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ASTM C901-09

(Specification)

Standard Specification for Prefabricated Masonry Panels

Standard Specification for Prefabricated Masonry Panels

ABSTRACT
This specification covers the structural design and quality control of fabrication for load-bearing and non-load-bearing prefabricated masonry panels. Structural design of panels shall be performed in accordance with the provisions of the applicable local building code and the requirements specified. A quality control test shall be made in accordance with the specified requirements.
SCOPE
1.1 This specification covers the structural design and quality control of fabrication for load-bearing and non-load-bearing prefabricated masonry panels. Methods of prefabrication, field erection, and jointing are not covered in this specification.
1.2 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.

General Information

Status
Historical
Publication Date
14-Jun-2009
ICS
91.060.10 - Walls. Partitions. Facades
Technical Committee
C15 - Manufactured Masonry Units
Drafting Committee
C15.05 - Masonry Assemblies
Current Stage
Ref Project

Relations

Replaces
ASTM C901-01 - Standard Specification for Prefabricated Masonry Panels
Effective Date
15-Jun-2009
Replaced By
ASTM C901-10 - Standard Specification for Prefabricated Masonry Panels
Effective Date
15-Dec-2010

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C901 – 09
Standard Specification for
1
Prefabricated Masonry Panels
This standard is issued under the fixed designation C901; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* E518 Test Methods for Flexural Bond Strength of Masonry
2.2 Other Standards:
1.1 This specification covers the structural design and qual-
TMS 402/ACI 530/ASCE 5 Building Code Requirements
itycontroloffabricationforload-bearingandnon-load-bearing
3
for Masonry Structures
prefabricated masonry panels. Methods of prefabrication, field
TMS 602/ACI 530.1/ASCE 6 Specification for Masonry
erection, and jointing are not covered in this specification.
3
Structures
1.2 The values stated in inch-pound units are to be regarded
as standard. The values given in parentheses are mathematical
3. Terminology
conversions to SI units that are provided for information only
3.1 The terms used in this specification are identified in
and are not considered standard.
Terminologies C1180 and C1232.
2. Referenced Documents
4. Materials and Manufacture
2
2.1 ASTM Standards:
4.1 Masonry—Masonry units, mortar, grout, reinforcement,
C67 Test Methods for Sampling and Testing Brick and
anchors, ties, and accessories shall conform to TMS602/
Structural Clay Tile
ACI530.1/ASCE6.
C109/C109M Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
5. Structural Design
Specimens)
5.1 General—Structural design of panels shall be per-
C140 Test Methods for Sampling and Testing Concrete
formed in accordance with the provisions of the applicable
Masonry Units and Related Units
local building code and the requirements of TMS 402/
C270 Specification for Mortar for Unit Masonry
ACI530/ASCE5.Structuraldesignofpanelsshallconsiderall
C476 Specification for Grout for Masonry
loading and restraint conditions from initial fabrication to
C780 Test Method for Preconstruction and Construction
in-service conditions in the completed structure, including
Evaluation of Mortars for Plain and Reinforced Unit
storage, transportation, and erection. The design loads shall be
Masonry
of the type and magnitude required by the applicable building
C1019 Test Method for Sampling and Testing Grout
code. Panels and connections required to resist wind, seismic,
C1180 Terminology of Mortar and Grout for Unit Masonry
or other dynamic loads shall be designed to resist the required
C1232 Terminology of Masonry
positive and negative forces in all directions. The joints
C1314 Test Method for Compressive Strength of Masonry
between dissimilar materials within each panel, between pan-
Prisms
els, and between panels and their structural supports shall be
C1357 Test Methods for Evaluating Masonry Bond
designed to accommodate differential movement and deflec-
Strength
tions of each material, panel, and adjacent building elements.
E72 Test Methods of Conducting Strength Tests of Panels
5.2 Lifting Devices—Lifting devices and their connections
for Building Construction
to the panels shall have an ultimate capacity of four times the
dead weight of the appropriate portion of the panel. Inclination
of the lifting forces shall be considered.
1
This specification is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
6. Dimensions and Permissible Variations
C15.05 on Masonry Assemblies.
6.1 Standard Dimensions—The standard nominal widths
Current edition approved June 15, 2009. Published June 2009. Originally
approved in 1979. Last previous edition approved in 2001 as C901–01. DOI:
and heights of the panels shall be in multiples of nominal
10.1520/C0901-09.
2
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from The Masonry Society, 3970 Broadway, Suite 201-D, Boulder,
the ASTM website. CO 80304–1135, http://www.masonrysociety.org.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C901 – 09
individual masonry unit heights and lengths. The nominal 8.2.1 Subject a sample of at least ten specimens of masonry
thicknessofpanelsshallbethesumofthenominalthicknesses units for each 50 000 units of a given type used in the
of the masonry units in the
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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:C901–01 Designation: C 901 – 09
Standard Specification for
1
Prefabricated Masonry Panels
This standard is issued under the fixed designation C901; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
1.1 This specification covers the structural design and quality control of fabrication for load-bearing and non-load-bearing
prefabricated masonry panels. Methods of prefabrication, field erection, and jointing are not covered in this specification.
1.2 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.
2. Referenced Documents
2.1 ASTM Standards:A82Specification for Steel Wire, Plain, for Concrete Reinforcement
A116Specification for Metallic-Coated Steel Woven Wire Fence Fabric
3
A153Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
A167Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip
2
A185Specification for Steel Welded Wire, Fabric, Plain, for Concrete Reinforcement
2
A615/A615M Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement
A616/A616M Specification for Rail-Steel Deformed and Plain Bars for Concrete Reinforcement
5
A617/A617M Specification for Axle-Steel Deformed and Plain Bars for Concrete Reinforcement
B227Specification for Hard-Drawn Copper-Clad Steel Wire
C34Specification for Structural Clay Load-Bearing Wall Tile
7
C55Specification for Concrete Brick
7 2
C62Specification for Building Brick (Solid Masonry Units Made from Clay or Shale)
7
C67 Test Methods for Sampling and Testing Brick and Structural Clay Tile
7
C73Specification for Calcium Silicate Brick (Sand-Lime Brick)
7
C90Specification for Loadbearing Concrete Masonry Units Test Methods for Sampling and Testing Brick and Structural Clay
Tile
C109/C109M TestMethodforCompressiveStrengthofHydraulicCementMortars(Using2-in.or[50-mm]CubeSpecimens)
7
C126Specification for Ceramic Glazed Structural Clay Facing Tile, Facing Brick, and Solid Masonry Units Test Method for
Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
7
C140 Test Methods of Sampling and Testing Concrete Masonry Units and Related Units
7
C212Specification for Structural Clay Facing Tile
7
C216Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale) Test Methods for Sampling and Testing
Concrete Masonry Units and Related Units
C270 Specification for Mortar for Unit Masonry
7
C476 Specification for Grout for Masonry
7
C652Specification for Hollow Brick (Hollow Masonry Units Made from Clay or Shale)
7
C744Specification for Prefaced Concrete and Calcium Silicate Masonry Units Specification for Grout for Masonry
C780 Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry
7
C1019 Test Method of Sampling and Testing Grout Test Method for Sampling and Testing Grout
C1180 Terminology of Mortar and Grout for Unit Masonry
1
This specification is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.05 on
Masonry Assemblies.
Current edition approved Aug. 10, 2001. Published October 2001. Originally published as C901 – 79. Last previous edition C901 – 93a.
Current edition approved June 15, 2009. Published June 2009. Originally approved in 1979. Last previous edition approved in 2001 as C901–01.
2
Annual Book of ASTM Standards, Vol 01.04.
2
ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,orcontactASTMCustomerServiceatservice@astm.org.For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C901–09
C1232 Terminology of Masonry
C1314 Test Method offor Compressive Strength of Masonry Prisms
C1357 Test Methods for Evaluating Masonry Bond Strength
8
E72 Methods of Conducting Strength Tests of Panels for Buil
...

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Standard Consumer Safety Performance Specification for Motorized Partitions

SCOPE
1.1 This consumer safety performance specification establishes performance requirements, test methods, and labeling requirements for motorized partitions.  
1.2 Motorized partitions are used to provide flexibility in the size of spaces typically used for meetings, sports, recreational areas, schools, or social functions where children are often present.  
1.3 Motorized partitions include a motor to direct the opening and closing of the partition and are operated by trained individuals who control the on/off mechanism and opening and closing movement of the partition.  
1.4 The partition is made up of a series of rigid panels that move along a track.  
1.5 This specification does not include motorized curtains, elevator or garage doors, or non-motorized partitions.  
1.6 This specification shall be taken into consideration by owners/operators, architects, planners, engineers, equipment manufacturers, construction companies, construction contractors, and appropriate inspectors who may be involved in the design and construction of new facilities.  
1.7 This specification applies to the installation of new motorized partitions but may be useful for renovation projects such as updating older motorized partitions.  
1.8 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.9 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.  
1.10 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 E2837-23(Test Method)
Standard Test Method for Determining the Fire Resistance of Continuity Head-of-Wall Joint Systems Installed Between Rated Wall Assemblies and Nonrated Horizontal Assemblies

SIGNIFICANCE AND USE
5.1 This test method evaluates the following under the specified test conditions:  
5.1.1 The ability of a test specimen to undergo movement without reducing its fire resistance rating, and  
5.1.2 The duration for which a test specimen will contain a fire and retain its integrity during a predetermined fire resistive test exposure.  
5.2 This test method provides for the following measurements and evaluations where applicable:  
5.2.1 Ability of the test specimen  to movement cycle.  
5.2.2 Ability of the test specimen  to prohibit the passage of flames and hot gases.  
5.2.3 Transmission of heat through the test specimen.  
5.2.4 Ability of the test specimen  to resist the passage of water during a hose stream test.  
5.3 This test method does not provide the following:  
5.3.1 Any information about the rated wall assembly because its performance has already been determined.  
5.3.2 Evaluation of the degree by which the test specimen contributes to the fire hazard by generation of smoke, toxic gases, or other products of combustion.  
5.3.3 Measurement of the degree of control or limitation of the passage of smoke or products of combustion through the test specimen.  
5.3.4 Measurement of flame spread over the surface of the test specimen.
Note 3: The information in 5.3.1 – 5.3.4 may be determined by other suitable fire resistive test methods. For example, 5.3.4 may be determined by Test Method E84.  
5.4 In this procedure, the test specimens are subjected to one or more specific tests under laboratory conditions. When different test conditions are substituted or the end-use conditions are changed, it is not always possible by, or from, this test method to predict changes to the characteristics measured. Therefore, the results are valid only for the exposure conditions described in this test method.
SCOPE
1.1 This fire-test-response test method measures the performance of a unique fire resistive joint system called a continuity head-of-wall joint system, which is designed to be used between a rated wall assembly and a nonrated horizontal assembly during a fire resistance test.  
1.2 This fire-test-response standard does not measure the performance of the following:  
1.2.1 The rated wall assembly, which is already established by other test methods, such as Test Method E119, or  
1.2.2 The nonrated horizontal assembly, which would be established by other test methods such as Test Method E119.
Note 1: Typically, rated wall assemblies obtain a fire resistance rating after being tested to Test Method E119, NFPA 251, UL 263, CAN/ULC-S101, or other similar fire resistive test methods.  
1.3 This fire-test-response standard is not intended to evaluate the connections between rated wall assemblies and nonrated horizontal assemblies  unless part of the continuity head-of-wall joint system.  
1.4 The fire resistive test end point is the period of time elapsing before the first performance criteria is reached when the continuity head-of-wall joint system is subjected to one of two time-temperature fire exposures.  
1.5 The fire exposure conditions used are either those specified by Test Method E119 for testing assemblies to standard time-temperature exposures or Test Method E1529 for testing assemblies to rapid-temperature rise fires.  
1.6 This test method specifies the heating conditions, methods of test, and criteria to establish a fire resistance rating only for a continuity head-of-wall joint system.  
1.7 Test results establish the performance of continuity head-of-wall joint systems to maintain continuity of fire resistance of the rated wall assembly where the continuity head-of-wall joint system interfaces with a nonrated horizontal assembly during the fire-exposure period.  
1.8 Test results shall not be construed as having determined the continuity head-of-wall joint system, nonrated horizontal assembly and the rated wall assembly’s suitability for use after that ...

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  • Standard
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    English language
    sale 15% off