Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers

SIGNIFICANCE AND USE
5.1 This practice is intended to provide a standard set of guidelines that are to be followed when conducting and reporting on inspections of installed fire resistive joint systems.  
5.2 This practice is intended to provide a means to verify compliance of the installed fire resistive joint systems to the inspection documents.  
5.3 This practice is not intended to provide a basis for selecting installers or products, or both.  
5.4 This practice is not intended to establish any performance criteria of the inspected fire resistive joint systems.
SCOPE
1.1 This practice covers the establishment of procedures to inspect fire resistive joint systems, including methods for field verification and inspection.  
1.2 This practice addresses all types of fire resistive joint systems and of perimeter joint protection.
Note 1: Fire resistive joint system and joint are defined in Test Method E1966 and UL 2079.
Note 2: Perimeter joint protection is defined in Test Method E2307.
Note 3: Fire resistive joint systems include joints between two fire resistive assemblies, and perimeter joints between a fire resistive floor assembly and a non-fire-resistive wall assembly. The application of these systems are sometimes extended based on an evaluation to other types of construction.  
1.3 This practice provides methods by which qualified inspectors verify that required fire resistive joint systems on a project have been installed and that their installations are in accordance with the inspection documents.  
1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

Status
Published
Publication Date
30-Sep-2020
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.21 - Serviceability

Relations

Effective Date
01-Jan-2024
Effective Date
01-Nov-2023
Effective Date
01-Jul-2019
Effective Date
01-Mar-2019
Effective Date
15-Dec-2018
Effective Date
01-Mar-2018
Effective Date
01-Aug-2016
Effective Date
01-Oct-2015
Effective Date
01-Oct-2015
Effective Date
01-Aug-2015
Effective Date
01-Aug-2015
Effective Date
01-Jun-2015
Effective Date
01-Apr-2015
Effective Date
01-Mar-2015
Effective Date
01-Feb-2015

Overview

ASTM E2393-20a is the Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers. Developed by ASTM International, this standard provides a comprehensive framework for conducting and reporting inspections for fire resistive joint systems in buildings. It is intended to help ensure that installed fire resistive joints and perimeter fire barrier systems meet the documented requirements for fire protection, supporting building code compliance and enhancing overall life safety.

This standard does not establish performance criteria or specify installation methods, nor is it designed to select products or installers. Instead, it standardizes inspection protocols and documentation, aiding collaboration between inspectors, contractors, installers, and authorities having jurisdiction (AHJ).

Key Topics

  • Scope of Inspection:
    Covers field verification and inspection procedures for a wide variety of fire resistive joint systems, including those between fire-resistive assemblies and perimeter joints between fire-resistive floors and non-fire-resistive walls.

  • Inspector Qualifications:
    Outlines the required qualifications and impartiality for inspectors, emphasizing the importance of conflict-free, accredited inspection.

  • Inspection Documentation:
    Specifies essential documents such as inspection forms and reports, including requirements for completeness, format, and the sequential numbering of forms for traceability.

  • Inspection Schedule and Procedure:
    Details the process of scheduling inspections with installers, conducting pre-installation material checks, observing installations, and verifying compliance through visual or destructive means.

  • Verification of Materials:
    Requires verification that all installed materials are listed, labeled, and in conformance with approved inspection documents, and that each component matches specified criteria.

  • Handling Nonconformance:
    Describes procedures for documenting deficiencies, requiring repairs, and re-inspecting systems to ensure compliance before final acceptance.

  • Reporting:
    Mandates a comprehensive final report summarizing inspection activities, methods, findings, and any corrective actions taken.

Applications

ASTM E2393-20a is widely applicable in the construction and building inspection industries, particularly where fire safety is a critical concern:

  • Code Compliance:
    Supports verification of building code adherence, in coordination with documents such as the International Building Code and NFPA 5000.

  • Quality Assurance:
    Assists building owners and project managers in maintaining high standards of fire protection through rigorous, standardized inspection practices.

  • Documentation for Authorities:
    Provides clear, auditable records for AHJs, supporting project approval and certification processes.

  • Retrofit and Existing Buildings:
    Valuable for inspecting fire resistive joint systems in both new construction and retrofit scenarios, ensuring ongoing safety and code alignment.

  • Project Collaboration:
    Facilitates effective communication and coordination among general contractors, subcontractors, installers, inspectors, architects, and engineers.

Related Standards

  • ASTM E1966 - Test Method for Fire-Resistive Joint Systems
  • ASTM E2307 - Test Method for Determining Fire Resistance of Perimeter Fire Barriers
  • ASTM E699 - Specification for Agencies Involved in Quality Assurance
  • UL 2079 - Fire Tests of Fire Resistive Joints
  • International Building Code (IBC)
  • NFPA 5000 - Building Construction and Safety Code

Practical Value

Implementing ASTM E2393-20a on construction projects enhances fire safety, supports regulatory compliance, and standardizes inspection and reporting. By following this standard, stakeholders reduce risk, facilitate project approvals, and ensure that fire resistive joint systems provide the intended protection throughout the building lifecycle.

Keywords: fire resistive joint system, inspection, building code compliance, fire barrier, ASTM E2393, perimeter fire barrier, inspector qualifications, construction safety

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Frequently Asked Questions

ASTM E2393-20a is a standard published by ASTM International. Its full title is "Standard Practice for On-Site Inspection of Installed Fire Resistive Joint Systems and Perimeter Fire Barriers". This standard covers: SIGNIFICANCE AND USE 5.1 This practice is intended to provide a standard set of guidelines that are to be followed when conducting and reporting on inspections of installed fire resistive joint systems. 5.2 This practice is intended to provide a means to verify compliance of the installed fire resistive joint systems to the inspection documents. 5.3 This practice is not intended to provide a basis for selecting installers or products, or both. 5.4 This practice is not intended to establish any performance criteria of the inspected fire resistive joint systems. SCOPE 1.1 This practice covers the establishment of procedures to inspect fire resistive joint systems, including methods for field verification and inspection. 1.2 This practice addresses all types of fire resistive joint systems and of perimeter joint protection. Note 1: Fire resistive joint system and joint are defined in Test Method E1966 and UL 2079. Note 2: Perimeter joint protection is defined in Test Method E2307. Note 3: Fire resistive joint systems include joints between two fire resistive assemblies, and perimeter joints between a fire resistive floor assembly and a non-fire-resistive wall assembly. The application of these systems are sometimes extended based on an evaluation to other types of construction. 1.3 This practice provides methods by which qualified inspectors verify that required fire resistive joint systems on a project have been installed and that their installations are in accordance with the inspection documents. 1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

SIGNIFICANCE AND USE 5.1 This practice is intended to provide a standard set of guidelines that are to be followed when conducting and reporting on inspections of installed fire resistive joint systems. 5.2 This practice is intended to provide a means to verify compliance of the installed fire resistive joint systems to the inspection documents. 5.3 This practice is not intended to provide a basis for selecting installers or products, or both. 5.4 This practice is not intended to establish any performance criteria of the inspected fire resistive joint systems. SCOPE 1.1 This practice covers the establishment of procedures to inspect fire resistive joint systems, including methods for field verification and inspection. 1.2 This practice addresses all types of fire resistive joint systems and of perimeter joint protection. Note 1: Fire resistive joint system and joint are defined in Test Method E1966 and UL 2079. Note 2: Perimeter joint protection is defined in Test Method E2307. Note 3: Fire resistive joint systems include joints between two fire resistive assemblies, and perimeter joints between a fire resistive floor assembly and a non-fire-resistive wall assembly. The application of these systems are sometimes extended based on an evaluation to other types of construction. 1.3 This practice provides methods by which qualified inspectors verify that required fire resistive joint systems on a project have been installed and that their installations are in accordance with the inspection documents. 1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard. 1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.6 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. 1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

ASTM E2393-20a is classified under the following ICS (International Classification for Standards) categories: 13.220.50 - Fire-resistance of building materials and elements. The ICS classification helps identify the subject area and facilitates finding related standards.

ASTM E2393-20a has the following relationships with other standards: It is inter standard links to ASTM E176-24, ASTM E2307-23b, ASTM E2307-19, ASTM E1966-15(2019), ASTM E176-18a, ASTM E176-18, ASTM E699-16, ASTM E2307-15b, ASTM E2307-15be1, ASTM E176-15a, ASTM E176-15ae1, ASTM E1966-15, ASTM E2307-15a, ASTM E631-15, ASTM E176-15. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

ASTM E2393-20a is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: E2393 − 20a
Standard Practice for
On-Site Inspection of Installed Fire Resistive Joint Systems
and Perimeter Fire Barriers
This standard is issued under the fixed designation E2393; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope 2. Referenced Documents
1.1 This practice covers the establishment of procedures to 2.1 ASTM Standards:
inspect fire resistive joint systems, including methods for field E176 Terminology of Fire Standards
verification and inspection. E631 Terminology of Building Constructions
E699 SpecificationforAgenciesInvolvedinTesting,Quality
1.2 This practice addresses all types of fire resistive joint
Assurance, and Evaluating of Manufactured Building
systems and of perimeter joint protection.
Components
NOTE1—FireresistivejointsystemandjointaredefinedinTestMethod
E1966 Test Method for Fire-Resistive Joint Systems
E1966 and UL 2079.
NOTE 2—Perimeter joint protection is defined in Test Method E2307.
E2307 Test Method for Determining Fire Resistance of
NOTE 3—Fire resistive joint systems include joints between two fire
Perimeter Fire Barriers Using Intermediate-Scale, Multi-
resistive assemblies, and perimeter joints between a fire resistive floor
story Test Apparatus
assembly and a non-fire-resistive wall assembly. The application of these
systems are sometimes extended based on an evaluation to other types of 2.2 UL Standard:
construction.
UL 2079 Fire Tests of Fire Resistive Joints
1.3 This practice provides methods by which qualified
2.3 Other Documents:
inspectors verify that required fire resistive joint systems on a
International Building Code
project have been installed and that their installations are in
NFPA 5000 Building Code
accordance with the inspection documents.
3. Terminology
1.4 The values stated in inch-pound units are to be regarded
as standard. No other units of measurement are included in this 3.1 Definitions—Terms defined in Terminology E631, Ter-
standard. minology E176, and Specification E699 will prevail for terms
not defined in this document.
1.5 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
3.2 Definitions of Terms Specific to This Standard:
responsibility of the user of this standard to establish appro-
3.2.1 accredited testing laboratory—a company engaged in
priate safety, health, and environmental practices and deter-
conducting testing and possesses a valid evaluation report for
mine the applicability of regulatory limitations prior to use.
testing services and is recognized by the AHJ.
1.6 The text of this standard references notes and footnotes
3.2.2 authority having jurisdiction (AHJ)—the designated
which provide explanatory material. These notes and footnotes
authority, or their duly authorized representative, charged with
(excluding those in tables and figures) shall not be considered
the administration and enforcement of the local fire code or
as requirements of the standard.
building code, or both.
1.7 This international standard was developed in accor-
3.2.3 authorizing authority (AA)—the designated person, or
dance with internationally recognized principles on standard-
organization, or their duly authorized representative, charged
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Barriers to Trade (TBT) Committee.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
1 3
This practice is under the jurisdiction of ASTM Committee E06 on Perfor- Available from Underwriters Laboratories (UL), 333 Pfingsten Rd.,
mance of Buildings and is the direct responsibility of Subcommittee E06.21 on Northbrook, IL 60062-2096, http://www.ul.com.
Serviceability. Available from International Code Council (ICC), 500 New Jersey Ave., NW,
Current edition approved Oct. 1, 2020. Published October 2020. Originally 6th Floor, Washington, DC 20001, http://www.iccsafe.org.
approved in 2004. Last previous edition approved in 2020 as E2393-20. DOI: Available from National Fire Protection Association (NFPA), 1 Batterymarch
10.1520/E2393-20A. Park, Quincy, MA 02169-7471, http://www.nfpa.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E2393 − 20a
with the administration and enforcement of the provisions of 4.4 This practice provides a standard inspection form that is
this inspection document. to be used when inspecting fire resistive joint systems.
3.2.3.1 Discussion—Examples of the AA include the re-
4.5 This practice provides a standard report format that is to
sponsible Architect, Engineer, Building Owner, or their repre-
be used when reporting the inspection results.
sentatives.
3.2.4 evaluation report—an approved document issued by
5. Significance and Use
the Model Code Body Evaluation Service or by the AHJ.
5.1 This practice is intended to provide a standard set of
3.2.5 inspection document—anyinformationprovidedtothe
guidelines that are to be followed when conducting and
inspector by the AA that is to be used as the basis for the
reportingoninspectionsofinstalledfireresistivejointsystems.
inspection process. This information shall include, but is not
5.2 This practice is intended to provide a means to verify
limited to, project specifications, contract drawings, Listed
compliance of the installed fire resistive joint systems to the
Designs, judgments, manufacturer’s instructions and designs,
inspection documents.
building codes and other documentation.
3.2.5.1 Discussion—Theapprovedfireresistivejointsystem 5.3 This practice is not intended to provide a basis for
selecting installers or products, or both.
submittal typically includes the manufacturer’s product data, a
design listing of the tested fire resistive joint system, or the
5.4 This practice is not intended to establish any perfor-
engineering judgment design with illustrated drawings or
mance criteria of the inspected fire resistive joint systems.
descriptive text, or both, for the purpose of verifying each
installation and conducting the field-inspection procedures.
6. Inspector Qualifications
3.2.6 inspection form—the document contained in this prac-
6.1 Inspectors shall either be contract inspectors or jurisdic-
tice that is used to record information obtained during the
tional inspectors.
inspection(s).
6.2 Contract Inspectors:
3.2.7 inspector—an individual meeting the qualifications set
6.2.1 Contract Inspectors shall be acceptable to theAHJ and
forth in this document and who performs the inspection.
shall meet at least one of the following requirements.
3.2.8 judgment—an evaluation of a field condition which
6.2.1.1 Meet the criteria contained in Specification E699 for
does not conform to an existing tested and listed system.
agencies involved in quality assurance, or
3.2.8.1 Discussion—Judgments are expected to be issued by
6.2.1.2 Have a minimum of two years experience in con-
a manufacturer or an accredited testing laboratory on the basis
struction field inspections and have education, credentials, and
of an appropriate combination of engineering principles and
experience acceptable to the AA, or
testing.
6.2.1.3 Be a Quality Assurance Agency accredited by the
3.2.8.2 Discussion—The judgment is commonly referred to
AHJ.
as an “Engineering Judgment” in the fire stopping industry.
6.2.2 Conflicts of Interest:
These judgments are not always issued by Engineers.
6.2.2.1 The contract inspector shall be completely indepen-
3.2.8.3 Discussion—Some AHJs allow a judgment by the
dent of, and divested from, the installer, contractor,
manufacturer if there is no tested and listed system for the
manufacturer, or supplier of any material being inspected.
non-typical condition, others do not. Most AHJs will allow
6.2.2.2 The contract inspector shall not be a competitor of
judgments by accredited testing laboratories.
the installer, contractor, manufacturer, or supplier of any
3.2.9 listing label—identification applied to the product that
material being inspected.
includes the name of a quality assurance agency indicating that
6.2.3 The contract inspector shall submit notarized state-
a representative sample of the product or material has been
ments to the AA assuring compliance with 6.2.2.
tested and evaluated by the quality assurance agency.
6.2.4 The contract inspector shall provide proof of insur-
ancerequiredbystatute,orbytheAA,orbytheAHJ,orbyany
3.2.10 quality assurance agency—a company that is en-
combination of these.
gaged in conducting inspections, or certification, or listing and
6.2.5 The contract inspector shall make a written submis-
labeling services, or any combination, and possessing a valid
sion to theAArequesting acceptance. If accepted, theAAshall
evaluationreportforqualityassuranceandisrecognizedbythe
present the contract inspector with written confirmation of
AHJ.
acceptance.
4. Summary of Practice
6.3 Jurisdictional Inspectors:
6.3.1 A jurisdictional inspector shall have qualifications as
4.1 This practice sets forth the minimum requirements to
required by the AHJ.
qualify an inspector to use this practice.
4.2 This practice identifies the types of fire resistive joint
7. Inspection Documents
systems subject to the inspection procedures outlined in this
7.1 The inspection documents shall be reviewed by and
practice.
acceptable to the AA and AHJ.
4.3 This practice provides the minimum information re-
quiredtoverifycomplianceofinstalledfireresistivejointswith 7.2 The AA shall be responsible for ensuring that the
inspection documents. inspection documents do not contain conflicting information.
E2393 − 20a
7.3 The AA shall provide the inspector with a complete set 10. Inspection
of inspection documents at least ten working days prior to the
10.1 The inspector shall be permitted to enter the premises
inspection.Theinspectorshallreviewallinspectiondocuments
to review the applicable inspection documents, to observe the
prior to conducting any inspection. When the inspector be-
installation in progress, to inspect completed work, and to
lieves that the inspection documents contain conflicting infor-
perform overall functions relative to their duty as inspector.
mation or documentation that the inspector believes is insuffi-
10.2 The inspector shall use the inspection documents, in
cient to perform the inspection, the inspector shall submit
7.3, to identify and locate fire rated assemblies on the project
written notification of the potential conflict and obtain written
that are subject to the installation of fire resistive joint systems.
clarification from the AA before conducting any inspection.
10.3 The installer shall notify the inspector of the arrival of
7.4 As part of the inspection documents, Listed Designs
the materials (described in 8.1 through 8.4 inclusive).
shall be provided for every fire resistive joint system, as a
reference against which to compare the installation. As an 10.4 Prior to installation, the inspector shall verify that all
materials received for the installation of the fire resistive joint
alternative for every case where a Listed Design does not exist
for a particular application, a Judgment, issued by a manufac- systems meet the requirements of 8.1 through 8.4 inclusive and
record this information on the inspection form.
turer or an accredited testing laboratory and acceptable to the
AHJ,shallbeprovidedasareferenceagainstwhichtocompare
10.5 Prior to installation, the inspector shall verify any
and inspect the installation.
constructiondetailontheinspectiondocumentsthatwillnotbe
visible after the fire resistive joint system installation and
8. Materials
record this information on the inspection form.
NOTE 5—The following are some examples of construction details that
8.1 The inspector shall verify that the materials and systems
may not be visible after the installation process: amount of free movement
used for fire resistive joints on the job are in compliance with
area,theratedfloorassemblythickness,thewidthofopening,andthewall
listed systems that have been tested in accordance with Test
construction.
Method E1966 or UL 2079, and are Listed and Labeled for the
10.6 The inspector shall not supervise or in any manner
intended use.
direct any aspect of the installation process. This includes, but
NOTE 4—Listed and Labeled refers to materials, devices, or assemblies
is not limited to, the following:
that have been tested by an accredited testing laboratory after which the
10.6.1 Handling and storage of materials,
test results and description of the materials, devices, or assemblies are
10.6.2 The mixing of materials,
published by an accredited quality assurance agency and the materials,
devices, or assemblies bear a Listing Label.
10.6.3 The cutting or fastening of materials, and
10.6.4 The preparation of substrates.
8.2 All materials shall bear a Listing Label as defined in
3.2.9. Manufacturer’s container labels shall include the manu-
10.7 When work is started and completed in accordance
facturer’s name, product name and product description. Other
with the schedule in Section 9, the installer shall notify the
components of the fire resistive joint system shall also be
inspector.Inspectionofcompletedworkshalltakeplacewithin
identifiable by labeling or other method approved by theAHJ.
two working days from notification by the installer.
8.3 All mat
...


This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: E2393 − 20 E2393 − 20a
Standard Practice for
On-Site Inspection of Installed Fire Resistive Joint Systems
and Perimeter Fire Barriers
This standard is issued under the fixed designation E2393; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This practice covers the establishment of procedures to inspect fire resistive joint systems, including methods for field
verification and inspection.
1.2 This practice addresses all types of fire resistive joint systems and of perimeter joint protection.
NOTE 1—Fire resistive joint system and joint are defined in Test Method E1966 and UL 2079.
NOTE 2—Perimeter joint protection is defined in Test Method E2307.
NOTE 3—Fire resistive joint systems include joints between two fire resistive assemblies, and perimeter joints between a fire resistive floor assembly and
a non-fire-resistive wall assembly. The application of these systems are sometimes extended based on an evaluation to other types of construction.
1.3 This practice provides methods by which qualified inspectors verify that required fire resistive joint systems on a project have
been installed and that their installations are in accordance with the inspection documents.
1.4 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this
standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of
regulatory limitations prior to use.
1.6 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of the standard.
1.7 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2.1 ASTM Standards:
This practice is under the jurisdiction of ASTM Committee E06 on Performance of Buildings and is the direct responsibility of Subcommittee E06.21 on Serviceability.
Current edition approved April 1, 2020Oct. 1, 2020. Published June 2020October 2020. Originally approved in 2004. Last previous edition approved in 20152020 as
E2393-10a (2015). -20. DOI: 10.1520/E2393-20.10.1520/E2393-20A.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E2393 − 20a
E176 Terminology of Fire Standards
E631 Terminology of Building Constructions
E699 Specification for Agencies Involved in Testing, Quality Assurance, and Evaluating of Manufactured Building Components
E1966 Test Method for Fire-Resistive Joint Systems
E2307 Test Method for Determining Fire Resistance of Perimeter Fire Barriers Using Intermediate-Scale, Multi-story Test
Apparatus
2.2 UL Standard:
UL 2079 Fire Tests of Fire Resistive Joints
2.3 Other Documents:
International Building Code
NFPA 5000 Building Code
3. Terminology
3.1 Definitions—Terms defined in Terminology E631, Terminology E176, and Specification E699 will prevail for terms not
defined in this document.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 accredited testing laboratory—a company engaged in conducting testing and possesses a valid evaluation report for testing
services and is recognized by the AHJ.
3.2.2 authority having jurisdiction (AHJ)—the designated authority, or their duly authorized representative, charged with the
administration and enforcement of the local fire code or building code, or both.
3.2.3 authorizing authority (AA)—the designated person, or organization, or their duly authorized representative, charged with the
administration and enforcement of the provisions of this inspection document.
3.2.3.1 Discussion—
Examples of the AA include the responsible Architect, Engineer, Building Owner, or their representatives.
3.2.4 evaluation report—an approved document issued by the Model Code Body Evaluation Service or by the AHJ.
3.2.5 inspection document—any information provided to the inspector by the AA that is to be used as the basis for the inspection
process. This information shall include, but is not limited to, project specifications, contract drawings, Listed Designs, judgments,
manufacturer’s instructions and designs, building codes and other documentation.
3.2.5.1 Discussion—
The approved fire resistive joint system submittal typically includes the manufacturer’s product data, a design listing of the tested
fire resistive joint system, or the engineering judgment design with illustrated drawings or descriptive text, or both, for the purpose
of verifying each installation and conducting the field-inspection procedures.
3.2.6 inspection form—the document contained in this practice that is used to record information obtained during the inspection(s).
3.2.7 inspector—an individual meeting the qualifications set forth in this document and who performs the inspection.
3.2.8 judgment—an evaluation of a field condition which does not conform to an existing tested and listed system.
3.2.8.1 Discussion—
Judgments are expected to be issued by a manufacturer or an accredited testing laboratory on the basis of an appropriate
combination of engineering principles and testing.
3.2.8.2 Discussion—
The judgment is commonly referred to as an “Engineering Judgment” in the fire stopping industry. These judgments are not always
issued by Engineers.
3.2.8.3 Discussion—
Available from Underwriters Laboratories (UL), 333 Pfingsten Rd., Northbrook, IL 60062-2096, http://www.ul.com.
Available from International Code Council (ICC), 500 New Jersey Ave., NW, 6th Floor, Washington, DC 20001, http://www.iccsafe.org.
Available from National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy, MA 02169-7471, http://www.nfpa.org.
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Some AHJs allow a judgment by athe manufacturer if there is no tested and listed system for the non-typical condition, others do
not. Most AHJs will allow judgments by accredited testing laboratories.
3.2.9 listing label—identification applied to the product that includes the name of a quality assurance agency indicating that a
representative sample of the product or material has been tested and evaluated by the quality assurance agency.
3.2.10 quality assurance agency—a company that is engaged in conducting inspections, or certification, or listing and labeling
services, or any combination, and possessing a valid evaluation report for quality assurance and is recognized by the AHJ.
4. Summary of Practice
4.1 This practice sets forth the minimum requirements to qualify an inspector to use this practice.
4.2 This practice identifies the types of fire resistive joint systems subject to the inspection procedures outlined in this practice.
4.3 This practice provides the minimum information required to verify compliance of installed fire resistive joints with inspection
documents.
4.4 This practice provides a standard inspection form that is to be used when inspecting fire resistive joint systems.
4.5 This practice provides a standard report format that is to be used when reporting the inspection results.
5. Significance and Use
5.1 This practice is intended to provide a standard set of guidelines that are to be followed when conducting and reporting on
inspections of installed fire resistive joint systems.
5.2 This practice is intended to provide a means to verify compliance of the installed fire resistive joint systems to the inspection
documents.
5.3 This practice is not intended to provide a basis for selecting installers or products, or both.
5.4 This practice is not intended to establish any performance criteria of the inspected fire resistive joint systems.
6. Inspector Qualifications
6.1 Inspectors shall either be contract inspectors or jurisdictional inspectors.
6.2 Contract Inspectors:
6.2.1 Contract Inspectors shall be acceptable to the AHJ and shall meet at least one of the following requirements.
6.2.1.1 Meet the criteria contained in Specification E699 for agencies involved in quality assurance, or
6.2.1.2 Have a minimum of two years experience in construction field inspections and have education, credentials, and experience
acceptable to the AA, or
6.2.1.3 Be a Quality Assurance Agency accredited by the AHJ.
6.2.2 Conflicts of Interest:
6.2.2.1 The contract inspector shall be completely independent of, and divested from, the installer, contractor, manufacturer, or
supplier of any material being inspected.
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6.2.2.2 The contract inspector shall not be a competitor of the installer, contractor, manufacturer, or supplier of any material being
inspected.
6.2.3 The contract inspector shall submit notarized statements to the AA assuring compliance with 6.2.2.
6.2.4 The contract inspector shall provide proof of insurance required by statute, or by the AA, or by the AHJ, or by any
combination of these.
6.2.5 The contract inspector shall make a written submission to the AA requesting acceptance. If accepted, the AA shall present
the contract inspector with written confirmation of acceptance.
6.3 Jurisdictional Inspectors:
6.3.1 A jurisdictional inspector shall have qualifications as required by the AHJ.
7. Inspection Documents
7.1 The inspection documents shall be reviewed by and acceptable to the AA and AHJ.
7.2 The AA shall be responsible for ensuring that the inspection documents do not contain conflicting information.
7.3 The AA shall provide the inspector with a complete set of inspection documents at least ten working days prior to the
inspection. The inspector shall review all inspection documents prior to conducting any inspection. When the inspector believes
that the inspection documents contain conflicting information or documentation that the inspector believes is insufficient to perform
the inspection, the inspector shall submit written notification of the potential conflict and obtain written clarification from the AA
before conducting any inspection.
7.4 As part of the inspection documents, Listed Designs shall be provided for every fire resistive joint system, as a reference
against which to compare the installation. As an alternative for every case where a Listed Design does not exist for a particular
application, a Judgment, issued by a manufacturer or an accredited testing laboratory and acceptable to the AHJ, shall be provided
as a reference against which to compare and inspect the installation.
8. Materials
8.1 The inspector shall verify that the materials and systems used for fire resistive joints on the job are in compliance with listed
systems that have been tested in accordance with Test Method E1966 or UL 2079, and are Listed and Labeled for the intended use.
NOTE 4—Listed and Labeled refers to materials, devices, or assemblies that have been tested by an accredited testing laboratory after which the test results
and description of the materials, devices, or assemblies are published by an accredited quality assurance agency and the materials, devices, or assemblies
bear a Listing Label.
8.2 All materials shall bear a Listing Label as defined in 3.2.9. Manufacturer’s container labels shall include the manufacturer’s
name, product name and product description. Other components of the fire resistive joint system shall also be identifiable by
labeling or other method approved by the AHJ.
8.3 All materials shall be exactly as identified on the inspection documents.
8.4 All materials used in fire resistive joint systems shall be in conformance with materials for listed systems that have been tested
as part of the system in accordance with Test Method E1966 or UL 2079 as required by the building code or fire code, or both.
9. Inspection Schedule
9.1 The inspector and installer(s) shall mutually agree upon a schedule for the notification of the following:
9.1.1 Start of installation of fire resistive joint systems,
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9.1.2 Anticipated schedule of inspection(s) of fire resistive joint systems, and
9.1.3 Anticipated completion of inspection(s).
9.2 The inspection schedule shall not interfere with the installation process.
9.3 The installer shall notify the inspector within one working day when any item agreed to on the schedule must be changed due
to unforeseen circumstances, such as material delays, project change orders, or other installation conflicts.
10. Inspection
10.1 The inspector shall be permitted to enter the premises to review the applicable inspection documents, to observe the
installation in progress, to inspect completed work, and to perform overall functions relative to their duty as inspector.
10.2 The inspector shall use the inspection documents, in 7.3, to identify and locate fire rated assemblies on the project that are
subject to the installation of fire resistive joint systems.
10.3 The installer shall notify the inspector of the arrival of the materials (described in 8.1 through 8.4 inclusive).
10.4 Prior to installation, the inspector shall verify that all materials received for the installation of the fire resistive joint systems
meet the requirements of 8.1 through 8.4 inclusive and record this infor
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