ASTM E835/E835M-93(1999)
(Guide)Standard Guide for Modular Coordination of Clay and Concrete Masonry Units
Standard Guide for Modular Coordination of Clay and Concrete Masonry Units
SCOPE
1.1 This guide covers unit sizes for clay and concrete masonry units laid in mortar for use in buildings and building systems designed in accordance with the principles of modular coordination. Specifically it covers:
1.1.1 Sizes of full-size units and supplementary units.
1.1.2 Joint thicknesses.
1.1.3 Specified dimensions.
1.2 Permissible variations from specified dimensions of masonry units vary with intended use, project requirements and type of product. Thus, permissible dimensional variations for masonry units should be obtained from the appropriate ASTM specification. See Section 2 for a listing of appropriate specifications.
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An American National Standard
Designation: E 835/E 835M – 93 (Reapproved 1999)
Standard Guide for
Modular Coordination of Clay and Concrete Masonry Units
This standard is issued under the fixed designation E 835/E 835M; 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.
This standard has been approved for use by agencies of the Department of Defense.
INTRODUCTION
This guide is issued as a standard for reference in design, specification, manufacture and
construction using metric (SI) or inch-pound units. The SI preferred dimensions are based on the
internationally recognized building module of 100 mm. The inch-pound preferred dimensions are
based on the U.S. recognized building module of 4 inches. Dimensions given in millimeters (mm)
apply to units designed for SI use. Dimensions given in inches (in.) apply to units designed for
inch-pound use.
This guide is intended to minimize the potential field cutting of units due to the layout requirements
of the construction and contract documents. It is not the intent of this guide to restrict or limit the
production of units not conforming to modular dimensional coordination.
1. Scope Building Parts and Systems
E 631 Terminology of Building Constructions
1.1 This guide covers unit sizes for clay and concrete
masonry units laid in mortar for use in buildings and building
3. Terminology
systems designed in accordance with the principles of modular
3.1 Definitions of Terms Specific to This Standard:
coordination. Specifically it covers:
3.1.1 For descriptions of terms not listed in 3.1.2-3.1.12 see
1.1.1 Sizes of full-size units and supplementary units.
Terminology C 43, the Terminology section of Guide E 577, or
1.1.2 Joint thicknesses.
Terminology E 631.
1.1.3 Specified dimensions.
3.1.2 coordinating dimension—a preferred modular dimen-
1.2 Permissible variations from specified dimensions of
sion for masonry or masonry openings coordination, including
masonry units vary with intended use, project requirements and
allowances for standard joint thicknesses. (For example, ver-
type of product. Thus, permissible dimensional variations for
tical coordination based on masonry units with three courses
masonry units should be obtained from the appropriate ASTM
equal to 200 mm or 8 in.) See Fig. 1.
specification. See Section 2 for a listing of appropriate speci-
3.1.3 grid line—a line of the modular (100 mm or 4 in.)
fications.
grid, used for referencing of building dimensions in design and
2. Referenced Documents construction, normally occurring as centerlines in modular
coursing and as coordinating lines for masonry and masonry
2.1 ASTM Standards:
openings.
C 43 Terminology of Structural Clay Products
3.1.4 height—vertical dimension of masonry units or ma-
C 67 Test Methods of Sampling and Testing Brick and
sonry, measured parallel to the intended face of the unit or
Structural Clay Tile
units. See Fig. 2.
C 140 Test Methods of Sampling and Testing Concrete
3.1.5 length—horizontal dimension of masonry units or
Masonry Units
masonry, measured parallel to the intended face of the unit or
E 577 Guide for Dimensional Coordination of Rectilinear
units. See Fig. 2.
3.1.6 nominal dimension—a dimension greater than the
specified (standard) dimension by the thickness of one mortar
joint, but not more than 13 mm or ⁄2 in.
This guide is under the jurisdiction of ASTM Committee E-6 on Performance
3.1.6.1 Discussion—Standard mortar joint thicknesses are 6
of Buildings and is the direct responsibility of Subcommittee E06.62 on Coordina-
1 3 1
tion of Dimensions for Building Materials and Systems. mm ( ⁄4 in.), 10 mm ( ⁄8 in.), and 13 mm ( ⁄2 in.).
Current edition approved Feb. 15, 1993. Published July 1993. Originally pub-
lished as E 835M – 81. Last previous edition E 835/E 835M – 88.
2 3
Annual Book of ASTM Standards, Vol 04.05. Annual Book of ASTM Standards, Vol 04.07.
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
E 835/E 835M – 93 (1999)
FIG. 1 Coordinating, Nominal, and Specified (Standard) Dimensions for Masonry Units
3.1.7 nominal size—the measure of layout of a single 3.1.10 supplementary unit—an additional masonry unit
masonry unit, taken between centerlines of mortar joints, used to provide modular (100 mm or 4 in.) flexibility.
which is equal to the specified unit size plus the thickness of 3.1.11 thickness (width)—horizontal dimension of masonry
one mortar joint. See Fig. 1. units or masonry measured perpendicular to the intended face
3.1.8 specified (standard) dimension—the nominal dimen- of the masonry unit or units
...
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