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ASTM F1333-91(2019)

(Specification)

Standard Specification for Construction of Fire and Foam Station Cabinets

Standard Specification for Construction of Fire and Foam Station Cabinets

ABSTRACT
This specification provides design and construction criteria for double and single fire and foam station cabinets. These cabinets are classified as Type I (single cabinet) and Type II (double cabinets). Type I cabinets are further subdivided into two grades: Grade 1 which has a right-hand door and Grade 2 with a left-hand door. Each of these grades has three classes according to material: Class A is made of mild steel, Class B with stainless steel, and Class C with aluminium. On the other hand, Type II cabinets have only one grade, Grade 1 with right-hand door active leaf. This grade is further classified into three classes: Class A, Class B, and Class C. The parts of these cabinets shall include: frame, hinge pad, hinge, brace, door, staple, hook, latch, keeper, rivet, clip, snubber, retainer, saddle, strap, clip, washer, back, leg, bolt, and back bar. Fire and foam cabinets shall be free of weld spatter, burrs, and sharp corners, rough edges, and other defects which might be hazardous to personnel and equipment.
SCOPE
1.1 This specification provides design and construction criteria for double and single fire and foam station cabinets. See Fig. 1 and Fig. 2. Valves, hose, and fittings are not included.
FIG. 1 Fire and Foam Cabinet—Type I  
Note 1: 1 in. = 25.4 mm.  
FIG. 2 Fire and Foam Cabinet—Type II  
1.2 Optional back and legs may be provided.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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-Nov-2019
ICS
13.220.01 - Protection against fire in general
Technical Committee
F25 - Ships and Marine Technology
Drafting Committee
F25.11 - Machinery and Piping Systems
Current Stage
Ref Project

Relations

Replaces
ASTM F1333-91(2013) - Standard Specification for Construction of Fire and Foam Station Cabinets
Effective Date
01-Dec-2019
Refers
ASTM A53/A53M-24 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless
Effective Date
01-Mar-2024
Refers
ASTM A312/A312M-24 - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Mar-2024
Refers
ASTM A312/A312M-16a - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Sep-2016
Refers
ASTM A312/A312M-15b - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Nov-2015
Refers
ASTM F594-09(2015) - Standard Specification for Stainless Steel Nuts
Effective Date
01-Sep-2015
Refers
ASTM A312/A312M-15a - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Sep-2015
Refers
ASTM A312/A312M-15 - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Mar-2015
Refers
ASTM A312/A312M-14b - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Nov-2014
Refers
ASTM A312/A312M-14a - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Oct-2014
Refers
ASTM A312/A312M-14 - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Mar-2014
Refers
ASTM F593-13a - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs
Effective Date
01-Dec-2013
Refers
ASTM F593-13ae1 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs
Effective Date
01-Dec-2013
Refers
ASTM A312/A312M-13b - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-Oct-2013
Refers
ASTM A312/A312M-13a - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes
Effective Date
01-May-2013

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ASTM F1333-91(2019) - Standard Specification for Construction of Fire and Foam Station CabinetsASTM F1333-91(2019) - Standard Specification for Construction of Fire and Foam Station Cabinets
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ASTM F1333-91(2019) - Standard Specification for Construction of Fire and Foam Station Cabinets
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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:F1333 −91 (Reapproved 2019) An American National Standard
Standard Specification for
Construction of Fire and Foam Station Cabinets
This standard is issued under the fixed designation F1333; 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 B221 Specification forAluminum andAluminum-Alloy Ex-
truded Bars, Rods, Wire, Profiles, and Tubes
1.1 This specification provides design and construction
F593 Specification for Stainless Steel Bolts, Hex Cap
criteria for double and single fire and foam station cabinets.
Screws, and Studs
See Fig. 1 and Fig. 2. Valves, hose, and fittings are not
F594 Specification for Stainless Steel Nuts
included.
F783 Specification for Staple, Handgrab, Handle, and Stir-
1.2 Optional back and legs may be provided.
rup Rung
1.3 The values stated in inch-pound units are to be regarded
2.2 ASME Standards:
as standard. The values given in parentheses are mathematical
B18.21.1 Washers: Helical Spring-Lock, Tooth Lock, and
conversions to SI units that are provided for information only
Plain Washers (Inch Series)
and are not considered standard.
B18.22.1 Plain Washers
2.3 Other Standards:
1.4 This international standard was developed in accor-
dance with internationally recognized principles on standard- American Bureau of Shipping Rules for Building and Class-
ing of Steel Vessels
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom- American Welding Society Publication, AWS D1.1 Struc-
tural Welding Code
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
3. Classification
2. Referenced Documents
3.1 Type I, Single Cabinet (see Fig. 1 and Figs. 3-9):
2.1 ASTM Standards:
3.1.1 Grade 1—Right-hand door active leaf.
A36/A36M Specification for Carbon Structural Steel
3.1.1.1 Class A, Mild Steel—Specification A36/A36M.
A53/A53M Specification for Pipe, Steel, Black and Hot-
3.1.1.2 Class B, Stainless Steel—Specification A167.
Dipped, Zinc-Coated, Welded and Seamless 3.1.1.3 Class C, Aluminum—Specification B209.
A167 Specification for Stainless and Heat-Resisting
3.1.2 Grade 2—Left-hand door.
Chromium-Nickel Steel Plate, Sheet, and Strip (With- 3.1.2.1 Class A, Mild Steel—Specification A36/A36M.
drawn 2014)
3.1.2.2 Class B, Stainless Steel—Specification A167.
A312/A312M Specification for Seamless, Welded, and 3.1.2.3 Class C, Aluminum—Specification B209.
Heavily Cold Worked Austenitic Stainless Steel Pipes
3.2 Type II, Double Cabinet (see Fig. 2 and Fig. 8):
A569/A569M Specification for Steel, Carbon (0.15
3.2.1 Grade 1—Right-hand doors active leaf.
Maximum,Percent),Hot-RolledSheetandStripCommer-
3.2.1.1 Class A, Mild Steel—Specification A36/A36M.
cial (Withdrawn 2000)
3.2.1.2 Class B, Stainless Steel—Specification A167.
B209 Specification for Aluminum and Aluminum-Alloy
3.2.1.3 Class C, Aluminum—Specification B209.
Sheet and Plate
4. Ordering Information
This specification is under the jurisdiction of ASTM Committee F25 on Ships
4.1 Fire and foam cabinets ordered in accordance with this
and Marine Technology and is the direct responsibility of Subcommittee F25.11 on
specification shall include the following:
Machinery and Piping Systems.
Current edition approved Dec. 1, 2019. Published January 2020. Originally
approved in 1991. Last previous edition approved in 2013 as F1333 – 91 (2013).
DOI: 10.1520/F1333-91R19. Available from American Society of Mechanical Engineers (ASME), ASME
For referenced ASTM standards, visit the ASTM website, www.astm.org, or International Headquarters, Two Park Ave., New York, NY 10016-5990, http://
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM www.asme.org.
Standards volume information, refer to the standard’s Document Summary page on Available from American Bureau of Shipping (ABS), ABS Plaza, 16855
the ASTM website. Northchase Dr., Houston, TX 77060, http://www.eagle.org.
3 6
The last approved version of this historical standard is referenced on Available from American Welding Society (AWS), 8669 NW 36 St., #130,
www.astm.org. Miami, FL 33166-6672, http://www.aws.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
F1333−91 (2019)
TABLE 1 Parts List
A B
Item Number Description
1 Frame plate, 12 gauge
1 1
2 Hinge pad flatbar, 1 ⁄2 in. by 4 ⁄2 in. by 12 gauge
3 Hinge undrilled butt, 4 in. long by 2 in. wide, commercial
stainless steel
3 3 1
4 Brace angle, ⁄4 by ⁄4 by ⁄8 in.
5 Door plate, 12 gauge
6 Staple round bar, ⁄8-in. dimensions in accordance with
Specification F783
...

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4.5 This practice is not intended to provide guidance for the preparation of standards not related to fire-test responses of materials, products or assemblies.
SCOPE
1.1 This practice is a supplement to Form and Style for ASTM Standards,2 which shall be consulted in writing all ASTM standards.  
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4.1 This guide is intended for use by those undertaking the development of fire-risk-assessment standards. Such standards are expected to be useful to manufacturers, architects, specification writers, and authorities having jurisdiction.  
4.2 As a guide, this document provides information on an approach to the development of a fire-risk-assessment standard; fixed procedures are not established. Limitations of data, available tests and models, and scientific knowledge can constitute significant constraints on the fire-risk-assessment procedure and associated standard.  
4.3 While the focus of this guide is on developing fire-risk-assessment standards for products, the general concepts presented also can be applied to processes, activities, occupancies, and buildings.
SCOPE
1.1 This guide covers the development of fire-risk-assessment standards.  
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1.4 This standard is used to establish a means of combining the potential for harm in fire scenarios with the probabilities of occurrence of those scenarios. Assessment of fire risk using this standard depends upon many factors, including the manner in which the user selects scenarios and uses them to represent all scenarios relevant to the application. This standard cannot be used to assess fire risk if any specifications are different from those contained in the standard.  
1.5 This fire standard cannot be used to provide quantitative measures.  
1.6 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.

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ASTM
ASTM E3312-21(Guide)
Standard Guide for Mitigation of Wildfire Impact to Source Water Protection Areas and Risk to Water Utilities

SIGNIFICANCE AND USE
4.1 This guide addresses issues related solely to strategies and the development of a plan to address wildfire-related physical and chemical changes to water resources in Source Water Protection Areas. This guide does not include specific advice on risk assessment. Mitigation strategies and planning may consist of a wide variety of actions by individuals, communities, or organizations to prepare for the impacts of wildfires on water quality and quantity in Source Water Protection Areas (see Guide E3136).  
4.2 Source water protection activities not only help the utility identify risk, but they are also necessary to educate regulatory agencies, permitting authorities, and the community about the impacts that their actions can have on source water quality or quantity of the drinking water.  
4.3 Example Users:  
4.3.1 Federal, tribal, state, or municipal facility staff and regulators, including departments of health, water, sewer, and fire;  
4.3.2 Financial and insurance institutions;  
4.3.3 Federal, tribal, state, or local land managers;  
4.3.4 Public works staff, including water systems, groundwater supplies, surface water supplies, stormwater systems, wastewater systems, publicly owned treatment works, and agriculture water management agencies;  
4.3.5 Consultants, auditors, state, municipal and private inspectors, and compliance assistance personnel;  
4.3.6 Educational facilities such as experimental forests and nature preserves;  
4.3.7 Non-regulatory government agencies, such as the military;  
4.3.8 Wildlife management entities including government, tribal, and non-governmental organizations (NGOs);  
4.3.9 Cities, towns, and counties, especially in developing climate vulnerability strategies and plans;  
4.3.10 Commercial and residential real estate property developers, including redevelopers;  
4.3.11 Non-profits, community groups, and land owners.  
4.4 Coordination and cooperation must fit into the process for improving community prepared...
SCOPE
1.1 Overview—Wildfires pose a significant risk to water utilities as they can cause contaminants of concern to be released into surface water and groundwater supplies (1).2 This can endanger human health if systems were not designed to manage these contaminant loads.  
1.2 Purpose—Mitigation measures of wildfire effects on sediment loads, trace minerals, and contaminants of concern on runoff in a Source Water Protection Area (2) is an expanding area of study that does not have a full set of regulations at the federal or state level. This guide provides public-sector and private-sector land managers and water utility operators details on how to assess the potential impacts of wildfires on watersheds and measures that can be employed to minimize or abate those impacts prior to a wildfire occurring or after it occurs.  
1.2.1 This guide supplements existing watershed and Source Water Protection Area guidance.  
1.2.2 This guide will recommend fuel management prior to a wildfire, suppression strategies during a wildfire, and mitigation opportunities for both forests and water treatment systems after the wildfire. It will also support collaboration between involved stakeholders (see Fig. 1 below).
FIG. 1 Place-based characteristics for consideration when assessing threats to water supplies and treatment due to a wildfire (adapted from (3)).  
1.2.3 The purpose of this guide is to provide a series of options that water utilities, landowners, and land managers can implement to limit the chance of a wildfire, specifically in a drinking water watershed, and mitigation opportunities to protect drinking water after a wildfire occurs. This guide encourages consistent management of forests to limit wildfire risks to water resources. The guide presents practices and recommendations based on the best available science to provide institutional and engineering actions to reduce the likelihood of a wildfire and the potentially disas...

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ASTM
ASTM E1546-21(Guide)
Standard Guide for Development of Fire-Hazard-Assessment Standards

SIGNIFICANCE AND USE
4.1 This guide is intended for use by those undertaking the development of fire-hazard-assessment standards. Such standards are expected to be useful to manufacturers, architects, specification writers, and authorities having jurisdiction.  
4.2 As a guide, this document provides information on an approach to the development of a fire hazard standard; fixed procedures are not established. Limitations of data, available tests and models, and scientific knowledge may constitute significant constraints on the fire-hazard-assessment procedure.  
4.3 While the focus of this guide is on developing fire-hazard-assessment standards for products, the general concepts presented also may apply to processes, activities, occupancies, and buildings.  
4.4 When developing fire-risk-assessment standards, use Guide E1776. The present guide also contains some of the guidance to develop such a fire-risk assessment standard.
SCOPE
1.1 This guide covers the development of fire-hazard-assessment standards.  
1.2 This guide is directed toward development of standards that will provide procedures for assessing fire hazards harmful to people, animals, or property.  
1.3 Fire-hazard assessment and fire-risk assessment are both procedures for assessing the potential for harm caused by something–the subject of the assessment–when it is involved in fire, where the involvement in fire is assessed relative to a number of defined fire scenarios.  
1.4 Both fire-hazard assessment and fire-risk assessment provide information that can be used to address a larger group of fire scenarios. Fire-hazard assessment provides information on the maximum potential for harm that can be caused by the fire scenarios that are analyzed or by any less severe fire scenarios. Fire-risk assessment uses information on the relative likelihood of the fire scenarios that are analyzed and the additional fire scenarios that each analyzed scenario represents. In these two ways, fire-hazard assessment and fire-risk assessment allow the user to support certain statements about the potential for harm caused by something when it is involved in fire, generally.  
1.5 Fire-hazard assessment is appropriate when the goal is to characterize maximum potential for harm under worst-case conditions. Fire-risk assessment is appropriate when the goal is to characterize overall risk (average severity) or to characterize the likelihood of worst-case outcomes. It is important that the user select the appropriate type of assessment procedure for the statements the user wants to support.  
1.6 Fire-hazard assessment is addressed in this guide and fire-risk assessment is addressed in Guide E1776.  
1.7 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.  
1.8 This fire standard cannot be used to provide quantitative measures.  
1.9 This standard is used to predict or provide a quantitative measure of the fire hazard from a specified set of fire conditions involving specific materials, products, or assemblies. This assessment does not necessarily predict the hazard of actual fires which involve conditions other than those assumed in the analysis.  
1.10 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.

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ASTM
ASTM F1273-21(Specification)
Standard Specification for Tank Vent Flame Arresters

ABSTRACT
This specification provides the minimum requirements for design, construction, performance, and testing of two types of tank vent flame arrester (Type I and Type II). This specification is intended for flame arresters protecting systems containing vapors of flammable or combustible liquids with the specified vapor temperature. The defined test media can be used except where arresters protect systems handling vapors with the given value of maximum experimental safe gap (MESG). Flame arresters protecting such systems must be tested with appropriate media. The flame arrester housing, and other parts or bolting used for pressure retention, shall be constructed of the prescribed materials. Arrester, elements, gaskets, and seals shall be of materials resistant to attack by seawater and the liquids and vapors contained in the tank being protected. Nonmetallic materials, other than gaskets and seals, shall not be used in the construction of pressure-retaining components and nonmetallic gaskets and seals shall be noncombustible and suitable for the service intended. The possibility of galvanic corrosion shall be considered in the selection of materials. Requirements for flame arrester design and construction, housings, elements, threaded or flanged pipe connections, joints, and fastenings are detailed. Prototype testing such as corrosion test, performance test, endurance burn test, and flashback test shall be done.
SCOPE
1.1 This specification provides the minimum requirements for design, construction, performance, and testing of tank vent flame arresters.  
1.2 This specification is intended for flame arresters protecting systems containing vapors of flammable or combustible liquids where vapor temperatures do not exceed 60°C. The test media defined in 9.1.1 can be used except where arresters protect systems handling vapors with a maximum experimental safe gap (MESG) below 0.9 mm. Flame arresters protecting such systems must be tested with appropriate media (the same vapor or a media having a MESG no greater than the vapor). Various gases and their respective MESG are listed in Table 1.  
1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard.  
1.4 The following precautionary caveat pertains only to the test methods portions, Sections 8 and 9, of this specification:  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.  
1.5 This standard should be used to measure and describe the properties of materials, products, or assemblies in response to heat and flame under controlled laboratory conditions and should not be used to describe or appraise the fire hazard or fire risk of materials, products, or assemblies under actual fire conditions. However, results of this test may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a particular end use  
1.6 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.

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