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ASTM F1333-91(2002)

(Specification)

Standard Specification for Construction of Fire and Foam Station Cabinets

Standard Specification for Construction of Fire and Foam Station Cabinets

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.
1.2 Optional back and legs may be provided.
1.3 The values stated in inch-pound units are to be regarded as the standard. The values in parentheses are for information only.

General Information

Status
Historical
Publication Date
14-Mar-1991
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(1996)e1 - Standard Specification for Construction of Fire and Foam Station Cabinets
Effective Date
15-Mar-1991
Replaced By
ASTM F1333-91(2007) - Standard Specification for Construction of Fire and Foam Station Cabinets
Effective Date
01-Dec-2007
Referred By
ASTM F1994-99(2023) - Standard Test Method for Shipboard Fixed Foam Firefighting Systems
Effective Date
15-Mar-1991

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ASTM F1333-91(2002) - Standard Specification for Construction of Fire and Foam Station CabinetsASTM F1333-91(2002) - Standard Specification for Construction of Fire and Foam Station Cabinets
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ASTM F1333-91(2002) - Standard Specification for Construction of Fire and Foam Station Cabinets
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
An American National Standard
Designation: F 1333 – 91 (Reapproved 2002)
Standard Specification for
1
Construction of Fire and Foam Station Cabinets
This standard is issued under the fixed designation F 1333; 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 (e) indicates an editorial change since the last revision or reapproval.
1. 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.
1.2 Optional back and legs may be provided.
1.3 The values stated in inch-pound units are to be regarded
as the standard. The values in parentheses are for information
only.
2. Referenced Documents
2.1 ASTM Standards:
2
A 36/A 36M Specification for Structural Steel
A 53 Specification for Pipe, Steel, Black and Hot Dipped,
3
Zinc Coated Welded and Seamless
A 167 Specification for Stainless and Heat-Resisting Chro-
4
mium Nickel Steel Plate, Sheet and Strip
A 312/A 312M Specification for Seamless and Welded
3
Austenitic Stainless Steel Pipe
A 569/A 569M Specification for Steel, Carbon (0.15 Maxi-
mum, Percent), Hot-Rolled Sheet and Strip, Commercial
4
Quality
B 209 Specification for Aluminum and Aluminum-Alloy
5
Sheet and Plate
NOTE 1—1 in. = 25.4 mm.
B 221 Specification for Aluminum and Aluminum-Alloy
FIG. 1 Fire and Foam Cabinet—Type I
5
Extruded Bars, Rods, Wire, Shapes and Tubes
F 593 Specification for Stainless Steel Bolts, Hex Cap
ANSI B18.22.1 Plain Washer
6
Screws and Studs
2.3 Other Standards:
6
F 594 Specification for Stainless Steel Nuts
American Bureau of Shipping Rules for Building and
F 783 Specification for Staple, Handgrab, Handle, and Stir-
9
Classing of Steel Vessels
7
rup Rung
American Welding Society Publication, AWS
8
2.2 American National Standards:
10
D 1.1 Structural Welding Code
ANSI B18.21.1 Lock Washer
3. Classification
3.1 Type I, Single Cabinet (see Fig. 1 and Figs. 3-9):
1
This specification is under the jurisdiction of ASTM Committee F25 on Ships
3.1.1 Grade 1—Right-hand door active leaf.
and Marine Technology and is the direct responsibility of Subcommittee F25.11 on
3.1.1.1 Class A, Mild Steel—Specification A 36/A 36M.
Machinery and Piping Systems.
Current edition approved March 15, 1991. Published November 1991.
3.1.1.2 Class B, Stainless Steel—Specification A 167.
2
Annual Book of ASTM Standards, Vol 01.04.
3.1.1.3 Class C, Aluminum—Specification B 209.
3
Annual Book of ASTM Standards, Vol 01.01.
4
Annual Book of ASTM Standards, Vol 01.03.
5
Annual Book of ASTM Standards, Vol 02.02.
6 9
Annual Book of ASTM Standards, Vol 01.08. Available from American Bureau of Shipping (ABS), ABS Plaza, 16855
7
Annual Book of ASTM Standards, Vol 01.07. Northchase Dr., Houston, TX 77060.
8 10
Available from American National Standards Institute (ANSI), 25 W. 43rd St., Available from TheAmerican Welding Society (AWS), 550 NW LeJeune Rd.,
4th Floor, New York, NY 10036. Miami, FL 33126.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
F 1333 – 91 (2002)
TABLE 1 Parts List
A B
Item Number Description
1 Frame plate, 12 gage
1 1
2 Hinge pad flatbar, 1 ⁄2 in. by 4 ⁄2 in. by 12 gage
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 gage
3
6 Staple round bar, ⁄8-in. dimensions in accordance with
Specification F 783
1
7 Hook round bar, ⁄4 in.
3
8 Latch flat bar, ⁄16by1in.
3
9 Keeper flat bar, ⁄16by1in.
1
10 Rivet button monel or aluminum, ⁄4 in.
11 Clip wrench/nozzle, plate 12 gage
12 Snubber rubber, commercial
13 Retainer plate, 12 gage
14 Saddle pipe 6 NPS Schedule 40, Specification A 53
15 Strap hose securing, quick disconnect, commercial
16 Clip hook securing, commercial, Specification A 167
17 Washer TFE-fluorocarbon
Options
3
18 Back plate, ⁄16 in.
3
19 Leg angle, 4 by 3 by ⁄8 in., Specification A 36/A 36M
3
20 Brace angle, 4 by 3 by ⁄8 in., Specification A 36/A 36M
3 1
21 Bolt hex head, ⁄8 —16 UNC—2A by 1 ⁄4-in. long,
stainless steel Type 316, Specification F 593
3
22 Washer flat, stainless steel Type 316 for ⁄8-in. diameter bolt,
ANSI B18.22.1, Type B
3
23 Nut heavy hex ⁄8 —16 UNC—2B, stainless steel Type
316, Specification F 594
3
24 Washer lock, stainless steel Type 316 for ⁄8-in. diameter
bolt, ANSI B18.21.1, Regular
Type II Double Cabinet Only
1
25 Back bar flat bar, 1 ⁄2 in. by 30 in. by 12 gage
A
Items 18 to 24 (inclusive) are optional.
FIG. 2 Fire and Foam Cabinet—Type II
B
1 in. = 25.4 mm.
5.1.2.3 All materials for Class C cabinets shall meet the
3.1.2 Gra
...

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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.
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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  
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SCOPE
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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.

  • Guide
    24 pages
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  • Guide
    24 pages
    English language
    sale 15% off