6 Widely spaced horizontal members. Where the
barrier is composed of horizontal and vertical members
and the distance between the tops of the horizontal mem-
bers is 45 inches (1143 inm) or more, spacing between
vertical members shall not exceed 4 inches (102 mm).
Where there are decorative cutouts within vertical mem-
bers, the interior width of the cutouts shall not exceed 13/4
inches (44 mm).
305.2.7 Chain link dimensions. The maximum opening
formed by a chain link fence shall be not more than 13/4
inches (44 mm). Where the fence is provided with slats fas-
tened at the top and bottom that reduce the openings, such
openings shall be not greater than 1'/a inches (44 mm).
305.2.8 Diagonal members. Where the barrier is com-
posed of diagonal members, the maximum opening
formed by the diagonal members shall be not greater than
I,/, inches (44 mm). The angle of diagonal members shall
be not greater than 45 degrees (0.79 rad) from vertical.
305.2.9 Clear zone. There shall be a clear zone of not less
than 36 inches (914 mm) between the exterior of the barrier
and any permanent structures or equipment such as pumps,
filters and heaters that can be used to climb the barrier.
305.2.10 Poolside barrier setbacks. The pool or spa side
of the required barrier shall be not less than 20 inches (508
mm) from the water's edge.
GENERAL COMPLIANCE
305.3 Gates. Access gates shall comply with the require-
ments of Sections 305.3.1 through 305.3.3 and shall be
equipped to accommodate a locking device. Pedestrian access
gates shall open outward away from the pool or spa, shall be
self -closing and shall have a self -latching device.
305.3.1 Utility or service gates. Gates not intended for
pedestrian use, such as utility or service gates, shall remain
locked when not in use.
305.3.2 Double or multiple gates. Double gates or multi-
ple gates shall have not fewer than one leaf secured in
place and the adjacent leaf shall be secured with a self -
latching device. The gate and barrier shall not have open-
ings larger than'/, inch (12.7 mm) within 18 inches (457
mm) of the latch release mechanism. The self -latching
device shall comply with the requirements of Section
305.3.3.
305.3.3 Latches. Where the release mechanism of the
self -latching device is located less than 54 inches (1372
mm) from grade, the release mechanism shall be located
on the pool or spa side of the gate not less than 3 inches
(76 mm) below the top of the gate, and the gate and barrier
shall not have openings greater than V, inch (12.7 mm)
within 18 inches (457 mm) of the release mechanism.
305.4 Structure wall as a barrier. Where a wall of a dwell-
ing or structure serves as part of the barrier and where doors
or windows provide direct access to the pool or spa through
that wall, one of the following shall be required:
1. Operable windows having a sill height of less than 48
inches (1219 mm) above the indoor finished floor and
doors shall have an alarm that produces an audible
warning when the window, door or their screens are
opened. The alarm shall be listed and labeled as a water
hazard entrance alarm in accordance with UL 2017. In
dwellings or structures not required to be Accessible
units, Type A units or Type B units, the operable parts
of the alarm deactivation switches shall be located 54
inches (1372 mm) or more above the finished floor. In
dwellings or structures required to be Accessible units,
Type A units or Type B units, the operable parts of the
alarm deactivation switches shall be located not greater
than 54 inches (1372 mm) and not less than 48 inches
(1219 mm) above the finished floor.
2. A safety cover that is listed and labeled in accordance
with ASTM F1346 is installed for the pools and spas.
3. An approved means of protection, such as self -closing
doors with self -latching devices, is provided. Such
means of protection shall provide a degree of protection
that is not less than the protection afforded by Item 1 or
2.
305.5 Onground residential pool structure as a barrier.
An onground residential pool wall structure or a barrier
mounted on top of an onground residential pool wall struc-
ture shall serve as a barrier where all of the following condi-
tions are present:
1. Where only the pool wall serves as the barrier, the bot-
tom of the wall is on grade, the top of the wall is not
less than 48 inches (1219 mm) above grade for the
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GENERAL COMPLIANCE
entire perimeter of the pool, the wall complies with the
requirements of Section 305.2 and the pool ntanufac-
turer allows the wall to serve as a barrier.
2. Where a barrier is mounted on top of the pool wall, the
top of the barrier is not less than 48 inches (1219 mm)
above grade for the entire perimeter of the pool, and the
wall and the barrier on top of the wall comply with the
requirements of Section 305.2.
3. Ladders or steps used as means of access to the pool are
capable of being secured, locked or removed to prevent
access except where the ladder or steps are surrounded
by a barrier that meets the requirements of Section 305.
4. Openings created by the securing, locking or removal
of ladders and steps do not allow the passage of a 4-
inch (102 mm) diameter sphere.
5. Barriers that are mounted on top of onground residen-
tial pool walls are installed in accordance with the pool
manufacturer's instructions.
305.6 Natural barriers. In the case where the pool or spa
area abuts the edge of a lake or other natural body of water,
public access is not permitted or allowed along the shoreline,
and required barriers extend to and beyond the water's edge
not less than 18 inches (457 mm), a barrier is not required
between the natural body of water shoreline and the pool or
spa.
305.7 Natural topography. Natural topography that prevents
direct access to the pool or spa area shall include but not be
limited to mountains and natural rock formations. A natural
barrier approved by the governing body shall be acceptable
provided that the degree of protection is not less than the pro-
tection afforded by the requirements of Sections 305.2
through 305.5.
SECTION 306
DECKS
1306.1 General. The structural design and installation of
decks around pools and spas shall be in accordance with the
International Residential Code or the International Building
Code, as applicable in accordance with Section 102.7 and this
section.
306.2 Slip resistant. Decks, ramps, coping, and similar step
surfaces shall be slip resistant and cleanable. Special features
in or on decks such as markers, brand insignias, and similar
materials shall be slip resistant.
306.3 Step risers and treads. Step risers for decks of public
pools and spas shall be uniform and have a height not less
than 3'/, inches (95 mm) and not greater than 7t/, inches (191
mm). The tread distance from front to back shall be not less
than I I inches (279 mm). Step risers for decks of residential
pools and spas shall be uniform and shall have a height not
exceeding 7V, inches (191 mm). The tread distance from
front to back shall be not less than 10 inches (254 mm).
306.4 Deck steps handrail required. Public pool and spa
deck steps having three or more risers shall be provided with
a handrail.
306.5 Slope. The minimum slope of decks shall be in accor-
dance with Table 306.5 except where an alternative drainage
method is provided that prevents the accumulation or pooling
of water. The slope for decks, other than wood decks, shall be
not greater than'/, inch per foot (I mm per 24 mm) except for
ramps. The slope for wood and wood/plastic composite decks
shall be not greater than t/, inch per I foot (I mm per 48 mm).
Decks shall be sloped so that standing water will not be
deeper than V8 inch (3.2 mm), 20 minutes after the cessation
of the addition of water to the deck.
306.6 Gaps. Gaps shall be provided between deck boards in
wood and wood/plastic composite decks. Gaps shall be con-
sistent with approved engineering methods with respect to
the type of wood used and shall not cause a tripping hazard.
306.6.1 Maximum gap. The open gap between pool decks
and adjoining decks or walkways, including joint material,
shall be not greater than'/, inch (19.1 mm). The difference
in vertical elevation between the pool deck and the adjoin-
ing sidewalk shall be not greater than l/, inch (6.4 mm).
306.7 Concrete joints. Isolation joints that occur where the
pool coping meets the concrete deck shall be water tight.
306.7.1 Joints at coping. Joints that occur where the pool
coping meets the concrete deck shall be installed to protect
the coping and its mortar bed from damage as a result of
the anticipated movement of adjoining deck.
306.7.2 Crack control. Joints in a deck shall be provided
to minimize visible cracks outside of the control joints
caused by imposed stresses or movement of the slab.
TABLE 306.5
MINIMUM DRAINAGE SLOPES FOR DECK SURFACES
SURFACE
MINIMUM DRAINAGE SLOPE
(INCH PER FOOT)
Carpet
'/2
Exposed aggregate
1/4
Textured, hand -finished concrete
1/8
Travertine/brick-set pavers, public pools or spas
3/8
Travertine/brick-set pavers, residential pools or spas
1/8
Wood
'/8
Wood/plastic composite
1/8
For SI: l inch = 25.4 turn, 1 foot = 304.8 mm.
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306.7.3 Movement control. Areas where decks join exist-
ing concrete work shall be provided with a joint to protect
the pool from damage caused by relative movement.
306.8 Deck edges. The edges of decks shall be radiused,
tapered, or otherwise designed to eliminate sharp corners.
306.9 Valves under decks. Valves installed in or under
decks shall be accessible for operation, service, and mainte-
nance. Where access through the deck walking surface is
required, an access cover shall be provided for the opening in
the deck. Such access covers shall be slip resistant and
secured.
306.9.1 Hose bibbs. Hose bibbs shall be provided for rins-
ing down the entire deck and shall be installed in accor-
dance with the International Plumbing Code or
International Residential Code, as applicable in accor-
dance with Section 102.7.1, and shall be located not
greater than 150 feet (45 720 min) apart. Water -powered
devices, such as water -powered lifts, shall have a dedi-
cated hose bibb water source.
Exception: Residential pools and spas shall not be
required to have hose bibbs located at 150-foot (45 720
n1m) intervals, or have a dedicated hose bibb for water -
powered devices.
SECTION 307
GENERAL DESIGN
I307.1 General design requirements. Sections 307.1.1
through 307.1.4 shall apply to all pools and spas.
307.1.1 Glazing in hazardous locations. Hazardous loca-
tions for glazing shall be as defined in the International
Building Code or the International Residential Code, as
applicable in accordance with Section 102.7.1 of this code.
Where glazing is determined to be in a hazardous location,
the requirements for the glazing shall be in accordance
with those codes, as applicable.
307.1.2 Colors and finishes. For other than residential
pools and residential spas, the colors, patterns, or finishes
of the pool and spa interiors shall not obscure objects or
surfaces within the pool or spa.
307.1.3 Roofs or canopies. Roofs or canopies over pools
and spas shall be in accordance with the International
Building Code or International Residential Code, as appli-
cable in accordance with Section 102.7.1 and shall be con-
structed so as to prevent water runoff into the pool or spa.
307.1.4 Accessibility. An accessible route to public pools
and spas shall be provided in accordance with the Interna-
tional Building Code. Accessibility within public pools
and spas shall be provided as required by the accessible
recreational facilities provisions of the International
Building Code.
307.2 Specific design and material requirements. Sections
307.2.1 through 307.2.4 shall apply to all pools and spas
except for listed and labeled portable residential spas, and
listed and labeled portable residential exercise spas.
307.2.1 Materials. Pools and spas and appurtenances
thereto shall be constructed of materials that are nontoxic
to humans and the environment; that are generally or com-
GENERAL COMPLIANCE
monly regarded to be impervious and enduring; that will
withstand the design stresses; and that will provide a
watertight structure with a smooth and easily cleanable
surface without cracks or joints, excluding structural
joints, or that will provide a watertight structure to which a
smooth, easily cleaned surface/finish is applied or
attached. Material surfaces that come in contact with the
user shall be finished, so that they do not constitute a cut-
ting, pinching, puncturing or abrasion hazard under casual
contact and intended use.
307.2.1.1 Beach pools. Clean sand or similar material,
where used in a beach pool environment, shall be used
over an impervious surface. The sand area shall be
designed and controlled so that the circulation system,
maintenance, safety, sanitation, and operation of the
pool are not adversely affected.
307.2.1.2 Compatibility. Assemblies of different
materials shall be chemically and mechanically com-
patible for their intended use and environment.
307.2.2 Materials and structural design. Pools and spas
shall conform to one or more of the standards indicated in
Table 307.2.2. The structural design of pools and spas
shall be in accordance with the International Building
Code or the International Residential Code, as applicable
in accordance with Section 102.7.1 of this code.
TABLE 307.2.2
RESERVOIRS AND SHELLS
MATERIAL
STANDARD
Fiberglass reinforced plastic
IAPMO Z 124.7
Plastic
IAPMO Z124.7
Stainless steel
(Types 316, 316L, 304, 304L)
ASTM A240
Tile
ANSI AI08/AI18/A136.1
Vinyl
ASTM D1593
307.2.2.1 Installation. Equipment for pools and spas
shall be supported to prevent damage from misalign-
ment and settling and located so as to allow access for
inspection, servicing, removal and repair of component
parts.
307.2.3 Freeze protection. In climates subject to freezing
temperatures, outdoor pool and spa shells and appurte-
nances, piping, filter systems, pumps and motors, and
other components shall be designed and constructed to
provide protection from damage from freezing.
307.2.4 Surface condition. The surfaces within public
pools and spas intended to provide footing for users shall
be slip resistant and shall not cause injury during normal
use.
SECTION 308
DIMENSIONAL DESIGN
308.1 Floor slope. The slope of the floor from the point of
the first slope change to the deep area shall not exceed one
unit vertical in three units horizontal (33-percent slope).
Exception: Portable residential spas and portable residen-
tial exercise spas.
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GENERAL COMPLIANCE
308.2 Walls. Walls shall intersect with the floor at an angle
or a transition profile. Where a transitional profile is provided
at water depths of 3 feet (914 min) or less, a transitional
radius shall not exceed 6 inches (152 mm) and shall be tan-
gent to the wall and is permitted to be tangent to or intersect
the floor.
Exceptions:
1. Portable residential spas and portable residential
exercise spas.
2. Onground storable pools.
308.3 Shape. This code is not intended to regulate the shape
of a pool or spa other than to take into account the effect that
a given shape will have on the safety of the occupants and to
maintain the minimum required level of circulation to ensure
sanitation.
308.4 Waterline. The design waterline shall have a maxi-
mum construction tolerance at the time of completion of the
work of plus or minus V,ti inch (6.4 tnm) for pools and spas
with adjustable weir surface skimming systems, and plus or
minus t/, inch (3.2 min) for pools and spas with nonadjustable
surface skimming systems.
SECTION 309
EQUIPMENT
309.1 Electrically operated equipment. Electrically oper-
ated equipment shall be listed and labeled in accordance with
applicable product standards.
Exception: Portable residential spas and portable residen-
tial exercise spas listed and labeled in accordance with UL
1563 or CSA C22.2 No. 218.1.
309.2 Treatment and circulation system equipment. Treat-
ment and circulation system equipment for public pools and
spas shall be listed and labeled in accordance with NSF 50
and other applicable standards.
SECTION 310
SUCTION ENTRAPMENT AVOIDANCE
310.1 General. Suction entrapment avoidance for pools and
spas shall be provided in accordance with APSP 7.
Exceptions:
1. Portable spas and portable exercise spas listed and
labeled in accordance with UL 1563 or CSA C22.2
No. 218.1.
2. Suction entrapment avoidance for wading pools
shall be provided in accordance with Section 405.
SECTION 311
CIRCULATION SYSTEMS
311.1 General. The provisions of this section shall apply to
circulation systems for pools and spas.
Exceptions:
1. Portable residential spas and portable residential
exercise spas.
2. Onground .storable pools supplied by the pool man-
ufacturer as a kit that includes circulation system
equipment that is in accordance with Section 704.
311.2 System design. A circulation system consisting of
pumps, piping, return inlets and outlets, filters, and other nec-
essary equipment shall be provided for the complete circula-
tion of water. Wading pools and spas shall have separate
dedicated filtering systems.
Exception: Separate filtering systems are not required for
residential pools and spas.
311.2.1 Turnover rate. The equipment shall be sized to
turn over the volume of water that the pool or spa is capa-
ble of containing as specified in this code for the specific
installation.
311.2.2 Servicing. Circulation system components that
require replacement or servicing shall be provided with
access for inspection, repair, or replacement and shall be
installed in accordance with the manufacturer's specifica-
tions.
311.2.3 Equipment anchorage. Pool and spa equipment
and related piping shall be designed and installed in accor-
dance with the manufacturer's instructions.
311.3 Water velocity. The water velocity in return lines shall
not exceed 8 feet (2.4 m) per second. The water velocity in
suction piping shall be as required by Section 310.
311.4 Piping and fittings. Plastic pipe and fittings used in
circulation systems shall be nontoxic and shall be able to
withstand the design operating pressures and conditions of
the pool or spa. Plastic pipe shall be listed and labeled as
complying with NSF 14. Circulation system piping shall be
listed and labeled as complying with one of the standards in
Table 311.4.
TABLE 311.4
CIRCULATION SYSTEM PIPE MATERIAL STANDARD
MATERIAL
STANDARD
Acrylonitrile butadiene styrene (ABS) plastic pipe
ASTM D1527
Chlorinated polyvinyl chloride (CPVC) plastic pipe and tubing
ASTM D2846; CSA 13137.6
Copper or copper -alloy tubing
ASTM 1388; ASTM B447
Polyvinyl chloride (PVC) hose
ASTM D1785; ASTM D2241; ASTM D2672; CSA B137.3
Polyvinyl chloride (PVC) plastic pipe
ASTM D1785; CSA 13137.3
Stainless steel pipe, Types 304, 304L, 316, 316L
ASTM A312
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311.4.1 Fittings. Fittings used in circulation systems shall
be listed and labeled as complying with one of the stan-
dards in Table 311.4.1.
Exceptions:
1. Suction outlet fitting assemblies and manufac-
turer -provided components certified in accor-
dance with APSP 16.
2. Skimmers and manufacturer -provided compo-
nents.
3. Gutter overflow grates and fittings installed
above or outside of the overflow point of the pool
or spa.
311.4.2 Joints. Joints shall be made in accordance with
manufacturer's instructions.
311.4.3 Piping subject to freezing. Piping subject to
damage by freezing shall have a uniform slope in one
direction and shall be equipped with valves for drainage or
shall be capable of being evacuated to remove the water.
311.4.4 Suction outlet fitting assemblies. Suction outlet
fitting assemblies shall be listed and labeled in compliance
with APSP 16.
311.5 System draining. Equipment shall be designed and
fabricated to drain the water from the equipment, together
with exposed face piping, by removal of drain plugs, manipu-
lating valves, or by other methods. Drainage shall be in
accordance with manufacturer's specifications.
311.6 Pressure or vacuum gauge. Gauges shall be provided
on the circulation system for public pools. Gauges shall be
provided with ready access.
1. A pressure gauge shall be located downstream of the
pump and between the pump and filter.
2. A vacuum gauge shall be located between the pump
and filter and upstream of the pump.
311.7 Flow measurement. Public swimming pools and wad-
ing pools shall be equipped with a flow -measuring device
that indicates the rate of flow through the filter system. The
flow rate measuring device shall indicate gallons per minute
(lpm) and shall be selected and installed to be accurate within
plus or minus 10 percent of actual flow.
311.8 Instructions. Written operation and maintenance
instructions shall be provided for the circulation system of
public pools.
311.9 Hydrostatic pressure test. Circulation system piping,
other than that integrally included in the manufacture of the
GENERAL COMPLIANCE
pool or spa, shall be subjected to a hydrostatic pressure test of
25 pounds per square inch (psi) (172.4 kPa). This pressure
shall be held for not less than 15 minutes.
SECTION 312
FILTERS
312.1 General. The provisions of this section apply to filters
for pools and spas.
Exceptions:
I. Portable residential spas and portable residential
exercise spas.
2. Onground storable pools supplied by the pool man-
ufacturer as a kit that includes a filter that is in
accordance with Section 704.
312.2 Design. Filters shall have a flow rating equal to or
greater than the design flow rate of the system. Filters shall be
installed in accordance with the manufacturer's instructions.
Filters shall be designed so that filtration surfaces can be
inspected and serviced.
312.3 Internal pressure. For pressure -type filters, a means
shal I be provided to allow the release of internal pressure.
312.3.1 Air release. Filters incorporating an automatic
means of internal air release as the principal means of air
release shall have one or more lids that provide a slow and
safe release of pressure as a part of the design and shall
have a manual air release in addition to an automatic
release.
312.3.2 Separation tanks. A separation tank used in con-
junction with a filter tank shall have a manual method of
air release or a lid that provides for a slow and safe release
of pressure as it is opened.
SECTION 313
PUMPS AND MOTORS
313.1 General. The provisions of this section apply to pumps
and motors for pools and spas.
Exceptions:
1. Portable residential spas and portable residential
exercise spas.
2. Onground storable pools supplied by the pool man-
ufacturer as a kit that includes a pump and motor
that is in accordance with Section 704.
TABLE 311.4.1
CIRCULATION SYSTEM FITTINGS
MATERIAL
STANDARD
Acrylonitrile butadiene styrene (ABS) plastic pipe
ASTM D1527
Chlorinated polyvinyl chloride (CPVC) plastic pipe and tubing
ASTM D2846; ASTM F437;
ASTM F438; ASTM F439; CSA B137.6
Copper or copper -alloy tubing
ASME B16.15
Polyvinyl chloride (PVC) plastic pipe
ASTM D2464; ASTM D2466;
ASTM D2467; CSA B137.2; CSA B137.3
Stainless steel pipe, Types 304, 304L, 316, 316L
ASTM A182-, ASTM A403
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GENERAL COMPLIANCE
313.2 Performance. A pump shall be provided for circula-
tion of the pool water. The pump shall be capable of provid-
ing the flow required for filtering the pool water and filter -
cleaning, if applicable, against the total dynamic head devel-
oped by the complete system.
313.3 Intake protection. A cleanable strainer, skimmer bas-
ket, or screen shall be provided for pools and spas, upstream
or as an integral part of circulation pumps, to remove solids,
debris, hair, and lint on pressure filter systems.
313.4 Location. Pumps and motors shall be accessible for
inspection and service in accordance with the manufacturer's
specifications.
313.5 Safety. The design, construction, and installation of
pumps and component parts shall be in accordance with the
manufacturer's specifications.
313.6 Isolation valves. Shutoff valves shall be installed on
the suction and discharge sides of pumps that are located
below the waterline. Such valves shall be provided with
access.
313.7 Emergency shutoff switch. An emergency shutoff
switch shall be provided to disconnect power to recirculation
and jet system pumps and air blowers. Emergency shutoff
switches shall be: provided with access; located within sight
of the pool or spa; and located not less than 5 feet (1524 mm)
horizontally from the inside walls of the pool or spa.
Exception: Onground storable pools, permanent inground
residential swimming pools, residential spas and residen-
tial water features.
313.8 Motor performance. Motors shall comply with UL
1004-1, UL 1081, CSA C22.2 No. 108 or the relevant motor
requirements of UL 1563 or CSA C22.2 No. 218.1, as appli-
cable.
SECTION 314
RETURN AND SUCTION FITTINGS
314.1 General. The provisions of this section apply to return
and suction fittings for pools and spas
Exception: Portable residential spas and portable residen-
tial exercise spas.
314.2 Entrapment avoidance. Entrapment avoidance means
shall be provided in accordance with Section 310.
314.3 Flow distribution. The suction outlet fitting assem-
blies, where installed, and the skimming systems shall each
be designed to accommodate 100 percent of the circulation
turnover rate.
314.3.1 Multiple systems. Where multiple systems are
used in a single pool to meet this requirement, each sub-
system shall proportionately be designed such that the
maximum design flow rates cannot be exceeded during
normal operation.
314.4 Return inlets. One return inlet shall be provided for
every 300 square feet (27.9 m'-) of pool surface area, or frac-
tion thereof.
Exception: Onground storable pools.
314.4.1 Design. Return and suction fittings for the circula-
tion system shall be designed so as not to constitute a haz-
ard to the bather.
314.5 Vacuum fittings. Where installed, submerged vacuum
fittings shall be accessible and shall be located not greater
than 12 inches (305 mm) below the water level.
SECTION 315
SKIMMERS
315.1 General. The provisions of this section apply to skim-
mers for pools and spas.
Exceptions:
1. Portable residential spas and portable residential
exercise spas.
2. Onground storable pools supplied by the pool man-
ufacturer as a kit that includes a skimming system
that is in accordance with Section 704.
315.2 Required. A surface skimming system shall be pro-
vided for public pools and spas. Surface skimming systems
shall be listed and labeled in accordance with NSF 50. Either
a surface skimming system or perimeter overflow system
shall be provided for permanent inground residential pools
and permanent residential spas. Where installed, surface
skimming systems shall be designed and constructed to create
a skimming action on the pool water surface when the water
level in the pool is within operational parameters.
Exceptions:
1. Class D public pools designed in accordance with
Chapter 6.
2. Skimmers that are an integral part of a spa that has
been listed and labeled in accordance with UL1563
shall not be required to be listed and labeled in
accordance with NSF 50.
315.2.1 Circulation systems. Public pool circulation sys-
tems shall be designed to process not less than 100 percent
of the turnover rate through skimmers.
315.3 Skimmer sizing. Where automatic surface skimmers
are used as the sole overflow system, not less than one sur-
face skimmer shall be provided for the square foot (square
meter) areas, or fractions thereof, indicated in Table 315.3.
Skimmers shall be located to maintain effective skimming
action.
TABLE 315.3
SKIMMER SIZING TABLE
POOL OR SPA
AREA PER SKIMMER (SQ. FT)
Public pool
500
Residential pool
800
Spas (all types)
150
For SL l square foot = 0.0929 rn .
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315.4 Perimeter coverage. Where a perimeter -type surface
skimming system is used as the sole surface skimming sys-
tem, the system shall extend around not less than 50 percent
of the pool or spa perimeter.
315.4.1 Surge capacity. Where perimeter surface skim-
ming systems are used, they shall be connected to a circu-
lation system with a system surge capacity of not less than
1 gallon for each square foot (40.7 liters per square meter)
of water surface. The capacity of the perimeter overflow
system and related piping is permitted to be considered as
a portion of the surge capacity.
315.5 Equalizers. Equalizers on skimmers shall be prohib-
ited.
315.6 Hazard. Skimming devices shall be designed and
installed so as not to create a hazard to the user.
SECTION 316
HEATERS
316.1 General. The provisions of this section apply to heat-
ers for pools and spas.
Exception: Portable residential spas and portable residen-
tial exercise spas.
I316.2 Listed and labeled. Heaters and hot water storage
tanks shall be listed and labeled in accordance with the appli-
cable standard listed in Table 316.2.
316.3 Sizing. Heaters shall be sized in accordance with the
manufacturer's specifications.
316.4 Installation. Heaters shall be installed in accordance
with the manufacturer's specifications and the International
Fuel Gas Code, International Mechanical Code, Interna-
tional Energy Conservation Code, NFPA 70 or International
Residential Code, as applicable in accordance with Section
I102.7.1. Solar thermal water heaters shall be installed in
accordance with Section 316.6.
316.4.1 Temperature. A means shall be provided to mon-
itor water temperature.
316.4.2 Access prohibited. For public pools and spas,
public access to controls shall be prohibited.
316.5 Heater circulation system. Heater circulation systems
shall comply with Sections 316.5.1 and 3 16.52.
316.5.1 Water flow. Water flow through the heater bypass
piping, back-siphonage protection, and the use of heat
sinks shall be in accordance with the heater manufac-
turer's specifications.
316.5.2 Pump delay. Where required by the manufac-
turer, heaters shall be installed with an automatic device
GENERAL COMPLIANCE
that will ensure that the pump continues to run after the
heater shuts off for the time period specified by the manu-
facturer.
316.6 Solar thermal water heaters. Solar thermal heaters
utilized for pools and spas shall comply with Sections 316.6.1
through 316.6.2.
316.6.1 Installation. Solar thermal water heaters shall be
installed in accordance with the International Mechanical
Code or International Residential Code, as applicable in
accordance with Section 102.7.1.
316.6.2 Collectors and panels. Solar thermal collectors
and panels shall be listed and labeled in accordance with
ICC 901 /SRCC 100 or ICC 900/SRCC 300. Collectors
and panels shall be permanently marked with the manufac-
turer's name, model number, and serial number. Such
markings shall be located on each collector in a position
that is readily viewable after installation of the collector or
panel.
SECTION 317
AIR BLOWER AND AIR INDUCTION SYSTEM
317.1 General. This section applies to devices and systems
that induce or allow air to enter pools and spas either by
means of a powered pump or passive design.
317.2 Backflow prevention. Air blower systems shall be
equipped with backflow protection as specified in UL 1563
or CSA C22.2 No. 218.1.
317.3 Air intake source. Air intake sources shall not induce
water, dirt or contaminants.
317.4 Sizing. Air induction systems shall be sized in accor-
dance with the manufacturer's specifications.
317.5 Inspection and service. Air blowers shall be provided
with access for inspection and service.
SECTION 318
WATER SUPPLY
318.1 Makeup water. Makeup water to maintain the water
level and water used as a vehicle for sanitizers or other chem-
icals, for pump priming, or for other such additions, shall be
from a potable water source.
318.2 Protection of potable water supply. Potable water
supply systems shall be designed, installed and maintained so
as to prevent contamination from nonpotable liquids, solids
or gases being introduced into the potable water supply
through cross -connections or other piping connections to the
system. Means of protection against backflow in the potable
TABLE 316.2
WATER HEATERS
DEVICE
STANDARD
Electric water heater
UL 1261. UL 1563 or CSA C22.2 No. 218.1
Gas -fired water heater
ANSI Z2 L56/CSA 4.7a
Heat exchanger
AHRI 400
Heat pump water heater
UL 1995, AHRI 1160, CSA C22.2 No. 236
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GENERAL COMPLIANCE
water supply shall be provided through an air gap complying
Iwith ASME Al 12.1.2 or by a backflow prevention assembly
in accordance with the International Residential Code or the
International Plumbing Code, as applicable in accordance
with Section 102.7.1.
318.3 Over -the -rim spouts. Over -the -rim spouts shall be
located under a diving board, adjacent to a ladder, or other-
wise shielded so as not to create a hazard. The open end of
such spouts shall not have sharp edges and shall not protrude
more than 2 inches (51 mtn) beyond the edge of the pool. The
open end shall be separated from the water by an air gap of
not less than 1.5 pipe diameters measured from the pipe outlet
to the rite.
SECTION 319
SANITIZING EQUIPMENT
319A Equipment standards. Sanitizing equipment installed
in public pools and spas shall be capable of introducing the
quantity of sanitizer necessary to maintain the appropriate
levels under all conditions of intended use.
319.2 Chemical feeders. Where installed, chemical feed sys-
tems shall be installed in accordance with the manufacturer's
specifications. Chemical feed pumps shall be wired so that
they cannot operate unless there is adequate return flow to
disburse the chemical throughout the pool or spa as designed.
SECTION 320
WASTEWATER DISPOSAL
320.1 Backwash water or draining water. Backwash water
and draining water shall be discharged to the sanitary or
storm sewer, or into an approved disposal system on the
premise, or shall be disposed of by other means approved by
the state or local authority. Direct connections shall not be
made between the end of the backwash line and the disposal
system. Drains shall discharge through an air gap.
320.2 Water salvage. Filter backwash water shall not be
returned to the vessel except where the backwash water has
been filtered to remove particulates, treated to eliminate coli
form bacteria and waterborne pathogens, and such return has
been approved by the state or local authority.
320.3 Waste post treatment. Where necessary, filter back-
wash water and drainage water shall be treated chemically or
through the use of settling tanks to eliminate or neutralize
chemicals, diatomaceous earth, and contaminants in the water
that exceed the limits set by the state or local effluent dis-
charge requirements.
SECTION 321
LIGHTING
321.1 General. The provisions of Sections 321.2 and 321.3
shall apply to lighting for public pools and spas. The provi-
sions of Section 321.4 shall apply to lighting for residential
pools and spas.
321.2 Artificial lighting required. When a pool is open
during periods of low natural illumination, artificial lighting
shall be provided so that all areas of the pool, including all
suction outlets on the bottom of the pool, will be visible. Illu-
mination shall be sufficient to enable a lifeguard or other per-
sons standing on the deck or sitting on a lifeguard stand
adjacent to the pool edge to determine if a pool user is lying
on the bottom of the pool and that the pool water is transpar-
ent and free from cloudiness.
These two conditions shall be met when all suction outlets
are visible from the edge of the deck at all times when artifi-
cial lighting is illuminated and when an 8-inch-diameter (152
mm) black disk, placed at the bottom of the pool in the deep-
est point, is visible from the edge of the pool deck at all times
when artificial lighting is illuminated.
321.2.1 Pool and deck illumination. Overhead lighting,
underwater lighting or both shall be provided to illuminate
the pool and adjacent deck areas. The lighting shall be
listed and labeled. The lighting shall be installed in accor-
dance with NFPA 70.
321.2.2 Illumination intensity. For outdoor pools, any
combination of overhead and underwater lighting shall
provide maintained illumination not less than 10 horizon-
tal foot-candles (10 lumens per square foot) [108 lux] at
the pool water surface. For indoor pools, any combination
of overhead and underwater lighting shall provide main-
tained illumination of not less than 30 horizontal foot-can-
dles (30 lumens per square foot) [323 lux] at the pool
water surface. Deck area lighting for both indoor and out-
door pools shall provide maintained illumination of not
less than 10 horizontal foot-candles (10 lumens per square
foot) [ 108 lux] at the walking surface of the deck.
321.2.3 Underwater lighting. Underwater lighting shall
provide not less than 8 horizontal foot-candles (8 lumens
per square foot) [86 lux] at the pool water surface area, or
not less than a total wattage of /, watt/ft'- (5.4 watts/m'-) of
pool water surface for incandescent underwater lighting
where the fixtures and lamps are rated in watts.
Exception: The requirement of this section shall not
apply where overhead lighting provides not less than 15
foot-candles (15 lumens per square foot) [161 lux] of
maintained illumination at the pool water surface, the
overhead lighting provides visibility, without glare, of
all areas of the pool, and the requirements of Section
321.2.2 are met or exceeded.
321.3 Emergency illumination. Public pools and public pool
areas that operate during periods of low illumination shall be
provided with emergency lighting that will automatically turn
on to permit evacuation of the pool and securing of the area in
the event of power failure. Emergency lighting facilities shall
be arranged to provide initial illumination that is not less than
0.1 foot-candle (0.1 lumen per square foot) [1 lux] measured
at any point on the water surface and at any point on the
walking surface of the deck, and not less than an average of 1
foot-candle (1 lumen per square foot) [I I lux]. At the end of
the emergency lighting time duration, the illumination level
shall be not less than 0.06 foot-candle (0.06 lumen per square
foot) [0.65 lux] measured at any point on the water surface
and at any point on the walking surface of the deck, and not
less than an average of 0.6 foot-candle (0.6 lumen per square
foot) [6.46 lux]. A maximum -to -minimum illumination uni-
formity ratio of 40 to 1 shall not be exceeded.
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321.4 Residential pool and deck illumination. Where light-
ing is installed for, and in, residential pools and permanent
residential spas, such lighting shall be installed in accordance
with NFPA 70 or the International Residential Code, as
applicable in accordance with Section 102.7.1.
SECTION 322
LADDERS AND RECESSED TREADS
322.1 General. Ladders and recessed treads shall comply
with the provisions of this section and the applicable provi-
sions of Chapters 4 through 10 based on the type of pool or
spa.
322.2 Outside diving envelope. Where installed, steps and
ladders shall be located outside of the minimum diving water
envelope as indicated in Figure 322.2.
322.3 Ladders. Ladder treads shall have a uniform horizontal
depth of not less than 2 inches (51 mm). There shall be a uni-
form distance between ladder treads, with a distance of not
less than 7 inches (178 mm) and not greater than 12 inches
(305 mm). The top tread of a ladder shall be located not
greater than 12 inches (305 mm) below the top of the deck or
coping. Ladder treads shall have slip -resistant surfaces.
322.3.1 Wall clearance. There shall be a clearance of not
less than 3 inches (76 mm) and not greater than 6 inches
(152 mm) between the pool wall and the ladder.
322.3.2 Handrails and handholds. Ladders shall be pro-
vided with two handholds or two handrails. The clear dis-
tance between ladder handrails shall be not less than 17
inches (432 mm) and not greater than 24 inches (610 mm).
322.4 Recessed treads. Recessed treads shall have a mini-
mum depth of not less than 5 inches (127 mm) and a width of
not less than 12 inches (305 mm). The vertical distance
between the pool coping edge, deck, or step surface and the
uppermost recessed tread shall be not greater than 12 inches
(305 mm). Recessed treads shall have slip -resistant surfaces.
322.4.1 Vertical spacing. Recessed treads at the center-
line shall have a uniform vertical spacing of not less than 7
inches (178 mm) and not greater than 12 inches (305 mm).
SEAT
OR
BENCH
DIVING
PLATFORM
AND ROCKS
UNDERWATER
SEAT
GENERAL COMPLIANCE
322.4.2 Drainage. Recessed treads shall drain into the
pool.
322.4.3 Handrails and grab rails. Recessed treads shall
be provided with a handrail or grab rail on each side of the
treads. The clear distance between handrails and grab rails
shall be not less than 17 inches (432 mm) and not greater
than 24 inches (610 mm).
SECTION 323
SAFETY
323.1 Handholds required. Where the depth below the
design waterline of a pool or spa exceeds 42 inches (1067
mm), handholds along the perimeter shall be provided. Hand-
holds shall be located at the top of deck or coping.
Exceptions:
1. Handholds shall not be required where an underwa-
ter bench, seat or swimout is installed.
2. Handholds shall not be required for wave action
pools and action rivers.
323.1.1 Height above water. Handholds shall be located
not more than 12 inches (305 mm) above the design
waterline.
323.1.2 Handhold type. Handholds shall be one or more
of the following:
1. Top of pool deck or coping.
2. Secured rope.
3. Rail.
4. Rock.
5. Ledge.
6. Ladder.
7. Stair step.
8. Any design that allows holding on with one hand
while at the side of the pool.
323.1.3 Handhold spacing. Handholds shall be horizon-
tally spaced not greater than 4 feet (1219 mm) apart.
RECESSED TREADS
SWIMOUT
NO INTRUSIONS
IN DIVING ENVELOPE
- POOL WALL
SLOPED ENTRY
DECK
MECHANICAL
LIFT LADDER
POOL WALL `STAIRS WITH SEAT
SIDE OR DEEP END STEP
FIGURE 322.2
MINIMUM WATER DIVING ENVELOPE
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GENERAL COMPLIANCE
323.2 Handrails. Where handrails are installed, they shall
conform to this section.
323.2.1 Height. The top of the gripping surface of hand-
rails for public pools and public spas shall be 34 inches
(864 mm) to 38 inches (965 mm) above the ramp or step
surface as measured at the nosing of the step or finished
surface of the slope. The top of the gripping surface of
handrails for residential pools and residential spas shall be
30 inches (762 mm) to 38 inches (965 mm) above the
ramp or step surface as measured at the nosing of the step
or finished surface of the slope.
323.2.2 Material. Handrails shall be made of corrosion -
resistant materials.
323.2.3 Nonremovable. Handrails shall be installed so
that they cannot be removed without the use of tools.
323.2.4 Leading edge distance. The leading edge of
handrails for stairs, pool entries and exits shall be located
not greater than 18 inches (457 nun) from the vertical face
of the bottom riser.
323.2.5 Diameter. The outside diameter or width of hand-
rails shall be not less than 1'/, inches (32 mm) and not
greater than 2 inches (51 nun).
323.3 Obstructions and entrapment avoidance. There shall
not be obstructions that can cause the user to be entrapped or
injured. Types of entrapment include, but are not limited to,
wedge or pinch -type openings and rigid, nongiving cantile-
vered protrusions.
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CHAPTER 4
PUBLIC SWIMMING POOLS
User note:
About this chapter: Chapter 4 has regulations for public swimming pools. Where diving boards are present, the chapter provides information
regarding the minimum diving water dimensions. Requirements for exiting pools, decks, circulation systems and depth markers are provided.
Special features of pools such as rest ledges, swimouts and underwater seats and benches are regulated by this chapter.
SECTION 401
GENERAL
401.1 Scope. The provisions of this chapter shall apply only
to Class A, Class B, Class C, Class E and Class F public
swimming pools.
401.2 Intent. The provisions in this chapter shall govern the
design, equipment, operation, warning signs, installation,
sanitation, new construction, and alteration specific to the
types of public swimming pools indicated in Section 401.1.
401.3 Chapter 3 compliance required. In addition to the
requirements of this chapter, public swimming pools shall
comply with the requirements of Chapter 3.
401.4 Dimensional tolerances. Finished pool dimensions,
for other than Class A pools, shall be held within the con-
struction tolerances shown in Table 401.4. Other dimensions,
unless otherwise specified, shall have a tolerance off 2
inches (51 mm).
401.4.1 Class A pool tolerances. Dimensional tolerances
for Class A pools shall be determined by the authority that
provides the accreditation of the pool for competitive
events.
401.5 Floor slope. Except where required to meet the acces-
sibility requirements in accordance with Section 307.9, the
slope of the floor in the shallow area of a pool shall not
exceed I unit vertical in 10 units horizontal (10-percent
slope) for Class C pools and I unit vertical in 12 units hori-
zontal (8-percent slope) for Class B pools. The slope limit
shall apply in any direction to the point of the first slope
change, where a slope change exists. The point of the first
slope change shall be defined as the point at which the floor
slope exceeds 1 unit vertical in 10 units horizontal (10-per-
cent slope) for Class C pools and I unit vertical in 12 units
horizontal (8-percent slope) for Class B pools.
401.6 Dimensions for Class A pools. Class A pools shall be
designed and constructed with the dimensions determined by
the authority that provides the accreditation of the pool for
competitive events.
SECTION 402
DIVING
402.1 General. This section covers diving requirements for
Class B, Class C, and Class E pools. Manufactured and fabri-
cated diving equipment and appurtenances shall not be
installed on Type O pools.
402.2 Manufactured and fabricated diving equipment.
Manufactured and fabricated diving equipment shall be in
accordance with this section and shall be designed for swim-
ming pool use.
402.3 Installation. The installation of manufactured diving
equipment shall be in accordance with Sections 402.3
through 402.14. Manufactured diving equipment shall be
located in the deep area of the pool so as to provide the mini-
mum dimensions shown in Table 402.12 and shall be
installed in accordance with the manufacturer's instructions.
Installation and use instructions for manufactured diving
equipment shall be provided by the manufacturer and shall
TABLE 401.4
CONSTRUCTION TOLERANCES
DESIGN ASPECT
CONSTRUCTION TOLERANCE
Depth —deep area, including diving area
f 3 inches
Depth —shallow area
t 2 inches
Length —overall
f 3 inches
Step treads & risers
t Y, inch
Wall slopes
f 3 degrees
Waterline —pools with adjustable weir skimmers
f '/4 inch
Waterline —pools with nonadjustable skimming systems (gutters)
$ inch
Width —overall
f 3 inches
All dimensions not otherwise specified herein
f 2 inches
For SL 1 inch = 25.4 mm, 1 degree = 0.017 radians.
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PUBLIC SWIMMING POOLS
specify the minimum diving water envelope dimensions
required for each diving board and diving stand combination.
The manufacturer's instructions shall refer to the water enve-
lope type by dimensionally relating their products to Point A
on the diving water envelopes shown in Table 402.12. The
diving board manufacturer shall specify which boards fit on
the design pool geometry types as indicated in Table 402.12.
402.4 Slip resistance. Diving equipment shall have slip -
resistant walking surfaces.
402.5 Point A. For the application of Table 402.12, Point A
shall be the point from which dimensions of width, length and
depth are established for the minimum diving water envelope.
If the tip of the diving board or diving platform is located at a
distance of WA (see Figure 804.1) or greater from the deep
end wall and the water depth at that location is equal to or
greater than the water depth requirement at Point A, the point
on the water surface directly below the center of the tip of the
diving board or diving platform shall be identified as Point A.
402.6 Location of pool features in a diving pool. Where a
pool is designed for use with diving equipment, the location
of steps, pool stairs, ladders, underwater benches, underwater
ledges, special features and other accessory items shall be
outside of the minimum diving water envelope. See Figure
322.2.
402.7 Stationary diving platforms and diving rocks.
Where stationary diving platforms and diving rocks are built
on site, flush with the wall and located in the diving area of
the pool, Point A shall be in front of the wall at the platform
or diving rock centerline.
402.8 Location of diving equipment. Manufactured and fab-
ricated diving equipment shall be located so that the tip of the
board or platform is located directly above Point A as defined
by Section 402.5.
402.9 Elevation. The maximum elevation of a diving board
above the design waterline shall be in accordance with the
manufacturer's instructions.
402.10 Platform height above waterline. The height of an
approved stationary diving apparatus, platform, or diving
rock above the design waterline shall not exceed the limits of
the manufacturer's specifications or the limits of the design
prepared by a design professional.
402.11 Clearance. The diving equipment manufacturer shall
specify the minimum headroom required above the tip of the
board.
402.12 Water envelopes. The minimum diving water enve-
lopes shall be in accordance with Table 402.12.
402.13 Ladders for diving equipment. Ladders shall be pro-
vided with two grab rails or two handrails. There shall be a
uniform distance between ladder treads, with a 7-inch (178
mm) minimum distance and a 12-inch (305 mm) maximum
distance.
Exception: The distance between treads for the top and
bottom riser can vary but shall be not less than 7 inches
(178 mm) and not greater than 12 inches (305 mm).
402.14 Springboard fall protection guards. Springboards
located at a height greater than 5 feet (1524 min) above the
pool deck shall have a fall protection guard on each side of
TABLE 402.12
MINUMUM DIVING WATER ENVELOPES
(SEE FIGURE 402.12)
POOL
MINIMUM DIMENSIONS
MINIMUM. WIDTH OF POOL AT:
TYPE
D,
D,
R
L,
L,
L,
L,
L,
Pt: A
Pt. B
Pt. C
VI
T-0"
8'-6"
5'-6"
2'-6"
8'-0"
10'-6"
T-0"
28'-0"
16'-0"
18'-0"
18'-0"
VII
T-6"
9'-0"
6'-0"
3'-0"
9'-0"
12'-0"
ZIA"
28'-0"
18'-0"
20'-0"
20'-0"
All
8'-6"
10'-0"
T-0"
ZIA"
10'-0"
15'-0"
2'-0"
31'-0"
20'-0"
22'-0"
22'-0"
Ix
11'-0"
12'-0"
8'-6"
6-0"
10'-6"
21'-0"
0
37'-6"
22'-0"
24'-0"
24'-0"
For SI: I inch = 25.4 mm, I foot = 304.8 mm.
PT. A PT. B WATERLINE PT. C PT. D
1 2 ►g„
11° MAX. SLOPE 5 5' MIN. ► 1 1 5 �-11°MAX. SLOPE
D, MIN. D, MIN.
1 IN 12 MAX. SLOPE CLASS B
1 1 IN 10 MAX. SLOPE CLASS C
3 MAX. SLOPE
L, MIN
i�f—Lz MIN ------ r►If L, MIN. L, MIN.
I• L, MIN.
For SI: I degree = 0.017 rad, I inch = 25.4 mm, I foot = 304.8 mm.
FIGURE 402.12
(MINIMUM DIVING WATER ENVELOPES)
CONSTRUCTION DIMENSIONS FOR WATER ENVELOPES FOR CLASS B AND CLASS C POOLS
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PUBLIC SWIMMING POOLS
TABLE 403.1
MAXIMUM BATHER LOAD
POOL/DECK AREA
SHALLOW INSTRUCTIONAL
DEEP AREA
DIVING AREA
OR WADING AREAS
(NOT INCLUDING THE DIVING AREA)
(PER EACH DIVING BOARD)
Pools with minimum deck area
15 sq. ft. per user
20 sq. ft. per user
300 sq. ft.
Pools with deck area at least equal to
12 sq. ft. per user
15 sq. ft. per user
300 sq. ft.
water surface area
Pools with deck area at least twice the
8 sq. ft. per user
10 sq. ft. per user
300 sq. ft.
water surface area
For SL I square foot = 0.09 square meters.
the springboard. The design and the selection of the materials
of construction of the fall protection guards shall be deter-
mined by the manufacturer of the springboard support struc-
ture. The installation and maintenance of the fall protection
guards shall be in accordance with the fall protection guard
manufacturer's instructions.
SECTION 403
BATHER LOAD
403.1 Maximum bather load. The maximum bather load of
Class B and Class C pools shall be in accordance with Table
403.1.
SECTION 404
REST LEDGES
404.1 Rest ledges. Rest ledges along the pool walls are per-
mitted. They shall be not less than 4 feet (1220 mm) below
the water surface. Where a ledge is provided, the width of the
ledge shall be not less than 4 inches (102 mm) and not greater
than 6 inches (152 mm).
SECTION 405
WADING POOLS
405.1 Wading pools. Class F wading pools shall be separate
pools with an independent circulation system, shall be physi-
cally separated from the main pool and shall be constructed in
accordance with Sections 405.2 through 405.6.
405.2 Nonentry areas. The areas where the water depth at
the edge of the pool exceeds 9 inches (229 mm) shall be con-
sidered to be nonentry areas.
405.3 Floor slope. The floors of wading pools shall be uni-
form and sloped with a maximum slope of 1 unit vertical in
12 units horizontal (8-percent slope).
405.4 Maximum depth. The water depth shall not exceed 18
inches (457 mm).
405.5 Distance from deck to waterline. The maximum dis-
tance from the top of the deck to the waterline shall not
exceed 6 inches (152 mm).
405.6 Suction entrapment avoidance. Wading pools shall
not have suction outlets. Skimmers or overflow gutters shall
be installed and shall accommodate 100 percent of the circu-
lation system flow rate.
SECTION 406
DECKS AND DECK EQUIPMENT
406.1 General. Decks shall comply with the provisions of
Section 306, except as otherwise required in this section.
406.2 Pool perimeter access. A deck or unobstructed access
shall be provided for not less than 90 percent of the pool
perimeter.
406.3 Deck clearance. Decking not less than 4 feet (1219
min) in width shall be provided on the sides and rear of any
diving equipment. A deck clearance of 4 feet (1219 mm) shall
be provided around all other deck equipment.
406.4 Decks between pools and spas. Decks between pools,
spas or any combination of pools and spas, shall have a width
of not less than 6 feet (1829 mm).
406.5 Deck covering. Walking surfaces of decks within 4
feet (1219 mm) of a pool or spa shall be slip resistant.
406.6 Distances above diving boards. A completely unob-
structed minimum distance above the tip of the diving board
shall be specified by the diving equipment manufacturer.
406.7 Dimensional requirements. Public pools with diving
equipment of 39 inches (991 mm) or greater in height, and
pools designed for springboard or platform diving, shall com-
ply with the dimensional design requirements of the diving
equipment manufacturer or the authority that governs such
pools.
406.8 Diving equipment. Diving equipment shall be
installed in accordance with the manufacturer's specifica-
tions.
406.8.1 Label. A label shall be permanently affixed to the
diving equipment or jump board in a readily visible loca-
tion and shall include all of the following:
1. The minimum diving water envelope required for
each diving board and diving stand combination.
2. Manufacturer's name and address.
3. Manufacturer's identification and date of manufac-
ture.
4. The maximum allowable weight of the user.
406.8.2 Use instructions. The diving equipment manufac-
turer shall provide diving equipment use instructions.
406.8.3 Tread surface. Diving equipment shall have slip -
resistant tread surfaces.
406.8.4 Supports for diving equipment. Supports, plat-
forms, stairs, and ladders for diving equipment shall be
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PUBLIC SWIMMING POOLS
designed to carry the anticipated loads. Stairs and ladders
shall be of corrosion -resistant materials, shall be easily
cleanable and shall have slip -resistant treads. Diving
stands higher than 21 inches (533 mm), measured from the
deck to the top back end of the board, shall be provided
with stairs or a ladder. Step treads shall be self -draining.
406.8.5 Guardrails. Diving equipment 39 inches (991
mm) or greater in height shall be provided with a top
guardrail. Such guardrail shall extend not less than 30
inches (762 mm) above the diving board and extend to the
edge of the pool wall.
406.9 Starting blocks. In new construction or substantial
alteration, starting blocks intended for competitive swimming
shall be located at a water depth of not less than 5 feet (1524
mm).
406.10 Swimming pool slides. Swimming pool slides shall
comply with the requirements of 16 CFR, Part 1207. The
manufacturer of the slide shall provide installation and use
instructions for the slide. Slides shall be installed in accor-
dance with the manufacturer's instructions.
406.11 Play and water activity equipment. Play and water
activity equipment shall be installed in accordance with the
manufacturer's instructions.
SECTION 407
CIRCULATION SYSTEMS
407.1 General. Circulation systems for pools shall comply
with Section 311 and the provisions of this section.
407.2 Turnover. Circulation equipment shall be sized to turn
over the entire water capacity of the pool as specified in
Table 407.2. The system shall be designed to provide the
required turnover rate based on the maximum pressure and
flow rate recommended by the manufacturer of the filter with
clean filter media.
SECTION 408
FILTERS
408.1 General. Filters shall be designed in accordance with
Section 312, except as otherwise required in this section.
408.2 Air release warning. The following statement shall be
posted in a conspicuous location within the areas of the air
release:
DO NOT START THE SYSTEM AFTER
MAINTENANCE WITHOUT FIRST
PROPERLY REASSEMBLING THE FILTER
AND SEPARATION TANK AND OPENING
ALL AIR RELEASE VALVES.
SECTION 409
SPECIFIC SAFETY FEATURES
409.1 Handholds. Handholds shall comply with the provi-
sions of Section 323.
409.2 Depth markers. Depth markers shall be provided in
accordance with Sections 409.2.1 through 409.2.8.
409.2.1 Where required. Depth markers shall be installed
at the maximum and minimum water depths and at all
points of slope change. Depth markers shall be installed at
water depth increments not to exceed 2 feet (607 mm).
Depth markers shall be spaced at intervals not to exceed
25 feet (7620 mm).
409.2.2 Marking of depth. The depth of water in feet
(meters) shall be plainly and conspicuously marked on the
vertical pool wall at or above the waterline.
Exception: Pools with a vanishing edge and rim flow
gutters.
409.2.3 Depth accuracy. Depth markers shall indicate the
actual pool depth within f 3 inches (76 mm), at normal
operating water level where measured 3 feet (914 mm)
from the pool wall or at the tangent point where the cove
radius meets the floor, whichever is deeper.
409.2.4 Position on pool wall. Depth markers on the ver-
tical pool wall shall be positioned to be read from the
waterside. Depth markets shall be placed so as to allow as
much of the numbers to be visible above the waterline as
possible.
409.2.5 Position on deck. Depth markers on the deck
shall be located within 18 inches (457 mm) of the water
edge and positioned to be read while standing on the deck
facing the water.
409.2.6 Horizontal markers. Horizontal depth markers
shall be slip resistant.
409.2.7 Uniform distribution. Depth markers shall be
distributed uniformly on both sides and both ends of the
pool.
409.2.8 Numbers and letters. Depth markers shall be not
less than 4 inches (102 mm) in height. The color of the
numbers shall contrast with the background on which they
are applied and the color shall be of a permanent nature.
The lettering shall spell out the words "feet" and "inches"
or abbreviate them as `'Ft." and "In." respectively. Where
displayed in meters in addition to feet and inches, the word
meter shall be spelled out or abbreviated as "M."
409.3 No diving symbol. Where the pool depth is 5 feet
(1524 mm) or less, the "No Diving" symbol shall be dis-
played. The symbol shall be placed on the deck at intervals of
not greater than 25 feet (7620 ntm) and directly adjacent to a
depth marker. Additional signage shall be in accordance with
NEMA Z535.
TABLE 407.2
TURNOVER RATE
SWIMMING POOL CATEGORY TURNOVER RATE IN HOURS
Class A, B, and C pools Hours equal "/Z times the average depth of pool in feet not to exceed 6 hours
Wading pools
For SC I foot = 304.8 mm.
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409.4 Lifesaving equipment. Public pool Classes A, B, and
C shall be provided with lifesaving equipment in accordance
with Sections 409.4.1 through 409.4.3. Such lifesaving equip-
ment shall be visually conspicuous and conveniently located
at all times.
409.4.1 Accessory pole. A swimming pool accessory pole
not less than 12 feet (3658 mm) in length and including a
body hook shall be provided.
409.4.2 Throwing rope. A throwing rope attached to a
ring buoy or similar flotation device shall be provided.
The rope shall be not less than inch (6.4 mm) in diame-
ter and shall have a length of not less than I V, times the
maximum width of the pool or 50 feet (15 240 mm),
whichever is less. A ring buoy shall have an outside diam-
eter of not less than 15 inches (381 mm).
409.4.3 Emergency response units. Pools covered by this
chapter shall be provided with first aid equipment, includ-
ing a first aid kit. First aid equipment and kits shall be
located in an accessible location.
SECTION 410
SANITARY FACILITIES
410.1 Toilet facilities. Class A and B pools shall be provided
with toilet facilities having the required number of plumbing
fixtures in accordance with the International Building Code
or the International Plumbing Code.
SECTION 411
SPECIAL FEATURES
411.1 Entry and exit. Pools shall Have not less than two
means of entry and exit that are located so as to serve both
ends of a pool. Pool lifts, transfer walls and transfer systems
that provide for pool entry and exit by persons with physical
disabilities in accordance with Section 307.9 shall not be
counted as the means of entry or exit that is required by this
section.
411.1.1 Natural entry. Where areas have water depths of
24 inches (607 mm) or less at the pool wall, such areas
shall be considered to be providing their own natural mode
for entry and exit.
Exception: Wading pools as outlined in Section 405.
411.1.2 Shallow area. A means of entry and exit shall be
provided in shallow areas of pools and shall consist of
pool stairs, a ramp or a beach entry.
411.1.3 Deep area. The means of entry and exit in the
deep area of pools shall consist of one of the following:
1. Steps/stairs.
2. Ladders.
3. Grab rails with recessed treads.
4. Ramps.
5. Beach entries.
6. Swimouts.
PUBLIC SWIMMING POOLS
411.1.4 Pools greater than 30 feet wide. Swimming
pools greater than 30 feet (9144 mm) in width shall be
provided with entries and exits on each side of the deep
area of the pool. The entries and exits on the sides of the
deep area of a pool shall be located not more than 82 feet
(25 m) apart.
411.1.5 Diving envelope. Where the pool is designed for
use with diving equipment, the entries and exits, pool
stairs, ladders, underwater benches, special features and
other accessories shall be located outside of the minimum
diving water envelope indicated in Figure 322.2.
411.1.6 Treads. Treads shall have slip -resistant surfaces.
411.2 Pool stairs. The design and construction of stairs
extending into the pool in either shallow or deep water,
including recessed pool stairs, shall comply with Sections
411.2.1 through 41 1.2.4.
411.2.1 Tread dimensions and area. Treads shall be not
less than 24 inches (607 mm) at the leading edge. Treads
shall have an unobstructed surface area of not less than
240 square inches (0.154 m2) and an unobstructed horizon-
tal depth of not less than 10 inches (254 mm) at the center-
line.
411.2.2 Risers. Risers, except for the bottom riser, shall
have a uniform height of not greater than 12 inches (305
nun) measured at the centerline. The bottom riser height is
allowed to vary to the floor.
411.2.3 Top tread. The vertical distance from the pool
coping, deck, or step surface to the uppermost tread shall
be not greater than 12 inches (305 mm).
411.2.4 Bottom tread. Where stairs are located in water
depths greater than 48 inches (1219 mm), the lowest tread
shal I be not less than 48 inches (1219 mm) below the deck
and shall be recessed in the pool wall.
411.3 Shallow end detail for beach and sloping entries.
Sloping entries used as a pool entrance shall have a maximum
slope of I unit vertical in 10 units horizontal (10-percent
slope).
411.3.1 Benches and steps. Where benches are used in
conjunction with sloping entries, the vertical riser distance
shall not exceed 12 inches (305 mrn). Where steps are
used in conjunction with sloping entries, the requirements
of Section 411.2 shall apply.
411.3.2 Vertical drops. A vertical drop exceeding 12
inches (305 min) within a sloping entry shall be provided
with a handrail.
411.3.3 Surfaces. Beach and sloping entry surfaces shall
be of slip -resistant materials.
411.4 Pool ladder design and construction. The design and
construction of ladders shall comply with Section 322.
411.5 Underwater seats, benches, and swimouts. The
design and construction of underwater seats, benches, and
swimouts shall comply with Sections 411.5.1 and 411.5.2.
411.5.1 Swimouts. Swimouts, located in either the deep or
shallow area of a pool, shall comply with all of the follow -
mg:
7. Other designs that provide the minimum utility as 1. The horizontal surface shall be not greater than 20
specified in this code. inches (508 mm) below the waterline.
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PUBLIC SWIMMING POOLS
2. An unobstructed surface shall be provided that is
equal to or greater than that required for the top
tread of the pool stairs in accordance with Section
411.2.
3. Where used as an entry and exit access, swimouts
shall be provided with steps that comply with the
pool stair requirements of Section 411.2.
4. The leading edge shall be visibly set apart.
411.5.2 Underwater seats and benches. Underwater
seats and benches, whether used alone or in conjunction
with pool stairs, shall comply with all of the following:
1. The horizontal surface shall be not greater than 20
inches (508 mm) below the waterline.
2. An unobstructed surface shall be provided that is not
less than 10 inches (254 mm) in depth and not less
than 24 inches (607 mm) in width.
3. Underwater seats and benches shall not be used as
the required entry and exit access.
4. Where underwater seats are located in the deep area
of the pool where manufactured or constructed div-
ing equipment is installed, such seats shall be
located outside of the minimum diving water enve-
lope for diving equipment.
5. The leading edge shall be visually set apart.
6. The horizontal surface shall be at or below the
waterline.
7. A tanning ledge or sun shelf used as the required
entry and exit access shall be located not greater
than 12 inches (305 mm) below the waterline.
SECTION 412
SIGNAGE
412.1 Safety signage. Safety signage advising on the danger
of diving into shallow areas and on the prevention of drown-
ing shall be provided as required by the authority that governs
such pools. Safety signage shall be as shown in Figure 412.1
or similar thereto.
412.2 Emergency telephone signs. A sign indicating the
location of the nearest landline telephone that can be used to
call emergency services shall be posted within sight of the
main entry into a pool facility. The sign shall indicate the
telephone numbers, including area code, that can be called for
emergency services including, but not limited to, police, fire,
ambulance and rescue services. If "9-1-1" telephone service
is available for any of those services, "9-1-1" shall be indi-
cated next to the telephone number for such services. The
sign shall include the street address and city where the pool is
located. The nearest landline telephone indicated by the sign
shall be one that can be used free of charge to call for emer-
gency services. A sign with the telephone number and
address information required by this section shall be posted
within sight of the landline telephone.
412.3 Sign placement. Signs shall be positioned for effective
visual observation by users as required by the authority that
governs such pools.
412.4 Emergency shutoff switch. Signs shall be posted that
clearly indicate the location of the pump emergency shutoff
switch. Such switch shall be clearly identified as the pump
emergency shutoff switch.
A WARNING
NO DIVING!
PREVENT
Shallow water.
DROWNING
You can be
permanently injured.
Watch children
at all times.
RESCUE:
Actual Size:
11" x 13- 3/8"
16" x 18-1/2"
18-3/8" x 24"
For SI: I inch = 25.4 mm.
FIGURE 412.1
SAFETY SIGN
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CHAPTER
PUBLIC SPAS AND PUBLIC EXERCISE SPAS
User note:
About this chapter: Chapter 5 regulates the depth, seating depth and floor slope of public pools and public exercise spas. Suction fitting,
heater and depth marker requirements are also included in this chapter.
SECTION 501
GENERAL
501.1 Scope. This chapter shall govern the design, installa-
tion, construction and repair of public spas and exercise spas
regardless of whether a fee is charged for use.
501.2 General. In addition to the requirements of this chap-
ter, public spas and public exercise spas shall comply with the
requirements of Chapter 3.
SECTION 502
MATERIALS
502.1 Pumps and motors. Pumps and motors shall be listed
and labeled for use in spas.
SECTION 503
STRUCTURE AND DESIGN
503.1 Water depth. The maximum water depth for spas shall
be 4 feet (1219 mm) measured from the design waterline
except for spas that are designed for special purposes and
approved by the authority having jurisdiction. The water
depth for exercise spas shall not exceed 6 feet 6 inches (1981
mm) measured from the design waterline.
503.2 Multilevel seating. Where multilevel seating is pro-
vided, the maximum water depth of any seat or sitting bench
shall be 28 inches (711 mm) measured from the design water-
line to the lowest measurable point.
503.3 Floor slope. The slope of the floor shall not exceed 1
unit vertical in 12 units horizontal (8.3-percent slope). Where
multilevel floors are provided, the change in depth shall be
indicated.
SECTION 504
PUMPS AND MOTORS
504.1 Emergency shutoff switch. One emergency shutoff
switch shall be provided to disconnect power to circulation
and jet system pumps and air blowers. Emergency shutoff
switches shall be accessible, located within sight of the spa
and shall be located not less than 5 feet (1524 mm) but not
greater than 10 feet (3048 mm) horizontally from the inside
walls of the spa.
504.1.1 Alarms. Emergency shutoff switches shall be pro-
vided with an audible alarm rated at not less than 80 deci-
bel sound pressure level and a light near the spa that will
operate continuously until deactivated when the shutoff
switch is operated. The following statements shall appear
on a sign that is posted in a location that is visible from the
spa:
ALARM INDICATES SPA PUMPS OFF. DO
NOT USE SPA WHEN ALARM SOUNDS
AND LIGHT IS ILLUMINATED UNTIL
ADVISED OTHERWISE.
SECTION 505
RETURN AND SUCTION FITTINGS
505.1 Return fittings. Return fittings shall be provided and
arranged to facilitate a uniform circulation of water and main-
tain a uniform sanitizer residual throughout the entire spa or
exercise spa.
505.2 Suction fittings. Suction fittings shall be in accordance
with Sections 505.2.1 through 505.2.4.
505.2.1 Testing and certification. Suction fittings shall
be listed and labeled in accordance with APSP 16.
505.2.2 Installation. Suction fittings shall be sized and
installed in accordance with the manufacturer's specifica-
tions. Spas and exercise spas shall not be used or operated
if the suction outlet cover is missing, damaged, broken or
loose.
505.2.3 Outlets per pump. Suction fittings shall be pro-
vided in accordance with Section 310.
505.2.4 Submerged vacuum fittings. Submerged vacuum
fittings shall be in accordance with Section 310.
SECTION 506
HEATER AND TEMPERATURE REQUIREMENTS
506.1 General. This section pertains to fuel -fired and electric
appliances used for heating spa or exercise spa water.
506.2 Water temperature controls. Components provided
for water temperature controls shall be suitable for the
intended application.
506.2.1 Water temperature regulating controls. Water
temperature regulating controls shall comply with UL 873
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PUBLIC SPAS AND PUBLIC EXERCISE SPAS
or UL 372. A means shall be provided to indicate the
water temperature in the spa.
Exception: Water temperature regulating controls that
are integral to the heating appliance and listed in accor-
dance with the applicable end use appliance standard.
506.2.2 Water temperature limiting controls. Water
temperature limiting controls shall comply with UL 873 or
UL 372. Water temperature at the heater return outlet shall
not exceed 140°F (60°C).
SECTION 507
WATER SUPPLY
507.1 Water temperature. The temperature of the incoming
makeup water shall not exceed 1040F (400C).
SECTION 508
SANITIZING, OXIDATION EQUIPMENT
AND CHEMICAL FEEDERS
508.1 Automatic controllers. Where an automatic controller
is installed on a spa or hot tub for public use, the controller
shall be installed with an automatic pH and an oxidation
reduction potential controller listed and labeled in compli-
ance with NSF 50.
SECTION 509
SAFETY FEATURES
509.1 Instructions and safety signs. Instructions and safety
signage shall comply with the requirements of the local juris-
diction. In the absence of local requirements, safety signs and
instructions shall comply with UL 1563 or CSA C22.2 No.
218.1.
509.2 Operational signs. Operational signs shall include, but
not be limited to, the following messages as required by the
local jurisdiction:
1. Do not allow the use of or operate spa if the suction
outlet cover is missing, damaged or loose.
2. Check spa temperature before each use. Do not enter
the spa if the temperature is above 104°F (40°C).
3. Keep breakable objects out of the spa area.
4. Spa shall not be operated during severe weather condi-
tions.
5. Never place electrical appliances within 5 feet (1524
mm) of the spa.
6. No diving.
509.3 Depth markers. Public spas shall have permanent
depth markers with numbers not less than 4 inches (102 mm)
in height that are plainly and conspicuously visible from
obvious points of entry and in conformance to this section.
509.3.1 Number. There shall be not less than two depth
markers for each spa, regardless of spa size or shape.
509.3.2 Spacing. Depth markers shall be spaced at not
more than 25-foot (7620 mm) intervals and shall be uni-
formly located around the perimeter of the spa.
509.3.3 Marking. Spas and exercise spas shall have the
maximum water depth clearly marked on the required sur-
faces and such markers shall be positioned on the deck
within 18 inches (457 nun) of the design waterline. Depth
markers shall be positioned to be read while standing on
the deck facing the water.
509.3.4 Slip resistant. Depth markers in or on the deck
surfaces shall be slip resistant.
509.4 Clock. Public facilities shall have a clock that is visible
to spa users.
32 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE®
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CHAPTER 6
AQUATIC RECREATION FACILITIES
User note:
About this chapter: Chapter 6 covers facilities commonly known as water parks. Such facilities can have a variety of pools ranging from zero
depth entry wave pools to lazy rivers. This chapter includes requirements for floor slopes, steps, marking, signage, circulation systems, hand-
holds and swimouts.
SECTION 601
GENERAL
601.1 Scope. This chapter covers public pools and water con-
tainment systems used for aquatic recreation. This chapter
provides specifications for the design, equipment, operation,
signs, installation, sanitation, new construction, and rehabili-
tation of public pools for aquatic play. This chapter covers
Class D-I through Class D-6 public pools whether they are
provided as stand-alone attractions or in various combina-
tions in a composite attraction.
601.2 Combinations. Where combinations of Class D-1
through Class D-6 pools exist within a facility, each element
in the facility shall comply with the applicable code sections
as if the element functioned as a part of a freestanding pool of
Class D-I through Class D-6.
601.3 General. In addition to the requirements of this chap-
ter, aquatic recreation facilities shall comply with the require-
ments of Chapter 3.
SECTION 602
FLOORS
602.1 Floor slope. In water depths of less than 5 feet (1524
mm), the floor slope shall be not greater than I unit vertical in
12 units horizontal (8.3-percent slope) except where the func-
tion of the attraction requires greater slopes in limited areas.
Exception: The slope of the floor in Class D-3 pools shall
not exceed 1 unit vertical in 7 units horizontal (I4-percent
slope).
SECTION 603
MARKINGS AND INDICATORS
603.1 Markings. Markings in areas of deep water shall com-
ply with Section 409.2 except where the function of the pool
dictates otherwise.
603.2 Class D-2 pools. Where a Class D-2 pool has a bather -
accessible depth greater than 4'/z feet (1372 mm), the floor
shall have a distinctive marking at the 4'/, feet (1372 mm)
water depth.
603.3 Shallow -to -deep -end rope and float line. Where a
pool has a water depth ranging from less than 5 feet (1524
mm) to greater than 5 feet (1524 mm), a rope and float line
shall be located i foot (305 mm) horizontally from the 5-foot
(1524 turn) depth location, toward the shallow end of the
pool.
603.4 Nozzles. Pools having nonflush propulsion nozzles in
the floor shall have a distinctive marking at the location of
such nozzles.
SECTION 604
CIRCULATION SYSTEMS
604.1 General. A circulation system consisting of pumps,
piping, return inlets and suction outlets, filters, and other nec-
essary equipment shall be provided for complete circulation
of water with the pool.
604.2 Turnover. Circulation system equipment shall be
designed to turn over 100 percent of the nominal pool water
volume in the amount of time specified in Table 604.2. The
TABLE 604.2
TURNOVER TIME
CLASS OF POOL
MAXIMUM TURNOVER TIME'
(hours)
D-1
2
D-2 with less than 24 inches water depth
l
D-2 with 24 inches or greater water depth
2
D-3
1
D-4
2
D-5
I
D-6
1
For SC I inch — 25.4 mm.
a. Pools with a sand bottom require a 1-hour turnover time.
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AQUATIC RECREATION FACILITIES
system shall be designed to give the required turnover time
based on the manufacturer's recommended maximum pres-
sure and flow of the filter in clean media condition.
604.2.1 24-hour circulation required. Circulation sys-
tems shall circulate treated and filtered water for 24 hours
a day.
604.2.2 Reduced circulation rate. The circulation rate
shall be permitted to be reduced during periods that the
pool is closed for use provided that acceptable water clar-
ity conditions are met prior to reopening the pool for pub-
lic use. The reduced circulation rate shall not be zero.
604.3 Surface skimming systems. Surface skimming sys-
tems shall be in accordance with Table 604.3.
604.3.1 Class D-5 pool skimmers. The installation of
skimmers in the side areas of Class D-5 pools shall be pro-
hibited.
SECTION 605
HANDHOLDS AND ROPES
605.1 Handholds. Handholds shall be provided in accor-
dance with Section 323.
Exception: Handholds shall not be provided for wave
action and action rivers.
605.2 Rope and float line. A rope and float line shall be pro-
vided for all of the following situations:
1. Separation of activity areas.
2. Identification of a break in floor slope at water depths
of less than 5 feet (1524 mm).
3. Identification of a water depth greater than 41/2 feet
(1372 mm) in constant floor slope in Class D-2 pools.
Exception: Class D-1 pools or any other pool where the
designer indicates that such a line is not required or that
the line would constitute a hazard.
605.2.1 Location. The rope and float line shall be located
1 foot (305 mm) toward the shallow end in each location.
605.3 Caisson wall rope and float line. For Class D-1 pools,
a rope and float line shall be installed to restrict bather access
to the wave pool caisson wall. The location of the rope and
float line shall be in accordance with the wave equipment
manufacturer's instructions.
605.4 Fastening. Rope and float lines shall be securely fas-
tened to wall anchors made of corrosion -resistant materials.
Wall anchors shall be of the recessed type and shall not have
projections that will constitute a hazard when the rope and
float line is removed.
605.5 Size. Rope and float lines shall be not less than 5/8 inch
(15.9 mm) in diameter and shall be made of polypropylene
material.
SECTION 606
DEPTHS
606.1 Class D-6 depth. The captured or standing water depth
in Class D-6 pools shall be not greater than 12 inches (305
mm).
606.2 Spray pools. The water depths in spray pools shall be
not greater than 6 inches (152 mm).
SECTION 607
BARRIERS
607.1 Barriers. Multiple pools and spas within a single com-
plex shall be permitted without barriers where a barrier sepa-
rates the single complex from the surrounding property in
accordance with Section 305.
SECTION 608
NUMBER OF OCCUPANTS
608.1 Occupant load. The occupant load for the pools or
spas in the facility shall be calculated in accordance with
Table 608.1. The occupant load shall be the combined total of
the number of users based on the pool or spa water surface
TABLE 604.3
SURFACE SKIMMING SYSTEMS
CLASS OF POOL
SURFACE SKIMMING SYSTEM
D-I
Zero -depth trench located at static water level or other skimming systems
D-2
Auto skimmer, zero -depth trench or gutters
D-3
Auto skimmer, zero -depth trench or perimeter device
D-4
Single or multiple skimmer devices for skimming flow
D-5
Skimmers prohibited in side area
D-6
Auto skimmer, zero -depth trench, or gutter
TABLE 608.1
OCCUPANTLOAD
SHALLOW OR
DEEP AREA
DIVING AREA
DECK AREA
WADING AREAS
(NOT INCLUDING THE DIVING AREA)
(PER EACH DIVING BOARD)
Vessel water surface area
8 sq. ft. per user
10 sq. ft. per user
300 sq. ft. per user
—
Deck area
—
—
—
Tl user per 15 sq. ft.
For SI: 1 square foot = 0.0929 in'.
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area and the deck area surrounding the pool or spa. The deck
area occupant load shall be based on the occupant load calcu-
lated where a deck is provided or based on an assumed 4-
foot-wide (1219 mm) deck surrounding the entire perimeter
of the pool or spa, whichever is greater.
608.2 Facility capacity. For multiple pools and spas in a sin-
gle aquatic recreation facility, the total facility occupant
capacity shall not be limited by the number of occupants cal-
culated in accordance with Section 608.1.
SECTION 609
TOILET ROOMS AND BATHROOMS
609.1 General. Toilet and bath facilities shall be in accor-
dance with Sections 609.2 through 609.9.
609.2 Number of fixtures. Pools shall have toilet facilities
with the number of fixtures in accordance with Section
609.2.1 or 609.2.2.
609.2.1 Water area less than 7500 square feet. Facilities
that have less than 7500 gross square feet (697 mz) of
water area available for bather access shall have not less
than one water closet for males, one urinal for males, one
lavatory for males, one shower for males, two water clos-
ets for females, one lavatory for females and one shower
for females.
609.2.2 Water area 7500 square feet or more. Facilities
that have 7500 gross square feet (697 mz) or more of water
area available for bather access shall have not less than 0.7
water closet for males, one urinal for males, 0.85 lavatory
for males, one shower for males, two water closets for
females, one lavatory for females and one shower for
females for every 7500 square feet (697 m') or portion
thereof. Where the result of the fixture calculation is a por-
tion of a whole number, the result shall be rounded up to
the nearest whole number.
609.3 Showers. Showers shall be in accordance with Sec-
tions 609.3.1 through 609.3.5.
609.3.1 Deck shower. Not less than one and not more than
half of the total number of showers required by Section
609.2 shall be located on the deck of or at the entrance of
each pool.
609.3.2 Anti -scald device. Where heated water is pro-
vided to showers, the shower water supply shall be con-
trolled by an anti -scald device.
609.3.3 Water heater and mixing valve. Bather access to
water heaters and thermostatically controlled mixing
valves for showers shall be prohibited.
AQUATIC RECREATION FACILITIES
609.3.4 Flow rate. Each showerhead shall have a water
flow of not less than 2 gallons per minute (7.6 Ipn1).
609.3.5 Temperature. At each showerhead, the heated
shower water temperature shall be not less than 90°F
(32°C) and not greater than 120°F (49°C).
609.4 Soap dispensers. Soap dispensers shall be in accor-
dance with Sections 609.4.1 and 609.4.2.
609.4.1 Liquid or powder. Soap dispensers shall be pro-
vided in each toilet facility. Soap dispensers shall dispense
liquid or powdered soap. Reusable cake soap is prohibited.
609.4.2 Metal or plastic. Soap dispensers shall be made
of metal or plastic. Glass materials shall be prohibited.
609.5 Toilet tissue holder. A toilet paper holder shall be pro-
vided at each water closet.
609.6 Lavatory mirror. Where mirrors are provided, they
shall be shatter resistant.
609.7 Sanitary napkin receptacles. Sanitary napkin recepta-
cles shall be provided in each water closet compartment for
females and in the area of the showers for female use only.
609.8 Sanitary napkin dispensers. A sanitary napkin dis-
penser shall be provided in each toilet facility for females.
609.9 Infant care. Baby -changing tables shall be provided in
toilet facilities having two or more water closets.
SECTION 610
SPECIAL FEATURES
610.1 Locations. Entry and exit locations shall be in accor-
dance with Table 610.1. The primary means of entry and exit
shall consist of ramps, beach entries, pool stairs, or ladders.
610.2 Secondary entry and exit means. Where secondary
means of entry and exit are provided, they shall consist of one
of the following:
I. Steps.
2. Stairs.
3. Ladders with grab rails.
4. Recessed treads.
5. Ramps.
6. Beach entries.
7. Swimouts.
8. Designs that provide the minimum utility as specified
in this code.
610.3 Provisions for diving. Where diving facilities are part
of the attraction or pool complex, entries, exits, pool stairs,
TABLE 610.1
ENTRY AND EXIT LOCATIONS
CLASS OF POOL
ENTRY AND EXIT LOCATIONS
D-1
Entry at beach end only; exit at beach end, sides or end wall
D-2
Entry and exit determined by the pool designer
D-3
Entry prohibited from deck areas; exit by ladders, steps or ramps as determined by pool designer
D-4
Entry and exit determined by the pool designer
D-5
Entry and exit determined by the pool designer
D-6
Entry and exit determined by the pool designer
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AQUATIC RECREATION FACILITIES
ladders, underwater benches, special features, and other
accessories shall be located outside of the minimum diving
water envelope in accordance with Figure 322.2.
610.4 Beach entry, zero -depth entry, and sloping entries.
The shallow end for beach entries and sloping entries shall be
in accordance with Sections 610.4.1 through 610.4.4 or the
regulations of the local jurisdiction.
610.4.1 Maximum entry slope. The slope of sloping
entries used as a pool entry shall not exceed 1 unit vertical
in 12 units horizontal (8.3-percent slope).
610.4.2 Benches. Where benches are used in conjunction
with sloping entries, the vertical riser height shall not
exceed 12 inches (305 mrn).
610.4.3 Steps. Where steps are used in conjunction with
sloping entries, all of the requirements of Section 610.5
shall apply.
610.4.4 Slip -resistant surfaces. Beach and sloping entry
walking surfaces at water depths up to 18 inches (457 mm)
shall be slip resistant.
610.5 Pool steps. The design and construction of steps for
stairs into the shallow end and recessed pool stairs shall be in
accordance with Sections 610.5.1 through 610.5.6.
610.5.1 Uniform height of 9 inches. Except for the bot-
tom riser, risers at the centerline shall have a maximum
uniform height of 9 inches (229 mm). The bottom riser
height shall be permitted to vary from the other risers.
610.5.2 Distance from coping or deck. The vertical dis-
tance from the pool coping, deck, or step surface to the
uppermost tread shall be not greater than 9 inches (229
mm).
610.5.3 Color to mark leading edge. The leading edge of
steps shall be distinguished by a color contrasting with the
color of the steps and the pool floor.
610.5.4 Stairs in water depths over 48 inches. Stairs that
are located in water depths greater than 48 inches (1219
mm) shall have the lowest tread located below the deck at
a distance of not less than 48 inches (12 19 mm) below the
deck.
610.5.5 Tread horizontal depth. Treads shall have an
unobstructed horizontal depth of not less than 11 inches
(279 mm).
610.5.6 Tread surface area. Treads shall have an unob-
structed surface area of not less than 240 square inches
(.017 m-).
610.6 Swimouts. Swimouts shall be located completely out-
side of the water current or wave action of the pool or spa and
can be located in shallow or deep areas of water.
610.6.1 Surface area. An unobstructed surface equal to or
greater than that required for the top tread of the pool
stairs shall be provided in accordance with Sections
610.5.5 and 610.5.6.
610.6.2 Step required. Where a swimout is used as an
entry and exit access point, it shall be provided with a step
that meets the pool stair requirements (see Section 610.5).
610.6.3 Maximum depth. The horizontal surface of a
swimout shall be not greater than 20 inches (508 mm)
below the waterline.
610.6.4 Color marking. The leading edge of a swimout
shall be visually set apart by a stripe having a width of not
less than 'I, inch (19 mm) and not greater than 2 inches (51
mm). The stripe shall be of a contrasting color to the adja-
cent surfaces.
610.7 Underwater seats and benches. Underwater seats and
benches shall comply with this section.
610.7.1 Prohibited location. Underwater seats shall not
be located in the diving water envelope.
610.7.2 Surface dimensions. Underwater seats shall have
an unobstructed surface dimension of not less than 10
inches (254 mm) measured front to back and not less than
24 inches (610 mm) in width.
610.7.3 Not an entry or exit. Underwater seats and
benches shall not be used as an entry or exit for a pool but
can be located in shallow or deep areas of water.
610.7.4 Depth. The horizontal surface of seats and
benches shall be not greater than 20 inches (508 mm)
below the waterline.
610.7.5 Color marking. The leading edge of seats and
benches shall be visually set apart by a stripe having a
width not less than'/, inch (19 mm) and not greater than 2
inches (51 mm). The stripe shall be of a contrasting color
to the adjacent surfaces.
610.7.6 Slip resistant. The top surface of seats and
benches shall be slip resistant.
610.8 Objects permitted. The design, construction, and
operation of decorative objects and structures intended for
climbing, walking, and hanging on by a bather are not cov-
ered by this code.
610.8.1 Floating devices. Floating devices not intended to
be mobile shall be anchored in a manner to restrict move-
ment to the range established by the designer. The anchor-
ing of such floating devices shall be configured to
minimize the possibility of entrapment of bathers, bodies,
hair, limbs, and appendages should they come in contact
with any element of the floating device or its anchors.
SECTION 611
SIGNAGE
611.1 Posting of signs. Signs stating rules, instructions, and
warnings shall be posted. Signs for suction entrapment warn-
ing in accordance with Section 310 shall be posted. Signs
shall be placed so that they squarely face approaching traffic.
The center of the message panel shall be located not less than
66 inches (1676 rnm) above the walking surface.
611.2 Prohibited mounting. Signs shall not be mounted on
fences and gates alongside of guest walkways and staircases.
611.3 Message delivery. Messages delivered on signs shall
comply with all of the following:
I. Messages shall be pertinent to the activity being per-
formed or to be performed.
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AQUATIC RECREATION FACILITIES
2. Messages shall be specific by providing details about
the activity.
3. Messages shall be short and concise.
4. Messages shall be direct without humor or embellish-
ments.
611.4 Text font and size. The message text shall be in a
clear, bold font such as Arial. The character height shall be
proportional to I inch (25 mm) for 10 feet (3048 mm) of
intended viewing distance but not less than l inch (25 mm).
611.5 Distinct sign classes. Facility signs shall be catego-
rized into four sign classes in accordance with Sections
61 1.5.1 through 61 1.5.4.
611.5.1 General information. General information signs
shall be posted facility -wide and shall not be attraction
specific.
611.5.2 Directional signs. Directional signs shall identify
the location of services and attractions in the park and
shall include directional arrows. Directional signs shall be
posted at various crossroads in the facility.
611.5.3 Rule signs. Rule signs shall inform guests of the
qualifications that they must meet to allow them to partici-
pate on a specific ride or attraction. Rules shall include,
but are not limited to, limits for weight and height, proper
attire and ride (and ride vehicle) stipulations. Rule signs
shall be located at a point where the guests make the initial
commitment to participate on the ride.
611.5.4 Instructional signs. Instructional signs shall
inform guests of specific instructions for the use of the
ride. Instructions shall include, but are not limited to, rid-
ing posture, prohibited activity, and user exit requirements
at the ride termination. Instructional signs shall be located
along the queue approaching the ride dispatch area.
611.6 Materials. Sign panels shall be durable for the weather
conditions and shall be resistant to damage from guests. The
message surface shall be clean and smooth and shall readily
accept paint or precut lettering adhesives.
611.7 Shape and size consistency. The panel shape and size
for each class of signs shall be the same. Where the total mes-
sage to be indicated is larger than what can be placed on one
sign, multiple signs of the same size shall be used to display
the message.
611.8 Pictograms. Pictograms shall always be accompanied
by text indicating the same message. Pictograms shall be
designed to illustrate one clear and specific meaning to all
individuals.
611.9 Theming or artwork. Theming or artwork applied to
signs shall not invade the message panel. Signs shall have a
distinct border.
611.10 Shallow water. Safety signs shall be in accordance
with Section 412.
611.11 Cold water. Where a pool could have a water tem-
perature below 70°F (21°C), a cold water warning sign shall
be posted at the point of entry to the pool or at the attraction
using such water.
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CHAPTER 7
ONGROUND STORABLE RESIDENTIAL SWIMMING POOLS
User note:
About this chapter. Chapter 7 concerns residential portable pools also known as onground storable residential swimming pools. These
pools are manufactured for assembly on the site. The chapter's regulations include those for floorslopes, entry barrier methods, decks, stairs,
safety signage and circulation systems.
SECTION 701
GENERAL
701.1 Scope. This chapter describes certain criteria for the
design, manufacturing, and testing of onground storable
pools intended for residential use. This includes portable
pools with flexible or nonrigid side walls that achieve their
structural integrity by means of uniform shape, support frame
or a combination thereof, and that can be disassembled for
storage or relocation. This chapter includes what has been
commonly referred to in past standards or codes as onground
or above -ground pools.
701.1.1 Permanent inground residential swimming
pool. This chapter does not apply to permanent inground
residential pools, as defined in Chapter 8.
701.2 General. In addition to the requirements of this chap-
ter, onground storable residential swimming pools shall com-
ply with the requirements of Chapter 3.
701.3 Floor slopes. Floor slopes shall be uniform and in
accordance with Sections 701.3.1 through 701.3.4.
701.3.1 Shallow end. The slope of the floor from the shal-
low end wall towards the deep area shall not exceed I unit
vertical in 7 units horizontal (14-percent slope) to the point
of the first slope change.
701.3.2 Transition. The slope of the floor from the point
of the first slope change towards the deepest point shall
not exceed 1 unit vertical in 3 units horizontal (33-percent
slope).
701.3.3 Adjacent. The slope adjacent to the shallow area
shall not exceed 1 unit vertical in 3 units horizontal (33-
percent slope) and the slope adjacent to the side walls shall
not exceed 1 unit vertical in I unit horizontal (100-percent
slope).
701.3.4 Change point. The point of the first slope change
shall be defined as the point at which the shallow area
slope exceeds 1 unit vertical in 7 units horizontal (14-per-
cent slope) and is not less than 6 feet (1889 nim) from the
shallow end wall of the pool.
701.4 Identification. For onground storable residential pools
with a vinyl liner, the manufacturer's name and the liner iden-
tification number shall be affixed to the liner. For onground
storable residential pools without a liner, the manufacturer's
name and identification number shall be affixed to the exte-
rior of the pool structure.
701.5 Installation. Onground storable pools shall be
installed in accordance with the manufacturer's instructions.
SECTION 702
LADDERS AND STAIRS
702.1 Ladders and stairs. Pools shall have a means of entry
and exit consisting of not less than one ladder or a ladder and
staircase combination.
702.2 Type A and Type B ladders. Type A, double access,
and Type B, limited access, A -frame ladders shall comply
with Sections 702.2.1 through 702.2.7. See Figure 702.2.
FIGURE 702.2
TYPICAL A -FRAME LADDER, TYPES A AND B
702.2.1 Barrier required. Ladders in the pool shall have
a physical barrier to prevent children from swimming
through the riser openings or behind the ladder.
Exception: Barriers for ladders shall not be required
where the ladder manufacturer provides a certification
statement that the ladder complies with the ladder
entrapment test requirements of APSP 4.
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ONGROUND STORABLE RESIDENTIAL SWIMMING POOLS
702.2.2 Platform. Where an A -frame ladder has a plat-
form between the handrails, the platform shall have a
width of not less than 12 inches (305 mm) and a length of
not less than 12 inches (305 mm). The platform shall be at
or above the highest ladder tread. The walking surface of
the platform shall be slip resistant.
702.2.3 Handrails or handholds. A -frame ladders shall
have two handrails or handholds that serve all treads. The
height of the handrails and handholds shall be not less than
20 inches (508 mm) above the platform or uppermost
tread, whichever is higher.
702.2.4 Diameter. The outside diameter of handrails and
handholds shall be not less than l inch (25 mm) and not
greater than 1.9 inches (48 mm).
702.2.5 Clear distance. The clear distance between ladder
handrails shall be not less than a space of 12 inches (305
mm).
702.2.6 Treads. Ladder treads shall have a horizontal uni-
form depth of not less than 2 inches (51 mm).
702.2.7 Riser height. Risers, other than the bottom riser,
shall be of uniform height that is not less than 7 inches
(178 mm) and not greater than 12 inches (305 mm). The
bottom riser height shall be not less than 7 inches (178
mm) and not greater than 12 inches (305 mm). The verti-
cal distance from the platform or top of the pool structure
to the uppermost tread shall be the same as the uniform
riser heights.
702.3 Type C staircase ladders (ground to deck). Type C
staircase ladders shall comply with Sections 702.3.1 through
702.3.6. See Figure 702.3.
FIGURE 702.3
TYPICAL STAIRCASE LADDER, TYPE C
702.3.1 Handrails or handholds. Staircase ladders shall
have not less than two handrails or handholds that serve all
treads. The height of the handrails and handholds shall be
not less than 20 inches (508 mm) above the platform or
uppermost tread, whichever is higher.
702.3.2 Diameter. The outside diameter of handrails and
handholds shall be not less than 1 inch (25 mm) and not
greater than 1.9 inches (48 ►mm).
702.3.3 Treads. Ladder treads shall have a horizontal uni-
form depth of not less than 4 inches (102 mm).
702.3.4 Riser height. Risers, other than the bottom riser,
shall be of uniform height that is not less than 7 inches
(178 mm) and not greater than 12 inches (305 mm). The
bottom riser height shall be not less than 7 inches (178
mnm) and not greater than 12 inches (305 mm). The verti-
cal distance from the platform or top of the pool structure
to the uppermost tread shall be the same as the uniform
riser heights.
702.3.5 Top step. The top step of a staircase ladder shall
be flush with the deck or 7 inches (178 mm) to 12 inches
(305 mm) below the deck level.
702.3.6 Width. Steps shall have a minimum unobstructed
width of 19 inches (483 mm) between the side rails.
702.4 Type D in -pool ladders. Type D in -pool ladders shall
be in accordance with Sections 702.4.1 through 702.4.7. See
Figure 702.4.
FIGURE 702.4
TYPICAL IN -POOL LADDER, TYPE D
702.4.1 Clearance. There shall be a clearance of not less
than 3 inches (76 mm) and not greater than 6 inches (152
mm) between the pool wall and the ladder.
702.4.2 Handrails or handholds. Ladders shall be
equipped with two handrails or handholds that extend
above the platform or deck not less than 20 inches (508
mm).
702.4.3 Clear distance. The clear distance between ladder
handrails shall be not less than 12 inches (305 mm).
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702.4.4 Diameter. The outside diameter of handrails and
handholds shall be not less than 1 inch (25 mm) and not
greater than 1.9 inches (48 mm).
702.4.5 Riser height. Risers, other than the bottom riser,
shall be of uniform height that is not less than 7 inches
(178 mm) and not greater than 12 inches (305 mm). The
bottom riser height shall be not less than 7 inches (178
mm) and not greater than 12 inches (305 mm).
702.4.6 Top tread. The vertical distance from the pool
coping, deck, or step surface to the uppermost tread shall
be not less than 7 inches (178 mm) and not greater than 12
inches (305 mm) and uniform with other riser heights.
702.4.7 Tread depth. Ladder treads shall have a horizon-
tal uniform depth of not less than 2 inches (51 mm).
702.5 Type E protruding in -pool stairs. Type E protruding
in -pool stairs shall be in accordance with Sections 702.5.1
through 702.5.7. See Figure 702.5.
FIGURE 702.5
TYPICAL IN -POOL STAIRCASE, TYPES E AND F
702.5.1 Barrier required. In -pool stairs shall have a
physical barrier to prevent children from swimming
through the riser openings or behind the in -pool stairs.
702.5.2 Handrails or handholds. In -pool stairs shall be
equipped with not less than one handrail or handhold that
serves all treads with a height of not less than 20 inches
(508 mm) above the platform or uppermost tread, which-
ever is higher.
702.5.3 Removable handrails. Where handrails are
removable, they shall be installed such that they cannot be
removed without the use of tools.
702.5.4 Leading edge distance. The leading edge of
handrails shall be 18 inches (457 mm) f 3 inches (f 76
mm), horizontally from the vertical plane of the bottom
riser.
702.5.5 Diameter. The outside diameter of handrails and
handholds shall be not less than I inch (25 mm) and not
greater than 1.9 inches (48 mm).
ONGROUND STORABLE RESIDENTIAL SWIMMING POOLS
702.5.6 Tread width and depth. Treads shall have an
unobstructed horizontal depth of not less than 10 inches
(254 mm) and an unobstructed surface area of not less than
240 square inches (0.15 m'-).
702.5.7 Uniform riser height. Risers, other than the bot-
tom riser, shall be of uniform height that is not less than 7
inches (178 mm) and not greater than 12 inches (305 mm).
The bottom riser height shall be not less than 7 inches (178
mm) and not greater than 12 inches (305 mm). The verti-
cal distance from the pool coping, deck or step surface to
the uppermost tread of the stairs shall be the same as the
uniform riser heights.
702.6 Type F recessed in -pool stairs. Type F recessed in -
pool stairs shall be in accordance with Sections 702.6.1
through 702.6.7. See Figure 702.5.
702.6.1 Barrier required. In -pool stairs shall have a
physical barrier to prevent children from swimming
through the riser openings or behind the in -pool stairs.
702.6.2 Handrails or handholds. In -pool stairs shall be
equipped with not less than one handrail or handhold that
serves all treads with a height of not less than 20 inches
(508 min) above the platform or uppermost tread, which-
ever is higher.
702.6.3 Removable handrails. Where handrails are
removable, they shall be installed such that they cannot be
removed without the use of tools.
702.6.4 Leading edge distance. The leading edge of
handrails shall be 18 inches (457 mm) f 3 inches (f 76
mm), horizontally from the vertical plane of the bottom
riser.
702.6.5 Diameter. The outside diameter of handrails and
handholds shall be not less than 1 inch (25 mm) and not
greater than 1.9 inches (48 mm).
702.6.6 Tread width and depth. Treads shall have an
unobstructed horizontal depth of not less than 10 inches
(254 mm) at all points and an unobstructed surface area of
not less than 240 square inches (0.15 m').
702.6.7 Uniform riser height. Risers, other than the bot-
tom riser, shall be of uniform height that is not less than 7
inches (178 mm) and not greater than 12 inches (305 mm).
The bottom riser height shall be not less than 7 inches (I78
mm) and not greater than 12 inches (305 mm). The verti-
cal distance from the pool coping, deck or step surface to
the uppermost tread of the stairs shall be the same as the
uniform riser heights.
SECTION 703
DECKS
703.1 General. Decks provided by the pool manufacturer
shall be installed in accordance with the manufacturer's
instructions. Decks fabricated on -site shall be in accordance
with the International Residential Code.
703.2 Cantilevered. The top surface of a cantilevered deck
shall be not greater than 1 inch (25 min) higher than the top of
the pool wall. See Figure 703.4. The top surface of a noncan-
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ONGROUND STORABLE RESIDENTIAL SWIMMING POOLS
tilevered deck shall be not higher than the top of the pool
wall.
703.3 No gaps. Decks that are installed flush with the top rail
of the pool shall have all gap openings between the deck and
top rails closed -off or capped.
703.4 Extension over pool. Where a deck extends inside the
top rail of the pool, it shall extend not more than 3 inches (76
mm) beyond the inside of the top rail of the pool in accor-
dance with Figure 703.4 and shall have a smooth finish.
DECK SURFACES r 5 INCHES MIN1
INCH MAX
POOL WALL STRUCTURE
�-3 INCHES MAX
For Sl: 1 inch = 25.4 nun.
FIGURE 703.4
TYPICAL CANTILEVERED DECK SUPPORT
703.5 Slip resistant. The deck walking surface shall be slip
resistant.
703.6 Walk -around decks. Walk -around decks shall have a
level walking surface of not less than 15 inches (381 min) in
width, as measured from the inside edge of the pool top rail to
the outside of the pool walk -around. See Figure 703.6.
DECK
SURFACE—_,_�-15 INCHES MIN-1
POOL WALL STRUCTURE
For SL I inch = 25.4 mm.
FIGURE 703.6
WALK -AROUND DECK WIDTH
SECTION 704
CIRCULATION SYSTEM
704.1 General. A circulation system consisting of pumps,
hoses, tubing, piping, return inlets, suction outlets, filters and
other related equipment that provides for the circulation of
water throughout the pool shall be located so that such items
cannot be used by young children as a means of access to the
pool.
704.2 Installation and support. Circulation equipment shall
be installed, mounted and supported in accordance with the
manufacturer's instructions.
704.3 Draining the system. In climates subject to freezing,
circulation system equipment shall be designed and fabri-
cated to drain the pool water from the equipment and exposed
piping, by removal of drain plugs and manipulating valves or
by other methods in accordance with the manufacturer's
instructions.
704.4 Turnover. A pump including a motor shall be pro-
vided for circulation of the pool water. The equipment shall
be sized to provide a turnover of the pool water not less than
once every 12 hours. The system shall be designed to provide
the required turnover rate based on the manufacturer's speci-
fied maximum flow rate of the filter, with a clean media con-
dition of the filter. The system flow shall not exceed the filter
manufacturer's maximum filter flow rate.
704.5 Piping and fittings. The process piping of the circula-
tion system, including but not limited to hoses, tubing, pip-
ing, and fittings, shall be made of nontoxic material and shall
be capable of withstanding an internal pressure of not less
than I V, times the rated pressure of the punp. Piping on the
suction side of the pump shall not collapse when flow into
such piping is blocked.
704.6 Filters. Pressure -type filters shall have an automatic
internal means or a manual external means to relieve accumu-
lated air pressure inside the filter tank. Filter tanks composed
of upper and lower tank lids that are held in place by a perim-
eter clamp shall have a perimeter clamp that provides for a
slow and safe release of air pressure before the clamp disen-
gages the lids.
704.6.1 Automatic internal air relief. Filter tanks incor-
porating an automatic internal air relief as the principal
means of air release shall be designed with a means to pro-
vide for a slow and safe release of pressure.
704.6.2 Separation tank. A separation tank used in con-
junction with a filter tank shall have a manual air release
or the tank shall be designed to provide for a slow and safe
release of pressure when the tank is opened.
704.7 Pumps. Pool pumps shall be tested and certified by a
nationally recognized testing laboratory in accordance with
UL 1081.
704.7.1 Cleanable strainer. Where a pressure -type filter
is installed, a cleanable strainer or screen that captures
materials such as solids, debris, hair and lint shall be pro-
vided upstream of the circulation pump.
704.7.2 .Accessible pumps and motors. Pumps and
motors shall be accessible for inspection and service in
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accordance with the pump and motor manufacturer's
instructions.
704.7.3 Pump shutoff valves. An accessible means of
shut off of the suction and discharge piping for the pump
shall be provided for maintenance and removal of the
pump.
704.8 Outlets and return inlets. Outlets or suction outlets
and return inlets shall be provided and arranged to produce
uniform circulation of water so that sanitizer residual is main-
tained throughout the pool. Where installed, submerged suc-
tion outlets shall conform to APSP 16.
704.9 Surface skimmer systems. The surface skimming sys-
tem provided shall be designed and constructed to skim the
pool surface where the water level is maintained between the
minimum and maximum fill level of the pool.
704.9.1 Coverage where used as a sole outlet. Where
surface skimmers are used as the only pool water outlet
system, not less than one skimmer shall be provided for
each 800 square feet (74.3 m'), or fraction thereof, of the
water surface area.
704.9.2 Coverage where used in combination with
other outlets. Where surface skimmers are not the only
outlet for pool water, they shall be considered to cover
only that fraction of the 800 square feet (74.3 n12).
704.9.3 Location and venting. Skimmers shall be
equipped with a vent that serves as a vacuum break.
SECTION 705
SAFETY SIGNS
705.1. Signs to be installed prior to final inspection. Safety
signage such as "NO DIVING" signs and other safe use
instruction signs that are provided by the pool and ladder
manufacturer shall be posted in accordance with the manu-
facturer's instructions prior to final inspection.
705.2 Safety signs for ladders. Safety signage for ladders
shall be in accordance with Sections 705.2.1 through
705.2.3.2.
705.2.1 A -frame ladders. Safety signage for A -frame lad-
ders shall be in accordance with Sections 705.2.1.1
through 705.2.1.4.1. The words on the signage shall be
readable by persons standing in the pool and standing out-
side of the pool as applicable for the required location of
each sign.
705.2.1.1 No diving warning. A -frame ladders shall
have the following words posted on the in -pool side of
the ladder and on the pool entry side of the ladder: "NO
DIVING." The location of the words shall be above the
elevation of the design water level of the pool.
705.2.1.2 Entrapment warning. A -frame ladders shall
have the following words posted on the pool side of the
ladder: "TO PREVENT ENTRAPMENT OR
DROWNING DO NOT SWIM THROUGH, BEHIND,
OR AROUND LADDER"
705.2.1.3 Type A, A -frame ladders. Type A double
access A -frame ladders shall have the following words
ONGROUND STORABLE RESIDENTIAL SWIMMING POOLS
posted on the ladder: "REMOVE AND SECURE
LADDER WHEN POOL IS NOT OCCUPIED."
705.2.1.4 Type B, A -frame ladders. Type B limited
access A -frame ladders shall have the following words
posted on the ladder: "SECURE LADDER WHEN
POOL IS NOT OCCUPIED."
705.2.1.4.1 Swing up or slide up secured ladders.
Type B limited access A -frame ladders that utilize
swing -up or slide -up sections for limiting access to
the pool shall have the following words posted on
the ladder as applicable for the type of securing
method:
1. "WHEN POOL IS NOT OCCUPIED,
SWING UP AND SECURE."
2. "WHEN POOL IS NOT OCCUPIED, LIFT
OFF."
3. "WHEN POOL IS NOT OCCUPIED, SLIDE
UP AND SECURE."
705.2.2 Type C staircase ladders. Type C staircase lad-
ders that swing up to limit access to the pool or that are
removed to limit access to the pool shall have the follow-
ing words posted on the ladder: "WHEN NOT IN USE
SWING UP AND SECURE OR REMOVE."
705.2.3 Type D in -pool ladder. Safety signage for Type
D in -pool ladders shall be in accordance with Sections
705.2.3.1 and 705.2.3.2. The words on the signage shall be
readable by persons standing in the pool or standing out-
side the pool as applicable for the required location of each
sign.
705.2.3.1 No diving warning. Type D in -pool ladders
shall have the following words posted on the in -pool
side of the ladder and on the pool entry side of the lad-
der: "NO DIVING." The location of the words shall be
above the elevation of the design water level of the
pool.
705.2.3.2 Entrapment warning. Type D in -pool lad-
ders shall have the following words posted on the lad-
der: "WARNING: TO PREVENT ENTRAPMENT OR
DROWNING, DO NOT SWIM THROUGH,
BEHIND, OR AROUND LADDER."
2018 INTERNATIONAL SWIMMING POOL AND SPA CODE" 43
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CHAPTER 8
PERMANENT INGROUND RESIDENTIAL SWIMMING POOLS
User note:
About this chapter. Permanent inground residential swimming pools am regulated by Chapter 8. Where diving boards are present this chapter
provides information regarding the minimum diving water dimensions. Requirements for means of entry and exit, decks and circulation systems are
provided. Special features of these pools such as beach entries, swimouts, diving rocks and architectural features are also regulated by this chapter.
SECTION 801
GENERAL
801.1 Scope. The provisions of this chapter shall govern per-
manent inground residential swimming pools. Permanent
inground residential swimming pools shall include pools that
are partially or entirely above grade. This chapter does not
cover pools that are specifically manufactured for above-
ground use and that are capable of being disassembled and
stored. This chapter covers new construction, modification
and repair of inground residential swimming pools.
801.2 General. Permanent inground residential pools shall
comply with the requirements of Chapter 3.
SECTION 802
DESIGN
802.1 Materials of components and accessories. The mate-
rials of components and accessories used for permanent
inground residential swimming pools shall be suitable for the
environment in which they are installed. The materials shall
be capable of fulfilling the design, installation and the
intended use requirements in the International Residential
Code.
802.2 Structural design. The structural design and materials
shall be in accordance with the International Residential
Code.
SECTION 803
CONSTRUCTION TOLERANCES
803.1 Construction tolerances. The construction tolerance
for dimensions for the overall length, width and depth of the
pool shall be 13 inches (76 mm). The construction tolerance
for all other dimensions shall be f 2 inches (51 mm), unless
otherwise specified by the design engineer.
SECTION 804
DIVING WATER ENVELOPES
804.1 General. The minimum diving water envelopes shall
be in accordance with Table 804.1 and Figure 804.1. Nega-
tive construction tolerances shall not be applied to the dimen-
sions of the minimum diving water envelopes given in Table
804.1.
SECTION 805
WALLS
805.1 General. Walls in the shallow area and deep area of the
pool shall have a wall -to -floor transition point that is not less
than 33 inches (838 mm) below the design waterline. Above
the transition point, the walls shall be within 11 degrees (0.19
rad) of vertical.
SECTION 806
OFFSET LEDGES
806.1 Maximum width. Offset ledges shall be not greater
than 8 inches (203 mm) in width.
806.2 Reduced width required. Where an offset ledge is
located less than 42 inches (1067 mm) below the design
waterline, the width of such ledge shall be proportionately
less than 8 inches (203 mm) in width so as to fall within 11
degrees of vertical as measured from the top of the design
waterline.
TABLE 804.1
MININUM DIVING WATER ENVELOPE FOR SWIMMING POOLS DESIGNATED TYPES I-V"
POOL
TYPE
MINIMUM DEPTHS AT POINT
FEET -INCHES
MINIMUM WIDTHS AT POINT
FEET -INCHES
MINIMUM LENGTHS BETWEEN POINTS
FEET -INCHES
A
B
C
D
A
B
C
D
WA
AS
BC
CD
DE
WE
1
6-0
7-6
5-0
2-9
10-0
12-0
10-0
8-0
1-6
7-0
7-6
Note a
6-0
28-9
11
6-0
7-6
5-0
2-9
12-0
15-0
12-0
8-0
1-6
7-0
7-6
Note a
6-0
28-9
6-10
8-0
5-0
2-9
12-0
15-0
12-0
8-0
2-0
7-6
9-0
Note a
6-0
31-3
qVIII
IV
7-8
8-0
5-0
2-9
15-0
18-0
15-0
9-0
2-6
8-0
10-6
1 Note a
6-0
31-3
8-6
9-0
5-0
2-9
15-0
18-0
15-0
9-0
3-0
9-0
12-0
Note a
6-0
36-9
For SI: I inch = 25.4 mm, I foot = 304.8 mm.
a. The minimum length between points C and D varies based on water depth at point D and the floor slope between points C and D.
b. See Figure 804. l for location of points.
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PERMANENT INGROUND RESIDENTIAL SWIMMING POOLS
SECTION 807
POOL FLOORS
807.1 Floor slopes. Floor slopes shall be in accordance with
Sections 807.1.1 through 807.1.3.
807.1.1 Shallow end. The slope of the floor from the begin-
ning of the shallow end to the deep area floor slope transi-
tion point, indicated in Figure 804.1 as Point E to Point D,
shall not exceed 1 unit vertical in 7 units horizontal.
807.1.2 Shallow to deep transition. The shallow to deep
area floor slope transition point, indicated in Figure 804.1
"It
Vv
as Point D, shall occur at a depth not less than 33 inches
(838 mm) below the design waterline and at a point not
less than 6 feet (1829 mm) from the beginning of the shal-
low end, indicated in Figure 804.1 as Point E, except as
specified in Section 809.7.
807.1.3 Deep end. The slope of the floor in the deep end,
indicated in Figure 804.1 as Point B to Point D, shall not
exceed a slope of 1 unit vertical in 3 units horizontal (33-
percent slope).
MINIMUM WATER SURFACE SHAPE - PLAN VIEW
WA �—ABBC CD DE---�
WATERLINE I
>eg- A B C D
3
1�
STEEPEST
ALLOWABLE SLOPE
MINIMUM WATER DEPTHS - SECTION w-e
0
WATERLINE
SYMV
SECTION a -a
WATERLINE
It 2�
SYM
SECTION c-c 2'-3" R (MAX)
lQ
SECTION b-b
WATERLINE
SYM
6" R (MAX)
SECTION d-d
'-0"R
6" R (MAX)
For SI: I inch = 25.4 mm, 1 foot = 304.8 mm.
FIGURE 804.1
MINIMUM DIVING WATER ENVELOPE
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807.2 Shallow end water depths. The design water depth as
measured at the shallowest point in the shallow area shall be
not less than 33 inches (838 mm) and not greater than 4 feet
(1219 mm). Shallow areas designed in accordance with Sec-
tions 809.6, 809.7 and 809.8 shall be exempt from the mini-
mum depth requirement.
SECTION 808
DIVING EQUIPMENT
808.1 Manufactured and fabricated diving equipment.
Manufactured and fabricated diving equipment shall be in
accordance with this section. Manufactured and fabricated
diving equipment and appurtenances shall not be installed on
a Type O pool.
808.2 Manufactured diving equipment. Manufactured div-
ing equipment shall be designed for swimming pool use.
808.3 Installation. Where manufactured diving equipment is
installed, the installation shall be located in the deep area of
the pool so as to provide the minimum dimensions as shown
in Table 804.1 and shall be installed in accordance with the
manufacturer's instructions.
808.4 Labeling. Manufactured diving equipment shall have a
permanently affixed label indicating the manufacturer's name
and address, the date of manufacture, the minimum diving
envelope and the maximum weight limitation.
808.5 Slip resistant. Diving equipment shall have slip -resis-
tant walking surfaces.
808.6 Point A. For the application of Table 804.1, Point A
shall be the point from which all dimensions of width, length
and depth are established for the minimum diving water
envelope. If the tip of the diving board or diving platform is
located at a distance of WA or greater from the deep end wall
and the water depth at that location is equal to or greater than
the water depth requirement at Point A, then the point on the
water surface directly below the center of the tip of the diving
board or diving platform shall be identified as Point A.
808.7 Location of pool features in a diving pool. Where a
pool is designed for use with diving equipment, the location
of steps, pool stairs, ladders, underwater benches, special fea-
tures and other accessory items shall be outside of the mini-
mum diving water envelope as indicated in Figure 322.2.
808.8 Stationary diving platforms and diving rocks. Sta-
tionary diving platforms and diving rocks built on -site shall
be permitted to be flush with the wall and shall be located in
the diving area of the pool. Point A shall be in front of the
wall at the platform or diving rock centerline.
808.9 Location. The forward tip of manufactured or fabri-
cated diving equipment shall be located directly above Point
A as defined by Section 808.6.
808.10 Elevation. The maximum elevation of a diving board
above the design waterline shall be in accordance with the
manufacturer's instructions.
808.11 Minimum water envelope. Manufactured diving
equipment installation and use instructions shall be provided
by the diving equipment manufacturer and shall specify the
PERMANENT INGROUND RESIDENTIAL SWIMMING POOLS
minimum water dimensions required for each diving board
and diving stand combination. The board manufacturer shall
indicate the water envelope type by dimensionally relating
their products to Point A on the water envelopes as shown in
Figure 804.1 and Table 804.1. The board manufacturer shall
specify which boards fit on the design pool geometry types as
indicated in Table 804.1.
808.12 Platform height above waterline. The height of a
stationary diving platform or a diving rock above the design
waterline shall not exceed the dimensions in Table 808.12.
TABLE 808.12
DIVING PLATFORM OR APPURTENANCE
HEIGHT ABOVE DESIGN WATERLINE
POOL TYPE
HEIGHT INCHES
1
42
u
42
w
50
IV
60
V
69
For ST: I inch = 25.4 mm.
808.13 Headroom above the board. The diving equipment
manufacturer shall specify the mininwm headroom required
above the board tip.
SECTION 809
SPECIAL FEATURES
809.1 Slides. Slides shall be installed in accordance with the
manufacturer's instructions.
809.2 Entry and exit. Pools shall have a means of entry and
exit in all shallow areas where the design water depth of the
shallow area at the shallowest point exceeds 24 inches (610
mm). Entries and exits shall consist of one or a combination
of the following: steps, stairs, ladders, treads, ramps, beach
entries, underwater seats, benches, swimouts and other
approved designs. The means of entry and exit shall be I
located on the shallow side of the first slope change.
809.3 Secondary entries and exits. Where water depth in the
deep area of a pool exceeds 5 feet (1524 mm), a means of
entry and exit as indicated in Section 809.2 shall be provided
in the deep area of the pool.
Exception: Where the required placement of a means of
exit from the deep end of a pool would present a potential
hazard, handliolds shall be provided as an alternative for
the means of exit.
809.4 Over 30 feet in width. Pools over 30 feet (9144 mm)
in width at the deep area shall have an entry and exit on both
sides of the deep area of the pool.
809.5 Pool stairs. The design and construction of stairs into
the shallow end and recessed pool stairs shall conform to Sec-
tions 809.5.1 through 809.5.3.
809.5.1 Tread dimension and area. Treads shall have a
minimum unobstructed horizontal depth of 10 inches (254
mm) and a minimum unobstructed walking surface area of
240 square inches (0.15 m'-).
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PERMANENT INGROUND RESIDENTIAL SWIMMING POOLS
809.5.2 Riser heights. Risers, other than the top and bot-
tom riser, shall have a uniform height of not greater than
12 inches (305 mm). The top riser height shall be any
I dimension not exceeding 12 inches (305 mm) for the
width of the walking surface. The bottom riser height shall
be any dimension not exceeding 12 inches (305 rnm). The
top and bottom riser heights shall not be required to be
equal to each other or equal to the uniform riser height.
Riser heights shall be measured at the horizontal centerline
of the walking surface area.
809.5.3 Additional steps. In design water depths exceed-
ing 48 inches (1219 mm), additional steps shall not be
required.
809.6 Beach and sloping entries. The slope of beach and
sloping entries used as a pool entrance shall not exceed 1 unit
vertical in 7 units horizontal (14-percent slope).
809.7 Steps and sloping entries. Where steps and benches
are used in conjunction with sloping entries, the vertical riser
distance shall not exceed 12 inches (305 mm). For steps used
in conjunction with sloping entries, the requirements of Sec-
tion 809.6 shall apply.
809.8 Architectural features. Surfaces of architectural fea-
tures shall not be required to comply with the 1 unit vertical
in 7 units horizontal (14-percent slope) slope limitation.
809.9 Maximum depth. The horizontal surface of underwa-
ter seats, benches and swintouts shall be not greater than 20
inches (508 mm) below the design waterline.
SECTION 810
CIRCULATION SYSTEMS
810.1 Turnover rate. The circulation system equipment
shall be sized to provide a turnover of the pool water not less
than once every 12 hours. The system shall be designed to
provide the required turnover rate based on the manufac-
turer's specified maximum flow rate of the filter, with a clean
media condition of the filter.
810.2 Strainer required. Pressure filter systems shall be pro-
vided with a strainer located between the pool and the circu-
lation pump.
SECTION 811
SAFETY FEATURES
811.1 Rope and float. In pools where the point of first slope
break occurs, a rope and float assembly shall be installed
across the width of the pool. The rope assembly shall be
located not less than I foot (305 mm) and not greater than 2
feet (610 mm) towards the shallow side of the slope break.
Rope anchoring devices shall be permanently attached to the
pool wall, coping or deck. Rope ends shall attach to the rope
anchor devices so that the rope ends can be disconnected
from the rope anchor device.
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CHAPTER
PERMANENT RESIDENTIAL SPAS AND
PERMANENT RESIDENTIAL EXERCISE SPAS
User note:
About this chapter: Chapter 9 regulates permanent residential spas and exercise spas by reference to Chapter 5 and exempting certain sec-
tions of that chapter as those regulations are not needed for a residential setting.
SECTION 901
GENERAL
901.1 Scope. This chapter shall govern the design, installa-
tion, construction and repair of permanently installed residen-
tial spas and exercise spas intended for residential use.
901.2 General. Permanent residential spas and permanent
residential exercise spas shall comply with Chapter 5 except
that Sections 504.1, 504.1.1, 508.1 and 509 shall not apply.
Such spas shall comply with the requirements of Chapter 3.
SECTION 902
SAFETY FEATURES
902.1 Instructions and safety signage. Instructions and
safety signage shall comply with the manufacturer's recom-
mendations and the requirements of the local jurisdiction.
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CHAPTER 10
PORTABLE RESIDENTIAL SPAS AND
PORTABLE RESIDENTIAL EXERCISE SPAS
User note:
About this chapter: Chapter 10 regulates portable residential spas and exercise spas by requiring compliance with product standards.
SECTION 1001
GENERAL
1001.1 Scope. This chapter shall govern the installation,
alteration and repair of portable residential spas and portable
exercise spas intended for residential use.
1001.2 General. In addition to the requirements of this chap-
ter, portable residential spas and portable residential exer-
cise spas shall comply with the requirements of Chapter 3.
1001.3 Listing. Equipment and appliances shall be listed and
labeled, and installed as required by the terms of their
approval, in accordance with the conditions of the listing, the
manufacturer's instructions and this code. Manufacturer's
instructions shall be available on the job site at the time of
inspection.
1001.4 Certification. Factory -built portable spas and porta-
ble exercise spas installed in residential applications shall be
listed and labeled in compliance with UL 1563 or CSA C22.2
No. 218.1.
1001.5 Installation. Spa equipment shall be supported to pre-
vent damage from misalignment and settling in accordance
with the manufacturer's instructions.
1001.6 Access. Electrical components that require placement
or servicing shall be accessible.
1001.7 Instructions and safety signage. Instructions and
safety signage shall comply with UL 1563 or CSA C22 2 No.
218.1, the manufacturer's recommendations, and the require-
ments of the local jurisdiction.
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CHAPTER 11
REFERENCED STANDARDS
User note:
About this chapter. This code contains numerous references to standards promulgated by other organizations that are used to provide
requirements for materials and methods of construction. Chapter I I contains a comprehensive list of all standards that are referenced in this
code. These standards, in essence, are part of this code to the extent of the reference to the standard.
This chapter lists the standards that are referenced in various sections of this document. The standards are listed herein by the promulgating
agency of the standard, the standard identification, the effective date and title, and the section or sections of this document that reference the
standard. The application of the referenced standards shall be as specified in Section 102.7.
AHRI
400 (I-P)-2015: Performance Rating of Liquid to Liquid Heat Exchangers
Table 316.2
1160 (I-P)-2014: Performance Rating of Heat Pump Pool Heaters
Table 316.2
ANSI
A108/A118/A136.1-2008: Specifications for Installation of Ceramic Tile
Table 307.2.2
Z21.56a/CSA 4.7-2017: Gas Fired Pool Heaters
Table 316.2
Air Conditioning, Heating & Refrigeration Institute
21 1 1 Wilson Boulevard, Suite 500
Arlington, VA 22201
American National Standards Institute
25 West 43rd Street, 4th Floor
New York, NY 10036
The Association of Pool & Spa Professionals
2111 Eisenhower Avenue, Suite 500
Alexandria, VA 22314
ANSI/APSP/ICC 4-12: American National Standard for Aboveground/Onground Residential Swimming Pools Includes Addenda
A Approved April 4, 2013
702.2.1
ANSI/APSPACC 7-13: American National Standard for Suction Entrapment Avoidance in Swimming Pools, Wading Pools, Spas,
Hot Tubs, and Catch Basins
310.1
ANSI/APSP/ICC 14-2014: American National Standard for Portable Electric Spa Energy Efficiency
303.2
ANSI/APSPACC 15a-2011: American National Standard for Energy Efficiency Residential Inground Swimming Pool and Spas —
Includes Addenda A Approved January 9, 2013
303.3
ANSI/APSPACC 16-11: American National Standard for Suction Fittings for Use in Swimming Pools, Wading Pools, Spas, and Hot
Tubs
202, 311.4.1, 311.4.4, 505.2.1
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REFERENCED STANDARDS
ASCE/SEI
ASCE 24-14: Flood Resistant Design & Construction
304.3
ASME
American Society of Civil Engineers
Structural Engineering Institute
1801 Alexander Bell Drive
Reston, VA 20191-4400
American Sociery of Mechanical Engineers
Two Park Avenue
New York, NY 10016-5990
Al 12.1.2-2012: Air Gaps in Plumbing Systems (For Plumbing Fixtures and Water -connected Receptors)
318.2
B 16.15-2013: Cast Alloy Threaded Fittings: Classes 125 and 250
Table 31 1.4.1
ASTM
ASTM International
100 Barr Harbor, P.O. Box C700
West Conshohocken, PA I9428-2959
A182-15: Standard Specification for Forged or Rolled Alloy and Stainless Steel Pipe Flanges, Forged Fittings, and Valves and Parts
for High -temperature Service
Table 311.4.1
A240/A240NI-1Sa: Standard Specification for Chromium and Chromium -nickel Stainless Steel Plate, Sheet and Strip for Pressure
Vessels and for General Applications
Table 307.2.2
A312/A312J1-15a: Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Table 311.4
A403-15: Standard Specification for Wrought Austenitic Stainless Steel Piping Fittings
Table 311.4.1
B88-14: Standard Specification for Seamless Copper Water Tube
Table 311.4
B447-12a: Specification for Welded Copper Tube
Table 311.4
D1527-99(2005): Specifications for Acrylonitrile Butadiene Styrene (ABS) Plastic Pipe, Schedules 40 and 80
Table 31 1.4, Table 31 1.4.1
D1593-13: Standard Specification for Nonrigid Vinyl Chloride Plastic Film and Sheeting
Table 307.2.2
D1785-15: Specification for Poly Vinyl Chloride (PVC) Plastic Pipe, Schedules 40, 80 and 120
Table 311.4
D2241-15: Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure -rated Pipe (SDR Series)
D2464-15: Standard Specification for Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80
Table 311.4.1
D2466-15: Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40
Table 311.4.1
D2467-15: Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80
Table 313.4.1
D2672-14: Standard Specification for Joints for IPS PVC Pipe Using Solvent Cement
Table 311.4
D2846/D2846M-14: Standard Specification for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Ilot- and Cold -Water Distribution
Systems
Table 311.4, Table 31 1.4.1
F437-15: Standard Specification for Threaded Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80
Table 3I 1.4.1
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REFERENCED STANDARDS
ASTM—continued
F438-15: Standard Specification for Socket -type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40
Table 311.4.1
F439-13: Standard Specification for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80
Table 311.4.1
F1346-91(2010): Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming
Pools, Spas and Hot Tubs
305.1, 305.4
CPSCConsumer Product Safety Commission
4330 East-West Highway
Bethesda, MD 20814
16 CFR Part 1207-04: Safety Standard for Swimming Pool Slides
406.10
CSA CSA Group
8501 East Pleasant Valley Road
Cleveland, OH 44131-5516
B137.2-16: Polyvinylchloride (PVC) Injection -moulded Gasketed Fittings for Pressure Application
Table 311.4, Table 311.4.1
B137.3-1.6: Rigid Polyvinylchloride (PVC) Pipe and Fitting and Pressure Applications
Table 311.4, Table 311.4.1
B137.6-16: Chlorinated Polyvinylchloride (CPVC) Pipe, Tubing, and Fitting for Hot- and Cold -water Distribution Systems
Table 311.4, Table 311.4.1
C22.2 No. 108-14: Liquid Pumps
313.8
C22.2 No. 218.1-13: Spas, Hot Tubs and Associated Equipment
302.3, 309.1, 310.1, 313.8, Table 316.2, 317.2, 509.1, 1001.4, 1001.7
C22.2 No. 236-15: Heating and Cooling Equipment
Table 316.2
Z21.56a/CSA 4.7-2017: Gas Fired Pool Heaters
Table 316.2
IAPMO IAPMO
4755 E. Philadelphia Street
Ontario, CA 91761-USA
IAPMO Z124.7-2013: Prefabricated Plastic Spa Shells
Table 307.2.2
ICC
IBC-18: International Building Codes
201.3, 304.2, 306.1, 307.2, 307.4, 307.8, 307.9, 4I0.1
IECC-18: International Energy Conservation Code's
201.3, 316.4
IFC-18: International Fire Code's
201.3
IFGC-18: International Fuel Gas Code"
201.3, 316.4
IMC-18: International Mechanical Coder'
201.3, 316.4
International Code Council, Inc.
500 New Jersey Avenue, NW
6th Floor
Washington, DC 20001
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REFERENCED STANDARDS
ICC—continued
IPC-18: International Plumbing Code2
201.3, 302.2, 302.5, 302.6, 306.8, 306.8.1, 318.2, 410.1
IRC-18: International Residential Code
102.7.1, 201.3, 302.1, 302.5, 302.6, 304.2, 306.1, 306.3, 306.8, 306.8.1, 307.2, 307.4, 307.8, 307.9,
316.4, 318.2, 321.2.1, 321.4, 703.1, 802.1, 802.2
ICC 900/SRCC 300-2015: Solar Thermal System Standard
316.6.2
ICC 901/SRCC 100-2015: Solar Thermal Collector Standard
316.6.2
NEMANational Electrical Manufacturers Association
1300 North 17th Street
Suite 900
Rosslyn, VA 22209
NEMA Z535-2017: ANSUNEMA Color Chart
409.3
NFPANational Fire Protection Association
1 Batterymarch Park
Quincy, MA 02169-7471
NFPA 70-2017: National Electrical Code
302.1, 316.4, 321.2.1, 321.4
NSF NSF International
789 N. Dixboro Road
P.O. Boa 130140
Ann Arbor, MI 48105
NSF 14-2015: Plastics Pumping Systems Components and Related Materials
302.3, 311.4
NSF 50-2015: Equipment for Swimming Pools, Spas, Hot Tubs, and Other Recreational Water Facilities
302.3, 309.2, Table 316.2, 508.1
UL
UL LLC
333 Pfingsten Road
Northbrook, IL 60062
372-2007: Automatic Electrical Controls for Household and Similar Use —Part 2: Particular Requirements for Burner Ignition
Systems and Components —with revisions through July 2012
506.2.1, 506.2.2
873-2007: Temperature -indicating and Regulating Equipment —with revisions through February 2015
506.2.1, 506.2.2
1004-1-12: Standard for Rotating Electrical Machines General Requirements —with revisions through June 2011
313.8
1081-2008: Standard for Swimming Pool Pumps, Filters and Chlorinators —with revisions through March 2014
313.8
1261-2001: Standard for Electric Water Heaters for Pools and Tubs —with revisions through July 2012
Table 316.2
1563-2009: Standard for Electric Hot Tubs, Spas and Associated Equipment —with revisions through March 2015
302.3, 309.1, 310.1, 313.8, Table 316.2, 317.2, 509.1, 1001.4, 1001.7
1995-2011: Heating and Cooling Equipment —with revisions through July 2015
Table 316.2
2017-2008: General-purpose Signaling Devices and Systems —with revisions through May 2011
305.4
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INDEX
A
ACCESSIBILITY ........................
307.1.4
ADDITIONS .............................
102.4
AIR BLOWER .......................
317, 504.1
ALARM .........................
305.4, 504.1.1
ALTERATION .......................
102.4, 202
ALTERNATIVES .........................
104.9
APPEALS................................108
APPLICATION
Permit ........................
104.2,104.11.2
Time limit .............................
105.4
APPOINTMENT, CODE OFFICIAL...........
103.1
APPROVAL, ALTERNATIVE DESIGN.
. ... 104.11.5
AUTOMATIC CONTROLLER ...............
508.1
B
BACKFLOW .................
302.5, 317.2, 318.2
BACKWASH .......................
302.6, 320.1
BARRIER
Building structure wall as .................
305.4
Chain link ............................
305.2.7
Clear zone outside of ...................
305.2.9
Height ................................
305.2
Indentations in solid type ................
305.2.3
Member spacing in .......
305.2.5, 305.2.6, 305.2.8
Mesh fence ...........................
305.2.4
Natural ..........................
305.6, 305.7
Onground pool wall serving
as ............. 305.5
Openings in ..........................
305.2.2
Outdoor pools and spas ..................
305.2
Setback from pool or spa ...............
305.2.10
Where not required ......................
305.1
BATH FACILITIES .........................
609
BATHER LOAD ........................
403,608
BEACH ENTRY ..............
411.1.2, 610.4, 809.6
r
CANOPIES (see ROOFS)
CHEMICAL FEEDER ..................... 319.2
CIRCULATION EQUIPMENT .......... 407.2, 704.2
CIRCULATION SYSTEM .... 311, 407, 604, 704, 810
CLOCK ................................ 509.4
COLORS .............................. 307.1.2
CONSTRUCTION TOLERANCE...... 305.2.3, 308.4,
401.4, 604.1, 803
CONTROLS ...................... 316.4.2, 508.1
COVER .............303.1.3, 306.8, 505.2.2, 509.2
W
DEFINITIONS
In other I -codes .........................
201.3
Not listed ..............................
201.4
Purpose ...............................
201.1
DECKS
Around diving equipment .................
406.3
Concrete ..............................
306.7
Edges ................................
306.8
Gapsin ...............................
306.6
Slope.................................
306.5
Vertical distance to waterline
.............. 405.5
DEPUTY, CODE OFFICIAL .................
103.3
DESIGN
Beach pool...........................307.3.1
Dimensions..............................308
General ...............................
307.1
Structural .......................
307.2.2, 602.2
DIVING AREA ................
Table 401.4, 402.7,
Table 403.1, 808.8
DIVING BOARD.......... 406.6, Table 608.1, 808.6
DIVING ENVELOPE ...........
411.1.5, 804, 808.4
DIVING EQUIPMENT ...................402,
808
DIVING PLATFORM .................402.5,
808.8
DIVING STAND .............402.3,
406.8.1, 808.11
DOCUMENTS
Construction ....................
105.3, 105.5.1
Retention .............................
105.5.6
DOORS ................................
305.4
DRAINAGE
Sanitary ...............................
302.2
E
ELECTRICAL ........ 302.1, 304.5, 309.1, 1001.6.1
ENERGY CONSUMPTION .................
303.1
ENFORCEMENT AGENCY .................
103.1
ENGINEERED DESIGN ...................
104.11
ENTRAPMENT ............................310
ENTRY
Right of ...............................
104.6
EQUALIZER ............................
315.5
EQUIPMENT
Circulation .............................
309.2
Electrically operated .....................
309.1
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INDEX
Installation of ........................
307.2.2.1
Reuse...............................104.12
Treatment.............................309.2
EXISTING INSTALLATIONS ................
102.2
EXIT ......................
323.2.4, 411.1, 610.1,
611.5.4, 702.1, 809.2
F
FEATURES
In diving pool ...........................
808.7
FEES...................................105.6
FENCE (See BARRIER)
FILTER
Backwash from ...................
302.6, 320.2
Design................................312.2
Freeze protection ........................
307.5
System .................................
312
Air release .....................
312.3.1, 408
Pressure type ...................
312.3, 313.3
Separation tank for ..................
312.3.2
FINISHES .............................
307.1.2
FIRST AID .............................
409.4.3
FITTINGS
Pipe..................................302.3
FLOATING DEVICES ......................
610.8
FLOOD HAZARD AREA ....................
304
FLOTATION ......................
304.4, 409.4.2
FLOTATION TANK ......................
101.2.1
FLOW RATE
Measurement ...........................
311.7
FREEZE PROTECTION ......
307.2.3, 311.4.3, 704.1
GATE
Double leaf ...........................
305.3.2
Latch ...............................
305.3.3
Pedestrian .......................
305.3, 611.2
Utility ...............................
305.3.1
GAUGES ................................
311.6
GLAZING .............................
307.1.1
GROUND FAULT
......................... 304.5
GUARDRAIL ...........................
406.8.5
GUTTER .......
311.4.1, Table 401.4, 409.2.2, 604.3
H
HANDHOLDS .................... 323.1, 409, 605
HEATER .......... 303.1.1, 303.2, 316, 506, 609.3.3
HISTORIC...............................102.5
HOSE BIBB ........................... 306.9.1
IDENTIFICATION, CODE OFFICIAL ..........104.5
ILLUMINATION (Also see LIGHTING) ........321.2
INSPECTION ...................... 104.4, 106.1
INTENT.................................101.3
ISOLATION JOINT ........................ 306.6
J
JETS...................................302.3
JOINTS
Concrete ............................... 306.6
JUMP BOARD ......................... 406.8.1
L
LADDER ..................322,
402.6, 601.2, 610,
702, 808.7, 809.2
LATCH ........................
305.2.4, 305.3.2
LAWS..................................102.9
LEGAL DEFENSE ......................1
03.4.1
LIABILITY...............................103.4
LIFELINE...............................603.3
LIFESAVING EQUIPMENT .................409.4
LIFTS...........................306.8.1,
809.2
LIGHTING ................................
321
LINER..................................701.4
LOCKING DEVICE ........................305.3
M
MAIN DRAIN.............................321.2
Marker
Distribution .........................
409.2.7
For depth ..................
409.2, 509.3, 603
Letters ............................
409.2.8
No diving ......................
409.3, 509.2
Readability ..................
409.2.4, 509.3.3
Position ....................
409.2.4, 509.3.3
MAINTAINED ILLUMINATION ................202,
321.2.2, 321.2.3
MAINTENANCE ....................
102.3, 302.8
MANUALS ............................
302.8.1
MATERIALS
Beach pool area ......................
307.2.1.1
Compatibility .........................
307.2.1.2
Reservoir or shell .................
Table307.2.2
Reuse................................104.12
Suitability ............................
307.2.1
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MODIFICATIONS ........................ 104.8
MOST RESTRICTIVE ..................... 102.1
MOTOR ........................ 313, 502.1, 504
T
NONENTRY AREA ....................... 405.2
NOTICES ............................... 104.3
NOZZLES .............................. 603.4
n
OBSCURITY ............................ 307.7
OCCUPANT LOAD (CAPACITY) ............ 608.1
I
PATTERNS... .........................
307.1.2
PERMITS
Application for ..........................
105.2
Expiration ............................
105.5.3
Extension ............................
105.5.4
Issuance ..............................
105.5
Suspension...........................105.5.5
Validity ..............................
105.5.1
When Required .........................
105.1
PIPING
Concealed in trenches ...................
302.4
POLE.................................409.4.1
POOL
Activity.................................202
Beach entry ..........................307.3.1
PORTABLE SPA .........................
303.2
POWER, CODE OFFICIAL .................
104.1
POWER SAFETY COVER .................
305.1
PUMP ..........................
313, 316.2, 504
RECORDS ..............................
104.7
REFERENCED CODES OR STANDARDS
.... 102.7,
102.7.1, Chapter 11
REFERENCED NUMBERS IN SECTIONS.... 102.10
RELOCATION ...........................
102.6
REPAIRS ...............................
102.4
REST LEDGES ............................
404
RETURN .......................
314, 505, 604.1
RING BUOY ............................
409.4.2
ROOFS ...............................
307.1.3
ROPE AND FLOAT LINE ..................
605.2
INDEX
S
SAFETY COVER .........................
305.1
SAND .................................
307.3.1
SANITATION ..........
307.3.1, 308.3, 401.2, 601.1
SANITIZING EQUIPMENT
...................319
SCOPE ..........................
101.2, 101.2.1
SEALED DOCUMENTS .................
104.11.4
SETTLING .................
307.4.1, 320.3, 1001.5
SHAPE .................................
308.3
SHOWERS .............................
609.2.1
SIGNAGE.................
412, 504.1.1, 509, 611,
705, 902.1, 1001.7
SKIMMER ............................
315,505
SLIDE.............................406.8,
809.1
SLIP RESISTANT .......................
307.2.4
SLOPE
Deck.................................
306.4
Floor ........... 308.1,
401.5, 503.3, 602.1, 605.2,
610.4.1,
701.3, 807.1.1, 809.2, 811.1
SOAP DISPENSER ................
609.4, 809.4.2
SOLAR .................................
316.6
SPECIAL FEATURES .......................
610
SPOUTS ...............................
318.3
STAIRS...........................411.2,
809.5
STARTING BLOCKS ......................
406.9
STEPS .............................
610.5, 702
STRAINER .........................313.3,
810.3
SUCTION ...........................
310.1, 314
Entrapment avoidance ...............
310, 405.6
Fitting .........................
311.4.1, 314.3
SWIMOUT ...................
323.1, 610.6, 809.2
SWITCHES
Emergency .................
313.7, 412.3, 504.1
Heater ........................
303.1.1, 303.1.2
1A
TEMPERATURE ..............
316.4.1, 506, 507.1,
509.2, 609.3.5, 611.11
TECHNICAL DATA .....................
104.11.3
TEST
Pressure ...................
302.7, 311.9, 810.2
Special, for alternative design............
104.11.6
TEST REPORT, RETENTION .............
104.10.3
TESTING AGENCY .....................
104.10.3
TESTING, MATERIALS OR METHODS ...... 104.10
THROWING ROPE ......................409.4.2
TOILET FACILITIES .................410.1,
609.2
TOLERANCES ....................
308.4, 401.4,
609.9, 803, 804.1
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INDEX
TURNOVER RATE......... 311.2.1, 314.3, 315.2.1,
407.2, 704.2, 810.1
U
UNCONSTITUTIONAL ..................... 101.4
UNDERWATER LEDGE .................... 402.6
UNDERWATER SEAT .... 411.5, 503.2, 610.7, 809.2
1/
VALVES
Underdeck............................306.9
VANISHING EDGE ...................... 409.2.2
VIOLATIONS ............................. 107
M
WADING POOL .... 311.2, 405, 411.1.1, Table 608.1
WALLS.................................308.2
WARNING ....................305.1,
408.2, 611.2
WASTEWATER ......................
302.6, 320
WATER
Cold.................................611.11
Makeup...............................318.1
Potable systems ........................
302.2
Protection of potable .....................
318.2
Supply.................................
318
Velocity...............................311.3
WATERLINE .............................
308.4
WAVE POOL CAISSON ....................
605.3
WEIR ........................
308.4, Table 401.4
60 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE"
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ANSI/APSP/ICC-7 2013 r+-0'""�aw
American National Standard forrd�
Suction Entrapment Avoidance
In Swimming Pools, Wading Pools,
Spas, Hot Tubs, and Catch Basins
Approved October 8, 2013
ANSI/APSP/iCC-7 2013
American National Standard for
Suction Entrapment Avoidance in Swimming Pools,
Wading Pools, Spas, Hot Tubs And Catch Basins
SECRETARIAT:
Association of Pool & Spa Professionals
2111 Eisenhower Avenue
Alexandria, VA 22314
703 838-0083
www.APSRorg
Approved October 8, 2013
American National Standards Institute
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American National Standard
Approval of an American National Standard requires verification by ANSI that the requirements for due process, consensus, and other
criteria for approval have been met by the standard developer. Consensus is established when, in the judgment of the ANSI Board of
Standards Review, substantial agreement has been reached by directly and materially affected interests. Substantial agreement means
much more than a simple majority, but not necessarily unanimity.
Consensus requires that all views and objections be considered and that a concerted effort be made toward their resolution. The use of
American National Standards is completely voluntary; their existence does not in any respect preclude anyone, whether he has approved
this standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not conforming to the
standards.
The American National Standards Institute does not develop standards and will in no circumstances give an interpretation of any
American National Standard. Moreover, no person shall have the right or authority to issue an interpretation of an American National
Standard in the name of the American National Standards Institute. Requests for interpretations should be addressed to the secretariat
or sponsor whose name appears on the title page of this standard.
NOTICE: This American National Standard may be revised or withdrawn at any time. The procedures of the American National Standards
Institute require that action be taken periodically to reaffirm, revise, or withdraw this standard.
Important Notice about this Document
This voluntary standard has been developed under the published procedures of the American National Standards Institute (ANSI).
The ANSI process brings together volunteers representing varied viewpoints and interests to achieve consensus.
APSP does not write the standards. Rather, APSP facilitates a forum for its members, and others interested in pool and spa design and
safety, to develop standards through the consensus procedures of the American National Standards Institute (ANSI). While the APSP
administers the process and establishes rules to promote fairness in the development of consensus, it does not independently test,
evaluate, or verify the accuracy of any information or the soundness of any judgments contained in its codes and standards.
In issuing and making this document available, the APSP is not undertaking to render professional or other services for or on behalf of
any person or entity. Nor is the APSP undertaking to perform any duty owed by any person or entity to someone else. The APSP disclaims
liability for any personal injury, property, or other damages of any nature whatsoever, whether special, indirect, consequential, or
compensatory, directly or indirectly resulting from the publication of, use of, or reliance on this document.
The APSP has no power, nor does it undertake, to police or enforce compliance with the contents of this document. The APSP does not
list, certify, test, or inspect products, designs, or installations for compliance with this document. Any certification or other statement of
compliance with the requirements of this document shall not be attributable to the APSP. Any certification of products stating compliance
with requirements of this document is the sole responsibility of the certifier or maker of the statement. The APSP, its members, and those
participating in its activities do not accept any liability resulting from compliance or noncompliance with the provisions given herein, for
any restrictions imposed on materials, or for the accuracy and completeness of the text.
Anyone using this document should rely on his or her own independent judgment or, as appropriate, seek the advice of a competent
professional in determining the exercise of reasonable care in any given circumstance. It is assumed and intended that spa users will
exercise appropriate personal judgment and responsibility and that public spa owners and operators will create and enforce rules of
behavior and warnings appropriate for their facility.
Copyright Notice
Copyright ©2013 by The Association of Pool & Spa Professionals, 2111 Eisenhower Avenue, Alexandria, VA 22314-4695, Printed in the United States
of America. All rights reserved. No part of this book may be reproduced, stored in a retrieval system, transcribed or transmitted, in any form or by any
means or method, electronic, mechanical, photocopy, recording, or otherwise, without advance written permission from the publisher: The Association of
Pool & Spa Professionals, 2111 Eisenhower Avenue, Alexandria, VA 22314-4695.
"APSP," "The Association of Pool & Spa Professionals," and the APSP logo are trademarks of The Association of Pool & Spa Professionals.
©2013 The Association of Pool & Spa Professionals II
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Foreword
This Foreword is not part of the American National Standard ANSI/APSP/ICC-7 2013. It is included for information only.
The ANSI/APSP/ICC-7 2013 Standard for Suction Entrapment Avoidance in Swininr ing Pools, Wading Pools,
Spas, Hot Tubs And Catch Basins was approved by ANSI on October 8, 2013.
The objective of this voluntary standard is to provide recommended minimum guidelines for suction entrapment
avoidance in the design, equipment, operation, and installation of new and existing swimming pools, wading pools,
spas, hot tubs, and catch basins for builders, installers, pool operators, and service professionals. It is intended to
meet the needs for incorporation into national or regional building codes, and also for adoption by state and/or local
municipalities as a local code or ordinance. It is understood that for the sake of applicability and enforceability, the
style and format of the standard may need adjustment to meet code or ordinance style of the jurisdiction adopting
this document.
The design recommendations and construction practices in this standard are based upon sound engineering
principles, research, and field experience that, when applied properly, contribute to the delivery and installation
of a safe product.
The words "safe" and "safety" are not absolutes. While the goal of this standard is to design and construct a safe,
enjoyable product, it is recognized that risk factors cannot, as a practical matter, be reduced to zero in any human
activity. This standard does not replace good judgment and personal responsibility. In permitting use of the pool,
spa, swim spa or portable spa by others, owners must consider the skill, attitude, training and experience of the
expected user.
As with any product, the specific recommendations for installation and use provided by the manufacturer should
be carefully observed.
This standard was prepared by the This standard was prepared by the APSP-7 Suction Entrapment Avoidance
Standard Writing Committee of the Association of Pool and Spa Professionals (APSP) in accordance with American
National Standards Institute (ANSI) Essential Requirements: Due process requirements for American National
Standards.
Consensus approval was achieved by a ballot of the balanced APSP Standards Consensus Committee and through
an ANSI Public Review process. The ANSI Public Review provided an opportunity for additional input from
industry, academia, regulatory agencies, safety experts, state code and health officials, and the public at large.
Suggestions for improvement of this standard should be sent to The Association of Pool and Spa Professionals,
2111 Eisenhower Avenue, Alexandria, VA 22314.
This standard is published in partnership with the International Code Council (ICC). ICC develops and publishes the International
Building Code (IBC) and International Residential Code (IRC), which are adopted as the basis for the building codes used in most
states and jurisdictions within the United States. Additionally, APSP and ICC have collaborated to develop the first comprehensive
model swimming pool and spa code, known as the International Swimming Pool and Spa Code. This landmark document incorporates
and references material from ANSI/APSP standards and ICC'S model codes, to create a stand-alone code that is consistent with codes
and standards from both organizations.
These codes and standards are the result of a joint effort between ICC and APSP as a service to both the swimming pool and spa
community, and building code professionals. It is the hope of both organizations that they will lead to enhanced safety for pool and
spa users around the world.
III ©2013 The Association of Pool & Spa Professionals
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ANSI/APSP/ICC-7 2013
Organizations Represented
Consensus approval in accordance with ANSI procedures was
achieved by ballot of the following APSP Standards Consensus
Committee. Inclusion in this list does not necessarily imply that
the organization concurred with the submittal of the proposed
standard to ANSI.
Producers
All American Custom Pools & Spas, Inc ... John Romano
Custom Pools, Inc .............. . ....
Scott Heusser
Gary Pools, Inc . . . ..................
Leif Zars
Hayward Industries ..................
John O'Hare
HornerXpress South Florida ......... , ..
Bill Kent
Master Spas Inc ........ . ...........
Nathan Coelho
Rosebrook Carefree Pools, Inc ..........
John Bently
Trilogy Pools Div, of Viking Pools LCC .. , ..
Ted Baudendistel
S.R. Smith, LLC . ........... . ........
Bill Svendsen
Van Kirk & Sons, Inc .................
Don Cesarone
General Interest
American Hotel & Lodging Association . , .. Tony Mendez
American Red Cross ..... . ...........
Connie Harvey
Chesapeake Aquatic Consultants, LLC ....
Frank Goldstein
Con -Sere Associates Inc .... . ..........
Wally James
Conroe Independent School District, TX ...
Louis Sam Fruia
Don Witte Consultant .................
Don Witte
National Environmental Health Association
(NEHA) ...... . .. . .............. . ..
Florence Higgins
Walt Disney Parks and Resorts...... , ...
Michael Beatty
World Waterpark Association ...........
Rick Root
YMCA of the USA ........ . . . ...... . ..
Albert Tursi
Government/User
City of Martinsville, VA ................
Kris Bridges
City of Mount Dora, FL ................
Tom Allen
Fairfax County, VA ............... . ...
Marc Mordue
Green Oak Charter Township ....... , ...
Wayne Jewell
Illinois Department of Public Health ......
Justin DeWitt
International Code Council . . ...........
Lee Clifton
New Jersey Dept, of Community Affairs
Division of Codes and Standards ........
Thomas Pitcherello
North Carolina Building Office
Office of State Fire Marshall, , ..........
Helen DiPietro
Oregon Public Health Division . ..... , . , .
Stephen Keifer
Washington State Dept. of Health ... , ...
Gary Fraser
U.S, Consumer Product Safety Commission
Mark Eilbert*
*non -voting
In accordance with American National Standards Institute (ANSI)
procedures, this document will be reviewed periodically. The
Association of Pool & Spa Professionals welcomes your comments
and suggestions, and continues to review all APSP standards, which
include:
ANSI/APSP/ICC-1 2013 Standard for Public Swimming Pools
ANSI/APSP-2 1999 Standard for Public Spas
ANSI/APSP-3 1999 Standard for Permanently Installed
Residential Spas
ANSI/APSP/ICC-4 a 2013 Standard for Aboveground/Onground
Residential Swimming Pools
ANSI/APSP/ICC-5 2011 Standard for Residential Inground
Swimming Pools
ANSI/APSP/ICC-6 2013 Standard for Residential Portable Spas
and Swim Spas
ANSI/APSP/ICC-7 2013 Standard for Suction Entrapment Avoidance
in Recreational Aquatic Vessels
ANSI/APSP/ICC-8 2005 (R2013) Model Barrier Code for Residential
Swimming Pools, Spas and Hot Tubs
ANSI/APSP-9 Standard for Aquatic Recreation Facilities (in progress)
ANSI/APSP-11 2009 Standard for Water Quality in Public Pools
and Spas
ANSI/APSP/ICC-14 2011 Standard for Portable Electric Spa
Energy Efficiency
ANSI/APSP/ICC-15-a 2013 Standard for Residential Pool and Spa
Energy Efficiency
ANSI/APSP-16 2011 Suction Fittings for Use in Swimming Pools,
Wading Pools, Spas, and Hot Tubs
APSP 2013 Workmanship Standards for Swimming Pools and Spas
©2013 The Association of Pool & Spa Professionals IV
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ANSI/APSP/ICC-7 2013
Contents
Sections Page
American National Standard .......................... ii
Foreword.........................................iii
1 Scope.......................................1
2 Normative References ........................... 1
3 Definitions....................................1
4 General requirements for suction entrapment avoidance
systems and components ......................... 4
5 New construction .................... . .......... 6
6 Existing pools and spas .......................... 8
Appendices
A Symbols....................................A-1
B Field Checklist for Identifying Suction Entrapments
Hazards.....................................A-2
C Suction Entrapment Warning .....................A-6
D Sources of Material ............................A-7
APSP-7 Writing Committee
Zodiac Pool Systems .................
Shajee Siddiqui,
Chairman
Afras Industries, Inc ..................
Reza Afshar
Aquatic Development Group ...........
Jim Dunn
Fail Safe Products, LLC ...............
Michael L. Wolfe
Gary Pools ........................
Leif Zars
H2O Flow Controls ...................
Paul Hackett
Latham International .................
Michael Tinkler
Newport Controls LLC ................
Lee West
Pentair Aquatic Systems ..............
Steve Barnes
Professional Pool Solutions, LCC ........
Maria Bella
Regal Beloit Corporation ..............
Howard Richardson
Sting] Products .....................
David Stingl
Swim, Inc ..........................
Dan Johnson
Vac -Alert ..........................
Paul Pennington
Vacless ...........................
Hassan Hamza
Walt Disney .......................
Andrea Crabb
Waterway Plastics ...................
Ray Mirzaei
Figures Page
1
Branch piping ................................. 1
2
A system curve ................................. 3
3a
Example of unblockable outlet ..................... 4
3b
Example of unblockable suction outlet ............... 4
4
Single unblockable channel outlet to single pump....... 5
5
Single unblockable channel outlet to two pumps........ 5
6
Large unblockable outlet of any shape to single pump.... 5
7
Skimmer, vent through lid ......................... 6
8
Skimmer with equalizer .......................... 6
9
Dual outlets in parallel to one pump ................. 7
10
Dual outlets in parallel to dual pumps ................ 7
11
Dual parallel outlets to two pumps .................. 7
12
Dual outlets on different planes .................... 7
13
Three or more outlets to single pump(s) .............. 8
14
Three or more outlets in parallel, looped piping......... 8
15
Sumps in series ................................ 8
Observers
Custom Molding Products, Inc...........
Angelo Pugliese
IAPMO R & T Lab .. . .................
Tony Zhou
International Code Council (ICC) ........
Lee Clifton
ICC Alternate .......................
Maribel Campos
Intex Recreation Corp .................
Matthew (Chip)
Whalen
Master Spas Inc .....................
Nathan Coelho
Tropical Pools Inc. . ..................
Adam Alstott
U.S. Consumer Product Safety Commission
Mark Eilbert*
Vak Pak ...........................
Alex Fletcher
Watkins Manufacturing ...............
Mike McAgue
* Non -voting
Also Contributing
Consultant ........................ Ray Cronise
Hayward Pool Products ............... Robert Rung
APSP Staff
Bernice Crenshaw, Director, Technical and Standards
Carvin DiGiovanni, Senior Director, Technical and Standards
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ANSI/APSP/ICC-7 2013
American National Standard for Suction Entrapment Avoidance
in Swimming Pools, Wading Pools, Spas, Hot Tubs And Catch Basins
1 Scope
1.1 General. This standard covers design and perfor-
mance criteria for circulation systems including
components, devices, and related technology installed to
protect against entrapment hazards in residential and
public swimming pools, wading pools, inground spas,
infinity edge basins, (infinity edge type pools)
and catch Pools, and Aquatic Recreation Facilities.
1.1.1 Portable Factory Built Electric Spas/Hot Tubs. Suction
entrapment avoidance guidelines for portable electric
spas/hot tubs are not covered by this standard they
are covered by UL 1563, Electric Spas, equipment
Assemblies, and Associated Equipment .6
1.1.2 This standard applies to new and, when retrofit-
ting, existing installations.
1.1.3 DANGER! SUCTION ENTRAPMENT HAZARD: To avoid
serious injury or death, the pool or spa shall be closed to
bathers if any suction outlet cover/grate is missing, broken,
or incorrectly installed. There is no backup for a missing,
damaged or incorrectly installed suction outlet cover/grate.
See Appendix C.
1.2 Alternative methods. The provisions of this standard
are not intended to prevent the use of any alternative
material, system, or method of construction, provided
any such alternative meets the intent and requirements
of this standard, follows manufacturer's product specific
instructions and is approved by the authority having
jurisdiction.
2 Normative references
The following standards contain provisions that,
through reference in this text, constitute provisions of
this standard.
ANSI/APSP-16 2011, Suction fittings for swimming and wading
pools, spas, hot tubs and whirlpool bathtub appliances t
ANSI/ASME A112.19.17-2010, Manufactured safety vacuum
release systems (SVRS) for residential and commercial swimming
pool, spa, hot tub and wading pool suction systems 2
ASTM F 2387-12, Standard specification for manufactured safety
vacuum release systems, swimming pools, spas and hot tubs 3
IAPMO SPS-4 2009, Special use suction fittings for swimming
pools, spas and hot tubs (for suction side automatic swimming
pool cleaners)
NFPA 70-2011, National Electrical Code, Article 680, Swimming
pools, fountains, and similar installations 6
UL 1563 2009, Electric Spas, Equipment Assemblies, and
Associated Equipment, 6
3 Definitions
alternative method: A substitute way of achieving the same goal or
purpose.
anti -entrapment cover: See CERTIFIED SUCTION OUTLET COVER/
GRATE.
anti -vortex cover: An outlet cover designed to prevent air
entrainment from the surface of the water. This term is no longer
used to describe CERTIFIED SUCTION OUTLET COVER/GRATE.
approved safety outlet cover: See CERTIFIED SUCTION OUTLET
COVER/GRATE.
automatic pump shut-off system (APSS): A pump motor control
or other device capable of turning off, stopping, or otherwise
incapacitating a pump(s) in response to a condition (i.e., high
vacuum, low flow, low current, etc.) that would indicate that a
suction entrapment event has occurred.
branch piping: All pipe and fittings, including the "run" of the
junction tee, located between multiple suction outlets fitting
(see Figures 1 and 9-14).
Junction "T"
trunk piping
Figure 1. Branch piping
branch piping
1. Association of Pool & Spa Professionals (APSP) , 2111 Eisenhower Avenue, Alexandria, VA 22314 (703) 838-0083, www,APSP.org,
2. American Society of Mechanical Engineers (ASME), 3 Park Avenue, 20th Floor, New York, NY 10016, (212) 591-8562, www.asme.org
3, ASTM International, 100 Barr Harbor Drive, West Conshohocken, PA 19428, (610) 832-9500, www,astm.org
4. International Association of Plumbing and Mechanical Officials (IAPMO), 5001 E. Philadelphia St., Ontario, CA 91761. (909) 472.4100, www.iapmo.org
5. National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy, MA 02169-7471, (617) 770-3000, www.nfpa.org
6. Underwriters Laboratories Inc. (UL), 333 Pfingston Road, Northbrook, IL 60062-2096. (847) 272-8800, www.ul.com
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ANSI/APSP/ICC-7 2013
catch pool: The pool at the discharge of a waterslide or similar
aquatic facility or a body of water supplied by gravity overflow
from another pool or vessel.
CAUTION: Indicates a potentially hazardous situation that, if not
avoided, could result in minor or moderate injury. It may also be
used to alert against unsafe practices.
certified: The published certification by an ILAC approved
laboratory that a device, system, or alternate method has been
tested and certified to be in conformance with the full intent
of a standard.
certified automatic pump shut-off system APSS: An automatic
pump shut-off system tested and certified in accordance with
Section 4.3.2 of this standard which requires compliance with
ANSI/ASME A112.19.17 or ASTM F2387,
certified safety cover: See CERTIFIED SUCTION OUTLET COVER/
GRATE.
certified safety outlet cover: See CERTIFIED SUCTION OUTLET
COVER/GRATE.
certified suction outlet cover/grate: A manufactured suction outlet
or field fabricated outlet that has been Certified in accordance
with Section 43.1 of this standard which requires compliance
with ANSI/APSP-161.
certified SVRS: A manufactured safety vacuum release system
tested and certified in accordance with Section 4,12 of this
standard which requires compliance with ANSI/ASME A112.19.17
or ASTM F 2387.
check valve: A mechanical device in a pipe that permits the flow of
water in one direction only.
closed pool: A pool in which access to bathers is prohibited. This
may be accomplished by locking gates and doors, by posting
notices, conspicuously placed 'Barricade" tape. Pool circulation
systems may be in operation when closed.
DANGER: Indicates an imminently hazardous situation that, if not
avoided, will result in death or serious injury.
debris removal system: A system comprised of a large opening
suction outlet, large diameter pipe and a debris collection basket,
typically located in the deck or the pump basket, Because of
unique challenges passing debris through the suction outlet
cover/grate and suction piping, these systems are designed
specifically for debris removal and are commonly sold as kits with
detailed installation requirements to address suction safety.
drain: See MAIN DRAIN.
effluent: The outflow of water from a filter, pump, or pool
engineer: A Licensed Professional Engineer (P.E.).
equalizer line: 1, A pipe with a Certified suction outlet cover/
grate located below the waterline and connected to the body of
a skimmer to prevent air from being drawn into the pump if the
water level drops below the skimmer weir. 2. A pipe connecting
7. The Consumer Product Safety Commission has voted unanimously to
approve ANSI/APSP-16 2011 as the successor standard to the
ANSI/ASME A112.19.8 suction outlet cover standard mandated by
the Virginia Graeme Baker Pool and Spa Safety Act. The Commission
determined that the new standard, ANSI/APSP-16 2011, was in the
public interest, and incorporated this standard into its regulations.
This means that, effective September 6, 2011, suction outlet covers
manufactured, distributed, or entered into commerce in the United
States must conform to the requirements of ANSI/APSP-16 2011.
two bodies of water with Certified Suction Outlet Fitting
Assemblies to equalize water levels.
feet of head: The measure of resistance in a hydraulic system
based on the equivalent to the height of a column of water that
causes the same resistance (100 feet of head = 43 pounds per
square inch),
field built sump: A sump built below or behind the suction outlet
cover/grate of a design specified by the cover/grate manufacturer
to control flow distribution through the open area of the cover/
grate. Field built sumps may be formed, cut or carved out of the
gunite or concrete material of the pool structure. They are to be
constructed so as to accommodate suitable fastening means
to attach the cover/grate. They must conform to the requirements
of APSP/ANSI-16.
field fabricated outlet(s): These are site specific unblockable
suction outlet fitting assemblies defined per ANSI/APSP-16 as
being intended as but not limited to a single suction outlet and
are limited to 1.5 ft/sec (0.46 m/s) of flow velocity through the
open area of the cover/grate unless rated at a lower flow rate by
the Registered Design Professional. They are to be of such a size
that the 18 in. x 23 in. x 4 in. corner radii (457 mm x 584 mm x
102 mm) blocking element will not cause a differential pressure
that could cause body entrapment.
flow rate: The quantity of water flowing through a pipe within a
specified time, such as the number of gallons flowing past a
point in one minute; abbreviated as GPM or liters/minute. Lpm (1
GPM = 3.7854 L/min),
flow rating: The maximum allowable flow rate through a cover/
grate.
GPM: Abbreviations for gallons per minute.
gravity drainage: See VENTED RESERVOIR.
gutter: Overflow trough at the perimeter wall of a pool or at the
bottom of a vanishing edge wall of a pool that is a component of
the circulation system or flows to waste.
hydrostatic relief valve: A valve to allow rising groundwater to enter
an empty pool to prevent flotation.
incorrectly installed: not installed in strict conformance with
manufacturers product specific instructions,
infinity edge basin: a basin designed to receive the water that
flows over the "infinity edge" of a pool and/or spa during the
circulation pump cycle and/or feature pump operational time.
influent: The water entering a filter or other device
inlet: See RETURN INLET.
junction tee: A tee between suction outlet fittings, which joins their
flow into a trunk line to the pump.
NOTE: This usage is different from the standard usage in the
piping industry. The trunk line is connected to the single branch
of the tee fitting and the two branch lines from the outlets are
connected to the run of the tee fitting.
main drain: An obsolete term for suction outlet, which is a fitting,
fitting assembly, cover/grate, and related components that
provide a localized low-pressure area for the transfer of water
from a swimming pool, wading pool, spa, or hot tub.
manifold: A branch pipe arrangement that connects several influent
pipes into one chamber or pump, or one chamber into several
effluent pipes,
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ANSI/APSP/ICC-7 2013
maximum system flow rate: For purposes of this suction
entrapment avoidance standard, maximum system flow rate is
defined as the maximum potential flow when all available system
flow is directed through the submerged suction outlet(s). See
Section 4.4.9 for specific procedures required to determine the
system specific, maximum system flow rate.
operating point: The condition at which the pump will operate. It is
the intersection of the pump curve and system curve.
overflow system: An outlet with flow across a fixed or movable weir
and where there is a free surface interface with atmosphere.
P.E.: See ENGINEER.
parallel: A piping arrangement allowing flow through multiple
paths.
pump: A mechanical device, usually powered by an electric motor
that causes hydraulic flow and pressure for the purpose of
filtration, heating, and circulation of pool and spa water. Typically
a centrifugal pump is used for pools, spas, and hot tubs.
pump curve, pump performance curve: A graph that represents the
pressure rise of a pump plotted against flow rate. See SYSTEM
CURVE AND OPERATING POINT.
Registered Design Professional: an individual who is registered or
licensed to practice their respective design profession as defined
by the statutory requirements of the professional registration
laws of the state or jurisdiction in which the project is to be
constructed.
retrofit: The act of adding a component or accessory to the
pool and spa that was not part of the original installation —for
example, replacing a non -certified suction outlet cover/grate with
one that is Certified. See also Section 6.5.
return inlet: The aperture or fitting through which the water under
pressure returns into the pool or spa.
safety drain cover: See CERTIFIED SUCTION OUTLET s/GRATE.
safety vacuum release system (SVRS): A system capable of
providing vacuum release at a suction outlet in case of a high
vacuum occurrence due to a suction outlet flow blockage.
Methods may include, but are not necessarily limited to, venting
the suction line to atmosphere and/or turning off the circulation
pump, or reversing the circulation flow.
secured control system: Any means that reasonably prevents
unauthorized access to pump and valve control systems by
persons who could make adjustments resulting in flow rates
above which the system has been stamped and sealed in
accordance with this standard by the Registered Design
Professional responsible for this system.
NOTE: Secured control systems include, but are not limited
to; equipment rooms not accessible to unqualified persons,
control systems that are protected by passwords not available to
unqualified persons, and valves with adjustment handles locked.
single outlet, alternative suction systems: A single Certified
suction outlet cover/grate and an alternative suction system,
including a venturi-driven system, turbine driven system, or any
other mechanical means of circulating water without the use
of a centrifugal pump.
skimmer. A device installed in the wall of a body of water that
permits the removal of floating debris and surface water.
static lines: Piping that connects two bodies of water to maintain
equal levels (example —a static line from a collector tank to a
pool so that the auto -fill device in the collection tank can be
adjusted to maintain the proper water level in the pool.)
suction: The flow of fluid into a partial vacuum or region of lower
pressure. The gradient between this region and the ambient
pressure will propel matter towards the low-pressure area.
suction -limiting gravity flow systems: See VENTED RESERVOIR.
suction -limiting system: A safety vacuum release system, vent
system, gravity drainage/flow system, vented reservoir, automatic
pump shut-off system, properly spaced multiple suction outlets,
or other methods capable of limiting the duration of a high -
vacuum occurrence and/or the magnitude of the vacuum at a
suction outlet cover/grate in case of suction flow blockage.
suction outlet: Indicates a fitting, fitting assembly, cover/grate,
sump, and related components that provide a localized low-
pressure area for the transfer of water from a swimming pool,
wading pool, spa, or hot tub. See also CERTIFIED SUCTION
OUTLET COVER/GRATE.
suction system piping: All piping on the suction side of the system
between the pool and the pump.
sump: The vessel between the suction outlet cover/grate and
suction outlet piping. This may be manufactured or field built.
sumps in series: An arrangement of outlets such that effluent of
one sump is influent to another sump. It is commonly used in
piping submerged suction outlet(s) to skimmer body(ies).
swim jet system: Combination fitting or fittings that incorporate(s)
a suction outlet and inlet designed to move a large volume of
water at high velocity in a single direction.
system curve: A graph that shows the pressure difference required
to induce flow through the entire piping system. It is plotted with
head pressure on the vertical axis of the chart and flow rate on
the horizontal axis of the chart (see Figure 2).
tee: A fitting in the shape of a 7 used to connect branch pipes.
The trunk pipe is perpendicular to the two branch pipes.
testing: For the purposes of this standard, "testing" means the
physical activity of performing an evaluation in accordance with
the procedures and protocols defined by this standard and/or a
referenced standard.
total dynamic head (TDH): The sum of the difference in elevation
between the source and destination and the friction losses in
a piping system. It has units of pressure (such as psi) but is
commonly given in feet of head. Since friction losses depend on
flow rate, TDH must be specified for a particular flow rate.
trunk line: piping from a junction tee to a suction source, such as
a pump or vented reservoir.
Fe. wu o"
Figure 2.
A system
curve
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unblockable: A suction outlet defined as all components, including
the sump and/or body, cover/grate, and hardware such that its
perforated (open) area cannot be shadowed by the area of the
18 x 23 in. (457 x 584 mm) Body Blocking Element of ANSI/
APSP-16, and that the rated flow through the remaining open
area cannot create a suction force in excess of the removal force
values in Table 1 of that standard. All suction outlet covers,
manufactured or field -fabricated, are to be certified as meeting
the applicable requirements of the ANSI/APSP-16 (see Figures
3a and 3b).
24' x 24' (610 x 610 mm) unhlnrfrnhio nu Nor open area
iI3"x23'
(457 x 584 rrfrn)
blocking element
Figure 3a. Example of unblockable suction outlet
3' x 31' (76 x 787 MM)
unblockable channel
Figure 3b. Example of unblockable suction outlet
vacuum: A condition in which the pressure inside an outlet or
suction pipe is lower than pool pressure.
vanishing edge: A design feature incorporated into a pool wall
wherein the water flows over the wall (edge) into a catch gutter
or catch pool, creating the illusion that the water vanishes.
vent: A vent to the atmosphere that connects to the suction pipe
between the pool and the pump. When a high vacuum event
occurs, air from the vent pipe replaces the water in the suction
pipe thereby breaking the vacuum.
vented reservoir: A receptacle or container incorporated as
part of a circulation system that is vented to atmosphere and
receives water from the pool/spa or water feature by force of
gravity, from which the pump draws its water supply. Systems
including vented reservoirs are commonly referred to as gravity
flow systems, gravity feed systems, or gravity drainage systems.
Vented reservoirs include, but are not limited, to the following:
catch pools, surge tanks, collector tanks, skimmers open to
the atmosphere, atmospheric vent, gutters, overflow gutters, or
perimeter gutter systems.
wading pool: A separate pool designed for use by small children
with an independent circulation system and a maximum water
depth of 18 in. (457 mm).
wall vacuum fitting: A fitting in the wall of a pool intended to
provide a point of connection of suction for suction side cleaners.
WARNING: Indicates a potentially hazardous situation that, if not
avoided, could result in death or serious injury.
4 General requirements for suction entrapment
avoidance systems and components
4.1 DANGER! To avoid serious injury or death, the pool or spa
shall be closed to bathers if any suction outlet cover/grate Is
missing, broken, or Incorrectly installed. There is no backup
for a missing, damaged or Incorrectly installed suction outlet
cover/grate.
4.2 Codes. Pools and spas covered by this standard
shall be constructed and operated to comply with all
applicable codes governing safety and environmental
regulations.
4.2.1 Electrical components. All associated electrical
components installed in and/or adjacent to the circu-
lation system shall comply with the requirements of
the National Electrical Code, Article 680, Swimming
pools, fountains, and similar installations, or the
applicable revision and any state or local codes.
4.3 Certifications
4.3.1 Suction outlet certification
4.3.1.1 Manufactured suction outlet fitting assembiy(les).
When used, fully submerged suction outlet fitting
assembly(ies) including cover/grate and associated
fittings, fasteners and components shall be tested
and certified by a third -party test lab accredited
by the International Laboratory Accreditation
Cooperation (ILAC) to test and certify products as
conforming to ANSI/APSP-16.
4.3.1.2 Field fabricated suction outlet(s). When used,
field fabricated suction outlet cover/grate, sump,
fasteners and assemblies shall be Certified by a
Registered Design Professional as conforming to
ANSI/APSP-16.
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ANSI/APSP/ICC-7 2013
4.3.2 Manufactured Safety Vacuum Release Systems (SVRS)
and Automatic Pump Shut-off Systems (APSS). When used,
SVRS and APSS devices shall be tested and certified
by a third -party test lab accredited by the Interna-
tional Laboratory Accreditation Cooperation (ILAC)
to test and certify products as conforming to ASME/
ANSI A112.19.17, ASTM F 2387 or any successor
standards recognized by the U.S. Consumer Product
Safety Commission (CPSC).
NOTE: As of the publication date of this standard,
automatic pump shut-off systems do not have a per-
formance standard to which they can be certified, as a
result the U.S. Consumer Product Safety Commission
(CPSC) states APSS are to be tested and certified in
accordance with one of the SVRS standards.
NOTICE: Operating conditions. Systems are tested for
operation, in accordance with current standards, at
room temperature. For substantially varying environ-
mental conditions, including freezing, heat, salt spray,
and humidity, confirm suitability with the SVRS
manufacturer prior to installation and use.
CAUTION: Incompatible configurations. Some suction
vacuum release systems may be incompatible with
certain system configurations. The designer or
installer shall confirm suitability with the SVRS man-
ufacturer prior to installation and use. Incompatible
configurations may include check valves; two or more
suction outlets, hydrostatic relief valves, skimmers,
solar systems, elevated or submerged pump suction,
multilevel bodies of water, and water features.
4.4 Performance requirements for suction outlets
and suction -limiting systems
NOTE: Suction -limiting systems protect against body
entrapment but are not considered "backup" systems
as there is no known suction -limiting system that will
completely protect against the remaining four (eviscera-
tion, limb, hair, mechanical) of the five known hazards
and presenting suction -limiting systems as "backup"
systems would promote a false sense of security among
the users of these devices/systems.
4.4.1 Submerged suction outlets are optional. Fully
submerged suction outlets (main drains) are not
required in pools and spas. Surface skimming or
overflow systems shall be permitted to provide 100
percent of the flow.
4.4.2 Field built sumps. Field built sumps shall be built
in accordance with the suction outlet fitting assembly
manufacturer's instructions or as may be site specific
designed by a Registered Design Professional.
Figure 4. Single unblockable channel outlet to single pump.
Figure 5. Single unblockable channel outlet to two pumps.
any shape
Figure 6. large unblockable outlet of any shape to single
pump.
4.4.3 Unblockable outlets —single. A fully submerged
unblockable outlet shall have a flow rating equal to or
greater than the maximum system flow as determined
in accordance with Section 4.4.9 (see Figures 4,
5, and 6).
4.4.4 Unblockable outlets -multiple. Fully submerged
unblockable outlets shall have a combined flow rating
equal to or greater than the maximum system flow as
verified in accordance with Section 4.4.9.
4.4.5 Blockable outlets -dual. When the secondary source
of water for a blockable outlet is another submerged
suction outlet assembly, each shall have a flow rating
equal to or greater than the maximum system flow as
determined in accordance with Section 4.4.9.
4.4.6 Blockable outlets -three, or more. When the second-
ary source of water for a blockable outlet is two or
more submerged suction outlet assemblies, the flow
rating of the set shall be determined by combining the
flow rating of all outlets, minus the flow rating of one.
The combined flow rating of the set shall be equal to or
greater than the maximum system flow as determined
in accordance with Section 4.4.9. If the flow ratings of
all outlets are not equal, subtract the flow rating of the
outlet with the highest flow rating.
4.4.7 Blockable outlets -multiple separation. For new con-
struction see Section 5.3. For existing pools and spas
see Section 6.9.
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4.4.9 Maximum system flow rate. The maximum system
flow rate shall be determined according to control
system type where facilities with unsecured control
systems use the options in 4.4.9.1 and facilities with
secured control systems use the options in 4.4.9.2:
4.4.9.1 Maximum system flow rate -unsecured control
systems. The maximum system flow rate is the
pump's flow rate at the highest user selectable
speed while the system is configured to operate at
the lowest achievable system TDH when all flow
is from the submerged suction system (skimmers
off), the filter(s) is clean (when included), and all
pressure -side valves are in the open (maximum
flow) position. This operating point is determined
by one of the following:
• Measuring with flow meter accurate to ±10%
and installed according to the manufacturers
specification, or
• Computing using complete system TDH
calculations and then looking up the flow rate
using the manufacturers certified pump curve, or
• Measuring system TDH at the pump's drain
plugs and then looking up the flow rate using the
manufacturer's certified pump curve.
4.4.9.2 Maximum system flow rate -secured control
systems. The maximum system flow rate is the flow
rate for the pump at its highest operating speed
with the lowest operating system resistance as
defined by the Registered Design Professional. It
applies to new or replacement pumps. Measure-
ments shall be made with a properly sized flow
meter accurate to f 10% and installed according to
manufacturer's instructions.
NOTE: The flow meter must be installed in accor-
dance with the manufacturer's specific instruc-
tions. Careful consideration must be given to pipe
diameter and the required straight pipe distances
between the flow meter and other fittings such as,
but not limited to, elbows, tees, valves etc.
No offset or estimation is to be allowed for flow
meters that are not installed in accordance with the
manufacturer's instructions. The manufacturer's
claims must be NISTB traceable and verified by a
third party.
4.5 Skimmers. Skimmers shall be vented to the atmos-
phere through openings in the lid, or through a
separate vent pipe (see Figure 7).
4.5.1 Skimmer equalizer lines. Skimmer equalizer
lines shall not be used on new construction. Existing
equalizer(s) shall comply with all submerged suction
outlet requirements of this standard (see Figure 8).
vent through lid
Figure 7. Skimmer, vent through lid
iiste
suction outl(
require
Figure 8. Skimmer with equalizer
4.6 Wall vacuum fitting(s). When used, vacuum cleaner
fitting(s) shall be located in an accessible position(s) no
greater than 12 inches (305 ntni) below the water level
and the self closing, self latching fitting shall comply
with IAPMO SPS 4. In addition, the vacuum piping
shall be equipped with a valve to remain in the closed
position when not in use.
NOTICE: SPS-4 requires tools to remove, but due to
incompatible components, there have been multiple
cases of removal upon each usage, sometimes resulting
in loss of components, and the essential safety feature.
Make sure that the attachment of a vacuum hose in
normal usage never leads to removal of the self -closing
self -latching feature.
5 New construction
5.1 General. Methods to avoid entrapment in circulation
systems, swim jet systems, alternative suction systems,
and debris removal systems are shown in Sections 5.2
through 5.5.
5.2 Submerged suction outlets are optional. See Section 4.4.1.
5.2.1 Wading Pools. Due to the unique hazard presented
by submerged suction outlets in wading pools,
submerged suction outlets are prohibited in wading
pools in all areas accessible to the bather.
8. National Institute of Standards and Technology
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ANSI/APSP/ICC-7 2013
5.3 Submerged suction outlets. When used, fully sub-
merged suction outlet fitting assemblies and systems
shall be certified in accordance with Section 4.3.1.
Dual or multiple outlets piped in a single suction
system through a common suction line to a pump(s)
shall not be capable of being isolated by valves.
5.3.1 Blockable outlets -dual separation. Dual outlets
shall be separated by a minimum of 3 feet (914 mm)
measured from center to center of the suction outlet
cover/grate (see Figures 9, 10, and 11) or located on
two (2) different planes, i.e., one (1) on the bottom
and one (1) on the vertical wall, or one (1) each on two
(2) separate vertical walls. (See Figures 12 and 15).
Suction outlets shall not be installed in seating areas.
minimum distance 3 feet (914 mm)
aped (wntedines)
Figure 9. Dual outlets in parallel to one pump
minimum distance 3 feet (914 mm)
apart (centerfines)
Figure 10. Dual outlets in parallel to dual pumps
minimum distance 3 feet (914 mn►)
Figure 11. Dual parallel outlets to two pumps
Figure 12. Dual outlets on different planes
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6.3.2 Multiple Blockable Separation. Three or more sub-
merged outlets are subject to the separation require-
ment of 5.3.1 only on the most widely spaced of the
group. (See Figure 13 or 14.)
Minimum distance 3 feet (914 mitt) between
outermost outlets (outlet centerlines)
?D
0
3.1 ft.
(945 mm)
Figure 13. Three or more outlets to (a) single pump(s)
Three or more outlets in parallel to single pump
Minimum distance
3 ft. (914 mm)
between outlets
(centerline) ,
3 ft. (914 mm)
Figure 14. Three or more outlets in parallel, looped piping
5.4 Outlet sumps in series. Two manufactured sumps
or field -fabricated sumps, with certified suction outlet
covers/grates, piped in series, are typically intended
for debris removal. Between the debris suction outlet
and the pump, there shall be one of the options
certified (see Figure 15). The manufacturer of such
debris removal systems shall test and approve for the
purpose at least one of these.
5.4.1 One (1) additional suction outlet (not in series)
with Certified suction outlet cover/grate located a
minimum of 18 inches (457 mm) from the suction
outlet fitting assembly in the suction line to the
pump(s); or
5.4.2 Engineered suction -limiting vent system; or
5.4.3 Certified manufactured SVRS or APSS.
5.5 Other means. See Section 1.2.
One option
•-- . debrisI outlet required
mm)Figure 15. Sumps in series
here
Section
5.4.1, or
1
5.4:2, or
5.4.3
minimum pipe length
16 inches (457
6 Existing pools and spas
6.1 DANGER! To avoid serious injury or death, the pool or spa
shall be closed to bathers if any suction outlet cover/grate Is
missing, broken, or incorrectly Installed. There Is no backup
for a missing, damaged or incorrectly installed suction outlet
cover/grate. See Appendix C.
6.2 Certified Suction Outlet Covers/Grates. When used,
fully submerged suction outlet fitting assemblies,
cover/grate and associated fitting, fasteners and
assemblies shall be certified in accordance with
Section 4.3.1, not exceed their installed life in years as
indicated by the Certified manufactured or field fabri-
cated outlet documentation, and located in accordance
with Section 5.3.
6.3 Wading Pools. Due to the unique hazard presented
by submerged suction outlets in wading pools, it is
recommended that, whenever possible, the submerged
suction outlet(s) be permanently disabled, or converted
to a return fitting(s) in accordance with 6.6.1, provided
the system piping and skimmer(s)/overflow gutters are
capable of handling the required full system flow
6.4 Evaluation for compliance. All suction outlets, suction
entrapment avoidance systems, and related compo-
nents shall be evaluated and brought into compliance
by a person who is licensed or qualified by the author-
ity having jurisdiction.
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ANSI/APSP/ICC-7 2013
6.5 Retrofitting suction system piping or outlets.
When retrofitting, the retrofit installations shall be
permitted to utilize a portion of the existing facility
and add or replace other elements. The retrofit shall
be in accordance with applicable sections of this
standard.
6.6 Existing installations -single blockable outlets.
The options of Sections 6.6.1 through 6.6.3 shall be
permitted.
6.6.1 Convert suction outlet to return inlet by chang-
ing the piping and installing an appropriate floor (or
wall) inlet(s), designed and/or approved by the manu-
facturer for that purpose, provided the system piping
and skimmer(s) shall be capable of handling the full
system flow, in accordance with Section 4.4.9.
6.6.2 Permanently disable the single outlet, provided
the system piping and skimmer(s) shall be capable
of handling the minimum system flow in accordance
with Section 4.4.9. Methods shall include, but not be
limited to: permanently plug or cap the suction outlet,
or permanently disconnect it from pool pump suction.
6.6.3 When retrofitting existing installations with a
single blockable suction outlet, the system shall be
retrofitted with either a Certified unblockable suction
outlet or a Certified blockable suction outlet cover/
grate and at least one of the following:
• Manufactured SVRS or APSS in accordance with
Section 4.3.2; or
• Suction -limiting vent system; or
• Gravity drainage/flow system; or
• One or more additional certified suction outlet
cover/grate certified in accordance with Section
4.3.1 and located in accordance with Section 5.3.
• Other system approved by the CPSC.
6.7 Existing skimmer equalizer lines. Existing equalizer
lines, when used, shall be retrofitted to comply with
Section 4.5.
6.8 Existing single blockable outlet piped through skimmer.
A single blockable suction outlet piped through a
skimmer shall comply with Section 6.6.
6.9 Existing installation -two or more outlets flowing through
a common line to pump(s). When retrofitting existing
installations, each submerged suction outlet shall
comply with Sections 4.3.1 and 4.4.9.
6.9.1 Multiple outlet separation. When existing blockable
outlets do not comply with Section 5.3, including appli-
cable subsections 5.3.1 and 5.3.2; the system shall be
considered a single blockable outlet system, requiring
compliance with Section 6.6.
6.10 Winterization. CAUTION shall be exercised when
pools are reopened. All winterizing plugs shall be
removed, suction outlet cover/grates shall be secured
in place in accordance with manufacturer's instruc-
tions, and any safety systems shall be functioning in
accordance with manufacturer's instructions.
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Appendix A: Symbols
Bald lines
M
--N
Branch Piping
Outlet Cover/Grate
Check Valve
Pump
Thin lines
Skimmer�anyshap
LI
�:r-s
Suction Line Piping
Outlet Cover/Grate
with Sump
Debris Outlet
with Sump
Channel Outlet
Large Unblockable
Outlet
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Appendix B: Field Checklist for Identifying Suction Entrapment Hazards
This Appendix is not part of the American National Standard
ANSI/APSP/ICC-7 2013 but is included for information only.
Additional copies of the ANSI/APSP/ICC-7 standard and this
Appendix can be purchased by contacting APSP Member
Services at 703.838.0083, ext. 301.
Introduction
This field checklist for identifying suction entrapment hazards
provides information and a systematic process that will help
identify and eliminate suction entrapment hazards in swimming
pools, wading pools, spas, hot tubs, and catch basins. This
information and system is intended to address the hazards of
hair entrapment, limb entrapment, body suction entrapment,
evisceration/disembowelment, and mechanical entrapment.
It does not replace or supersede the information in the body of
Company
City
State Zip_
Date Phone
Inspected by
the ANSI/APSP/ICC-7 standard. These guidelines are intended
for use in inspecting, maintaining, and upgrading residential
and public swimming pools, wading pools, spas, hot tubs,
and catch basins. They are appropriate for use by service
companies, builders, installers, facility owners/operators, home
inspection specialists, parks and recreation personnel, and
others who are responsible for pool and spa safety.
Reference numbers next to each block are used to facilitate
telephone discussion. Mark the tracking boxes with an x to
clearly document the current condition and actions needed
and/ortaken.
A DANGER: To avoid serious injury or death, close the
pool or spa to bathers if any suction outlet cover/
grate is missing, broken or inoperative.
Pool
Pump System
City
State Zip
Date Phone
Owner/Operator
EVALUATION / ACTIONS TAKEN
Inspector Owner/Operator
(N"t Name) (Pont Name)
(Signature) (Date) (Signature) (Date)
The provisions described herein are not intended to prevent the use of any alternative configuration or system, provided any such alternative
meets the intent and requirements of these Guidelines,
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Start Here
Must End on FINISH
What is the Maximum
System gpm of the
single pump system?
%) gpm
See Instructions on reverse page.
Are there multiple outlets?
❑ YES
Are all outlets certified in
accordance with ANSI-APSP-16?**
❑ YES
Does each dual outlet system
have a cover with a flow rating
equal to, or greater than, the
Maximum System GPM?
See Section 4.*
❑ YES
Have you recorded the end -of -life
date for each cover, based on the
installation date and marked life?
❑ YES
Is each cover within the
ANSI/APSP-16 service life?**
❑ YES
Is each cover undamaged?
❑ YES
Are there outlets?
Fully submerged suction outlet(s) located in the floor,
on the wall, or any skimmer equalizer fittings/lines.
❑YES
How
many pumps
does the outlet
(do the outlets)
❑ONE serve? ❑ MULTIPLE
2 v 13
❑ NO
3
❑ NO
4
❑ NO
5
NO
6
❑ NO
7
❑ NO
8
Is each cover adequately secured ❑ NO
to a sump/fitting/anchors for which
the cover is certified in accordance
with ANSI/APSP-16?**
ig
❑ YES
❑ NO
Is the sump a
Field Fabricated Sump?
10
❑ YES
Is the Field Fabricated Sump compatible
with the cover manufacturer's
❑ YES
instructions, including, but not limited to:
1. Clearance between the pipe
and underside of cover(s)
NO, or
2. Clearance between edge of frame
❑ Unknown
and the bottom of the sump?
11
12
What is the Maximum \
Combined gpm of the
multi -pump system?
L_)+C__)+(_)=t-)
gpm
NOTE: Include ALL pumps.
See Instructions on reverse paj
----------------------------------------------------------
Are all outlets unblockable, in accordance with ❑
ANSI/APSP-16,** or certified by a Registered �--
Design Professional (RDP)?
L--------------------------- '15
.L ❑ NO
16
ACTION REQUIRED
This system requires ANSI/APSP-16-compliant**
suction outlet fittings. Unblockable outlets may be
certified by a Registered Design Professional (RDP)
as having covers/grates, sumps, and fastening systems
in accordance with ANSI/APSP-16.**
Manufactured product required to be tested and listed
per ANSI/APSP-16 requirements.**
Each replacement cover must have a flow rating equal to
or greater than the Maximum System GPM (See Section 4*)
or the Maximum System GPM may be permanently reduced
below the cover flow rating by replacing pump or permanently
restricting the pump discharge flow, provided the maximum
tumover time is not exceeded.
L--------------------------------------------------------- 17
❑ YES
LE
Are there two or more outlets for each pump?
� tp ------------------------- 118
---------------------------
WARNING!
Covers are not compatible with all sumps/fittings.
Replace with compatible cover and/or create ;
compliant sump per cover manufacturer's instructions.
'--------------------------------------------------------',19
* Unless explicitly noted, all section numbers refer to ANSI/APSP/ICC-7 2013. ** All references to ANSI/APSP-16 mean ANSI/APSP-16
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APPENDIX
m,, e
YES
Pump/System: Date:
© 2006-2013 The Association of Pool 8 Spa Professionals. All rights reserved.
Revised Date 10.29-13S
VACUUM FITTING Is there a dedicated vacuum cleaner fitting? NO
20 24
❑ YES
Is there a fitting lid (cover) tested and listed by an Independent ❑YES
Testing Laboratory in accordance with IAPMO-SPS 4?
25
❑ NO
-------------------------------------------- ---------------i
Install or replace with fitting lid tested to IAPMO-SPS 4.
------------------------26
1kil'sp
The Association of
Pool & Spa Professionals`
OCTOBER, 2013
Complete ❑
GO TO VACUUM FITTING
21
❑ YES
Is the center -to -center distance
between the covers at least ❑ NO
36 inches, or are the outlets
on separate planes?
22
ENO
Is the single outlet...
NO
A. an equalizer line piped through
the second port of a skimmer?
B. unblockable?
C. a combination outlet/inlet
incorporated into a single fitting?
D. a venturi-driven system?
❑ YES
9-40 �FINISH
28
---------------------------------------------------
Install ANSI/APSP-16-compliant** multiple outlets with ❑
adequate flow ratings, and with center -to -center distance
between the covers of at least 36 inches, orwith the 7--
outlets on separate planes. See Sections 5.3* and 5.4.* 1
---------------------------------------------------'29
----------------------------------------------------
Convert single suction outlet to return inlet by ❑
changing the piping, provided that the system piping and �—
skimmer(s) are capable of handling the full system flow.
--------------------------------------'30
---------------------------------------------------; ❑
Convert to a gravity flow system. ;--
---------------------------------------------------'31
-------------------------------------------
Install an engineered vent system.
' 132
---------------------------------------------------
Install and test per manufacturer's installation
instructions, a manufactured safety vacuum release
system (SVRS) in accordance with Section 4.3.2.*
33
--------------------------------------------------
--------------
Permanently disable the single outlet.
Verify that the overflow and skimmers are capable
of handling the required system flow and that "—
minimum turnover rates are achieved.
23 L--------------------------------------------------- '34
Complete ❑ GO TO VACUUM FITTING )d
35
27
or ASME Al 12.19.8 2007 or VGB 2008.
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Finding the Maximum Flow Rate of an Existing System
Preparation:
1. Open all valves to their full open position for pool or spa
circulation. (For secured systems, do not adjust valves.)
2. Remove eyeball fittings from return inlets (when removable by
hand).
3. Clean skimmer and pump baskets. Turn off skimmer to isolate
outlet, if possible.
4. Backwash or clean sand filter/DE grids, or remove cartridge.
When inspecting existing installations, the maximum possible flow
rate of suction system must be determined as explained in 4.4.9.*.
Pump Method 1: Measure flow rate with a flow meter
accurate to ±10% (see Section 4.4.9).*
Pump Method 2: Calculate using pressure and vacuum
gauge readings (see diagram below).
1. Install a vacuum gauge as close to the bottom of the strainer
basket as possible.
2. Install a pressure gauge as close to the pump discharge as
possible.
NOTE: It may be necessary to use an NPT9 x barb fitting with a
short section of plastic tubing connected to a gauge if gauges
cannot be screwed into drain holes provided in pump.
3. Multiply vacuum reading by 1.13 and record.
4. Multiply pressure reading by 2.31 and record.
5. Add results of steps 3 and 4 together to get the approximate
Total Dynamic Head (TDH) in feet of head.
6. Using the published curve for the pump, find the Total Dynamic
Head calculated above on the vertical axis, and read the flow
rate on the horizontal axis.
7. This will give you the maximum flow rate within approx. 10%.
Pressure head: gauge psi x 2.31 = feet of water
Suction head: gauge inches Hg x 1,13 = feet of water
EXAMPLE: If the pressure gauge reads 14 psi and the vacuum
gauge reads 6 inches of mercury (Hg), the approximate
Total Dynamic Head (TDH) of the system would be 39.12 feet.
hair �— 1
and
PUMP lint
trap
Q�
14 psi f
pressure gauge
6 in. Hg
vacuum gauge
Pressure Head =14 psi x 2.31 = 32.34 feet
Suction Head = 6 In. Hg x 1.13 = 6.78 feet
Total Dynamic Head = 39.12 feet
Gravity Flow Calculation
Flow (gpm) = 1786 x [D (inch)15 x H (inch)
L (inch) + [55 x D (inch)]
(Where 55 D accounts for energy loss of stream)
EXAMPLE: Gravity flow through 2" IPS Schedule 40 PVC pipe
with an inside diameter of 2.067" with 32.0 feet of pipe and 2
elbows of equivalent length of 6.0 feet. The top of the pipe open-
ing into the collector tank is 8" below pool water level.
Flow = 1786 x [2.067]5 x 8 = 29 gpm
(gpm) (32 + (2 x 6)] x 12 + [55 x 2.0671
Cover/Grate Audit
Existing Pump
Manufacturer Model
Pool Volume
Gallons
Filter
Manufacturer Model Size (Sq. Ft.)
Existing
Cover Manufacturer Model G;X9
Pressure Vacuum
psi Inches of Hg
TDH System Flow (from Pump Curve)
Feet of water GPM
Maximum Flow
New Cover
Manufacturer Model GPM
Replacement Date
Maximum Drawdown
(Calculated)
Measured Measured Measured Measured
NOTE: Check cover manufacturer's installation instructions for the
following items per ANSI/APSP-16.**
❑ Cover compatible with sump
❑ Attachments (hardware/screws)
❑ Field fabricated sump as specified by cover manufacturer
The Association of
Pool & Spa Professionals'
8. National Pipe Thread
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APPENDIX
Appendix C: Entrapment Avoidance Warning Sign
This appendix is not part of the American National Standard ANSI/APSP/ICC-7 2013. It is included for information only.
A WARNING
Drowning Hazard
Avoid Drain Covers Avoid Body Entrapment Avoid Evisceration
Avoid Hair Entanglement Avoid Finger Entrapment
• Never play or swim near drains (submerged suction fittings).
Your body or hair may be trapped, causing permanent injury
or drowning.
Never enter the pool or spa if a drain cover (suction fitting cover)
is loose, broken, or missing.
• Immediately notify the pool/spa owner or operator if you find
a drain cover (suction fitting cover) loose, broken, or missing.
For further information contact The Association of Pool & Spa Professionals.
Visit the U.S. Consumer Product Safety Commission website at www.cpsc.gov to read their
entrapment guidelines: "Guidelines for Entrapment Hazards: Making Pools and Spas Safer 2005"
Also visit: www.poolsafely.gov and www.APSP.org
IMPORTANT SAFETY NOTE: If you choose to display this warning device as a sign,
please make sure that it conforms to ANSI/NEMA Z535.4-2011 Standard for Product
Safety Signs and Labels, or latest revision.
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ANSI/APSP/ICC-7 2013
Appendix D: Sources of Material
This Appendix is not part of the American National Standard ANSI/APSP/ICC-8 2005 (132013). It is included for information only.
ANSI American National Standards Institute
IAPMO International Association of Plumbing and
25 West 43rd Street
Mechanical Officials
New York NY 10036
5001 E. Philadelphia Street
Tel: 212-642-4900
Ontario, CA 91761
Fax: 212-398-0023
Tel: 909-595-8449
www.ansi.org
Fax: 909-472-4150
APSP Association of Pool & Spa Professionals
www.iapmo.org
(formerly National Spa and Pool Institute)
NFPA National Fire Protection Association
2111 Eisenhower Avenue
1 Batterymarch Park
Alexandria VA 22314
Quincy MA 02269
Tel: 703-838-0083
Tel: 617-770-3000
Fax: 703-549-0493
Fax: 617-770-0700
www.APSP.org
www.nfpa.org
ASTM International Standards Worldwide
UL Underwriters Laboratories Inc.
(formerly American Society of Testing & Materials)
333 Pfingsten Road
100 Barr Harbor Drive
Northbrook IL 60062-2096
West Conshohocken, PA 19428-2959
Tel: 847-272-8800
Tel: 610-832-9500
Fax: 877-272-8129
Fax: 610-832-9555
www.ul.com
www.astm.org
(Approved by the American National Standards Institute October 8, 2013)
©2013 The Association of Pool & Spa Professionals A-7
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Familiarity with the ANSI/APSP/ICC standards is essential for anyone who
builds, manufactures, sells, or services pools, spas or hot tubs.
�L
I�
SP
The Association of
Pool & Spa Professionals'
2111 Eisenhower Avenue
Alexandria VA 22314-4695
703.838.0083
memberservices@APSP.org
APSP.org
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