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ASTM E1925-01

(Specification)

Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures

Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures

SCOPE
1.1 This specification covers engineering and design criteria required for the development of rigid wall relocatable structures (RWRS) and shall be applied to the design of expandable and non-expandable RWRSs. This specification applies to present engineering and design requirements for effective RWRSs which are operable in a variety of environments without degradation and are capable of all specified transport modes. This specification shall be applied to the design of expandable and non-expandable RWRSs. This specification is a conversion of a military standard that was approved by all departments and agencies of the Department of Defense.  
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parenthesis are for information only.  
1.3 The following safety hazards caveat pertains only to the test required portion, Section 10, of this specification. This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
09-Apr-2001
ICS
91.060.10 - Walls. Partitions. Facades
Technical Committee
E06 - Performance of Buildings
Drafting Committee
E06.53 - Materials and Processes for Durable Rigidwall Relocatable Structures
Current Stage
Ref Project

Relations

Replaces
ASTM E1925-99 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
Effective Date
10-Apr-2001
Replaced By
ASTM E1925-04 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
Effective Date
01-Oct-2004
Referred By
ASTM E1977-18 - Standard Specification for Shelter, Tactical, Expandable, One-Side
Effective Date
10-Apr-2001
Referred By
ASTM E2518-19 - Standard Specification for Cargo Bed Cover, Type IV (M923, 5 Ton Cargo Truck/M1083, 5 Ton Medium Tactical Vehicle (MTV)/M1082, 5 Ton MTV Trailer)
Effective Date
10-Apr-2001
Referred By
ASTM E1975-22 - Standard Specification for Shelter, Electrical, Equipment S-280/G
Effective Date
10-Apr-2001
Referred By
ASTM E2517-21 - Standard Specification for Cargo Bed Cover, Type III (M35A2, 2<fraction><num>1</num><den >2</den></fraction> Ton Cargo Truck/M1078, 2<fraction><num>1</num><den >2</den></fraction> Ton Lightweight Medium Tactical Vehicle (LMTV)/ M1082, 2<fraction><num>1</num><den>2</den></fraction> Ton LMTV Trailer)
Effective Date
10-Apr-2001
Referred By
ASTM E1978-18 - Standard Specification for Shelter, Tactical, Expandable, Two-Side
Effective Date
10-Apr-2001
Referred By
ASTM E1976-19 - Standard Specification for Shelter, Tactical, Nonexpandable
Effective Date
10-Apr-2001
Referred By
ASTM E2377-18 - Standard Specification for Shelter, Electrical Equipment, Lightweight
Effective Date
10-Apr-2001
Referred By
ASTM E1749-18 - Standard Terminology Relating to Rigid Wall Relocatable Shelters
Effective Date
10-Apr-2001
Referred By
ASTM E1974-19 - Standard Specification for Shelter, Electrical Equipment S-250/G
Effective Date
10-Apr-2001
Referred By
ASTM E631-15 - Standard Terminology of Building Constructions
Effective Date
10-Apr-2001
Referred By
ASTM E2463-19 - Standard Performance Specification for Cargo Bed Cover (CBC) M105A2 Trailer, Type II
Effective Date
10-Apr-2001
Referred By
ASTM E2462-18 - Standard Performance Specification for Cargo Bed Cover (CBC) HMMWV, Type I
Effective Date
10-Apr-2001

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ASTM E1925-01 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable StructuresASTM E1925-01 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
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ASTM E1925-01 - Specifiction for Engineering and Design Criteria for Rigid Wall Relocatable Structures
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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
Designation: E 1925 – 01
Specification for
Engineering and Design Criteria for Rigid Wall Relocatable
1
Structures
This standard is issued under the fixed designation E 1925; 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 ISO 1161-1990, Series 1 Freight Containers - Corner Fit-
4
tings
1.1 This specification covers engineering and design criteria
ISO 1496-1, Series 1 Freight Containers Specification and
required for the development of rigid wall relocatable struc-
4
Testing Document - Part 1, 1993
tures (RWRS) and shall be applied to the design of expandable
ISO 1496-2, Series 1 Freight Containers Specification and
and nonexpandable RWRSs. This specification applies to
4
Testing Document - Part 2, 1993
present engineering and design requirements for effective
2.3 Military Standards:
RWRSs that are operable in a variety of environments without
MIL-STD-1472D, Notice 3, Human Engineering Design
degradation and are capable of all specified transport modes.
5
Criteria for Military Systems, Equipment and Facilities
This specification shall be applied to the design of expandable
MIL-M-8090F, General Requirements for Towed Aerospace
and nonexpandable RWRSs. This specification is a conversion
5
Ground Equipment Mobility
of a military standard that was approved by all departments and
MIL-F-14072D, Finishes for Ground Electronic Equip-
agencies of the Department of Defense.
5
ment
1.2 The values stated in inch-pound units are to be regarded
MIL-C-22992E, Amend 5, Connector, Plugs and Recep-
as the standard. The values given in parenthesis are for
tacles, Electrical, Waterproof, Quick Disconnect, Heavy
information only.
5
Duty Type General Specification for
1.3 The following safety hazards caveat pertains only to the
MIL-STD-810, Environmental Engineering Considerations
test required portion, Section 10, of this specification. This
5
and Laboratory Test
specification does not purport to address all of the safety
MIL-STD-1791, Notice 1, Designing for Internal Aerial
concerns, if any, associated with its use. It is the responsibility
5
Delivery in Fixed Wing Aircraft
of the user of this specification to establish appropriate safety
and health practices and determine the applicability of regu-
3. Terminology
latory limitations prior to use.
3.1 Definitions:
2. Referenced Documents 3.1.1 degradation—damage by the weakening or loss of
some property, quality, or capability.
2.1 ASTM Standards:
3.1.2 delamination—separation into constituent layers.
E 1851 Test Method for Electromagnetic Shielding Effec-
2
3.1.3 galvanic corrosion—the corrosion of metallic objects
tiveness of Durable Rigid Wall Relocatable Structures
in the presence of moisture, caused by electrolytic action.
G 21 Practice for Determining Resistance of Synthetic
3
3.1.4 special tools—tools other than common hand tools or
Polymeric Materials to Fungi
those designed specifically for use with a delivered product.
2.2 ISO Standards:
ISO 668-1995, Series 1 Freight Containers - Classification,
4. Materials and Manufacture
4
Dimensions and Ratings, 5th Edition
4.1 Materials and Workmanship—All materials and work-
manship shall be in accordance with good commercial practice.
1
This specification is under the jurisdiction of ASTM Committee E06 on All materials shall be recovered materials to the maximum
Performance of Buildings and is under the direct responsibility of Subcommittee
extent possible consistent with quality and performance. All
E06.53 on Materials and Processes for Durable Rigid Wall Relocatable Structures.
Current edition approved April 10, 2001. Published May 2001. Originally
published as E 1925 – 97. Last previous edition E 1925 – 99.
2
Annual Book of ASTM Standards, Vol 04.11.
3
Annual Book of ASTM Standards, Vol 14.02.
4 5
Available from American National Standards Institute, W 42nd St., 13th Floor, Available from Standardization Documents Order Desk, Bldg. 4, Section D,
New York, NY 10036. 700 Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
E1925–01
materials shall be free of defects that would affect the perfor- 6.6 Input-Output Panels and Openings—All RWRS tests
mance or maintainability of individual components or the shall be conducted with the panels and openings installed if
overall assembly adversely. input-output panels and openings are installed as part of the
4.2 Dissimilar Materials—The intimate contact of dissimi- basic RWRS.
lar materials, which can be
...

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5.1 This test method is a standard procedure for determining the resistance to water penetration under uniform static air pressure differences. The air-pressure differences acting across a building envelope vary greatly. These factors should be fully considered prior to specifying the test pressure difference to be used.
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on a Standard Wood Frame  
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5.1 This test method is a standard procedure for determining structural performance under uniform static air pressure difference. This typically is intended to represent the effects of a wind load on exterior building surface elements. The actual loading on building surfaces is quite complex, varying with wind direction, time, height above ground, building shape, terrain, surrounding structures, and other factors. The resistance of many windows, curtain walls, and door assemblies to wind loading is also complex and depends on the complete history of load, magnitude, duration, and repetition. These factors are discussed in ASCE/SEI 7 and in the literature (1-8).5  
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4.1 This guide may be used by design professionals and others in the building construction industry to provide factual support for professional judgment of materials, products, or systems during the design development of new and remedial building exterior enclosure construction.  
4.2 This guide is intended to provide guidance to the user of this standard in the evaluation and qualification of materials, products, or systems with which they do not have substantial, long-term experience or that are intended to be employed in a new or different manner. The standard may be used to investigate and assess the probable performance of such materials, products, or systems in relation to the proposed use on or as part of a building exterior enclosure.  
4.3 The procedures outlined in Section 5 will help guide the user in making informed selections based on the materials, products, or systems performance history on constructed projects and provide information on limitations of use, the manufacturer’s performance history, and current status. The use of this guide will reduce, but not eliminate, the risk of in-service performance problems with materials, products, or systems.  
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1.1 This guide covers guidance to design professionals in the evaluation of materials, products, or systems with which they are not familiar and to help determine that the selected materials, products, or systems are suitable for use on or as a part of a building’s exterior enclosure.  
1.2 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.  
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4.1 This guide is intended to provide building professionals with a comprehensive methodology for evaluating water leakage through walls. It addresses the performance expectations and service history of a wall, the various components of a wall, and the interaction between these components and adjacent construction. It is not intended as a construction quality control procedure, nor as a preconstruction qualification procedure. It is intended for evaluating buildings that exhibit water leakage.  
4.1.1 Qualifications—This guide requires the evaluator to possess a knowledge of basic physics and of construction and wall design principles and practices.  
4.1.2 Application—The sequential activities described herein are intended to produce a complete and comprehensive evaluation program, but all activities may not be applicable or necessary for a particular evaluation program. It is the responsibility of the professional using this guide to determine the activities and sequence necessary to properly perform an appropriate leakage evaluation for a specific building.  
4.1.3 Preliminary Assessment—A preliminary assessment may indicate that water leakage problems are limited to a specific element or portion of a wall. The preliminary assessment may also indicate that the wall is not the source of a leak even though it is perceived as such by the building occupant. The presence of water might result from a roofing problem, a condensation problem, a plumbing problem, operable windows or doors left opened or unlatched or some other condition not directly related to water leakage through the building wall and is outside the scope of this guide. The evaluation of causes may likewise be limited in scope, and the procedures recommended herein abridged according to the professional judgement of the evaluator. A statement stipulating the limits of the investigation should be included in the report.  
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1.1 This guide describes methods for determining and evaluating causes of water leakage of exterior walls. For this purpose, water penetration is considered leakage, and therefore problematic, if it exceeds the planned resistance or temporary retention and drainage capacity of the wall, is causing or is likely to cause premature deterioration of a building or its contents, or is adversely affecting the performance of other components. A wall is considered a system including its exterior and interior finishes, fenestration, structural components, and components for maintaining the building interior environment.  
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1.3.1 Exception—Solely inch-pound units are stated in 10.3.1, 10.3.2.1, X1.5.3.7, X2.5.1.3, X3.4.3.3, X5.1.2.2, X5.5.5, X5.6.3, and X8.5.1.3.  
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ASTM
ASTM E3223/E3223M-20(Guide)
Standard Guide for Specifying and Testing Field-Constructed Exterior Building Wall System Mockups in New Construction

SIGNIFICANCE AND USE
4.1 This guide is intended to assist the construction team in evaluating the constructability, functionality, sequence of construction, interference, tolerances, component performance, and assembled system performance of the exterior wall systems.  
4.2 This guide does not establish specific roles for the parties involved during construction or the contractual obligations of those parties. The role of each party within any specific project should be established and documented before the start of the project.  
4.3 This guide is intended for use when specifying construction mockups that are either integrated mockups or off-structure mockups.  
4.4 This guide is intended to aid the specifier in the development of a QA mockup program for assessing the performance of exterior walls. It is not intended to provide a comprehensive list of applicable test methods for QA testing available or applicable to a mockup program.  
4.5 This guide does not address preconstruction laboratory testing of a wall system.  
4.6 This guide is intended to address technical issues with the performance of the wall system and the interconnection of the various components and systems. A mockup may or may not be used as an aesthetic mockup; however, this guide is not intended to address aesthetic issues with the wall system.  
4.7 This guide is not intended to provide guidance for construction observation services. However, the mockup may be useful to inform inspectors of the intended construction, sequence, materials, and interface conditions encountered on the project and serve as a standard of quality to which the remainder of construction can be compared.
SCOPE
1.1 This guide provides information to assist in the specification, design, and performance testing of field-constructed exterior wall assemblies (“mockups”) for construction projects. This includes testing procedures appropriate to evaluate the component and assembly performance for water penetration resistance, air leakage resistance, and other test methods that may be applied as part of the quality assurance (QA) program for the installed systems.  
1.2 This guide is intended to be applied to exterior wall mockups that include components, systems, and assemblies including, but not limited to, curtain walls, windows, doors, masonry walls, precast concrete, cast-in-place concrete, exterior insulation and finish system (EIFS), roofing interfaces, stucco, wood siding, metal panels, sealants, appurtenances, penetrations, louvers, and combinations thereof. Such mockups are expected to include the intersection between wall systems.  
1.3 This guide is not intended to provide a comprehensive list of potential testing that may be applicable to field-constructed mockups. Additional tests may be applicable to mockups for specific projects.  
1.4 This guide is not intended to address all possible project delivery methods and as such the requirements listed herein must be evaluated by the specifier for appropriateness with the delivery method.  
1.5 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.  
1.6 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.  
1.7 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...

  • Guide
    11 pages
    English language
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