Standard Test Method for Wind Resistance of Concrete and Clay Roof Tiles (Mechanical Uplift Resistance Method)

SIGNIFICANCE AND USE
The method of attachment of roof tiles to the roof deck, or support structure, is one factor in the resistance of concrete and clay roof tiles to the action of wind. Several systems of attachment, and even combinations of systems, are used in the application of tile to a roof. The mechanical uplift resistance of the tile, when applied to the roof by any attachment system approved by, and in accordance with, the manufacturer's instructions, is a primary factor in the tile's resistance to the action of wind. This test method determines the mechanical uplift resistance that is related to resistance to the uplift forces acting as a result of wind. Natural wind conditions differ with respect to intensity, duration, and turbulence; these conditions are beyond the means of this test method to simulate.
SCOPE
1.1 This test method covers a procedure to determine the mechanical uplift resistance of concrete and clay roof tiles, which relates to the wind resistance of an air-permeable roof tile system as applied to a roof.
1.2 The procedure covers mechanically-fastened attachment systems, adhesive-set attachment systems, and mortar-set attachment systems, or combinations of attachment systems, that are used to apply tile to a roof.
1.3 The values stated in inch pound units are to be regarded as the standard. The values in parentheses are given for reference only.
1.4 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
12-May-2008
Drafting Committee
Current Stage
Ref Project

Relations

Effective Date
13-May-2008

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1568 − 08
StandardTest Method for
Wind Resistance of Concrete and Clay Roof Tiles
1
(Mechanical Uplift Resistance Method)
This standard is issued under the fixed designation C1568; 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.
Note—Sections 11.3, 11.4, 12.3, 12.4, 13.7, and 13.8 were corrected and the year date changed on May 13, 2008.
1. Scope 2.2 SBCCI Standard:
SBCCI SSDT 11 SBCCI Test Standard for Determining
1.1 This test method covers a procedure to determine the
Wind Resistance of Concrete or Clay Roof Tiles
mechanical uplift resistance of concrete and clay roof tiles,
which relates to the wind resistance of an air-permeable roof
NOTE 1—This standard is based on the International Code Council’s
ICC/SBCCI SSTD 11 Test Standard for Determining Wind Resistance of
tile system as applied to a roof.
Concrete or Clay Roof Tiles, and work derived from the tile industry’s
1.2 The procedure covers mechanically-fastened attachment
testing programs completed in the Redland Wind Tunnel in the UK.
systems, adhesive-set attachment systems, and mortar-set at-
2.3 ASCE Standard:
tachment systems, or combinations of attachment systems, that
ASCE 7 Minimum Design Loads for Buildings and Other
are used to apply tile to a roof.
Structures
1.3 The values stated in inch pound units are to be regarded
3. Terminology
as the standard. The values in parentheses are given for
reference only.
3.1 Definitions—For definitions of terms used in this test
1.4 This standard does not purport to address all of the method refer to Terminology C43, and Specifications C1167
and C1492.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
4. Significance and Use
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. 4.1 The method of attachment of roof tiles to the roof deck,
or support structure, is one factor in the resistance of concrete
2. Referenced Documents and clay roof tiles to the action of wind. Several systems of
2
attachment, and even combinations of systems, are used in the
2.1 ASTM Standards:
application of tile to a roof.The mechanical uplift resistance of
C43 Terminology of Structural Clay Products (Withdrawn
3
the tile, when applied to the roof by any attachment system
2009)
approved by, and in accordance with, the manufacturer’s
C67 Test Methods for Sampling and Testing Brick and
instructions, is a primary factor in the tile’s resistance to the
Structural Clay Tile
action of wind. This test method determines the mechanical
C140 Test Methods for Sampling and Testing Concrete
uplift resistance that is related to resistance to the uplift forces
Masonry Units and Related Units
acting as a result of wind. Natural wind conditions differ with
C1167 Specification for Clay Roof Tiles
respect to intensity, duration, and turbulence; these conditions
C1492 Specification for Concrete Roof Tile
are beyond the means of this test method to simulate.
5. Apparatus
1
This test method is under the jurisdiction of ASTM Committee C15 on
5.1 Atest apparatus shown in Fig. 1 shall be used to test the
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.06 on Roofing Tile.
mechanical uplift resistance of roof tiles. The triangulated
Current edition approved May 13, 2008. Published May 2008. Originally
framework and loading bar shall be constructed of tubular steel
approved in 2003. Last previous edition approved in 2005 as C1568 – 05. DOI:
of sufficient strength to remain rigid when loads of up to 500
10.1520/C1568-08.
2
lbf are applied to the test tile. The frame shall be fixed to the
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
floor to prevent movement of the frame and to provide a solid
Standards volume information, refer to the standard’s Document Summary page on
reference plane for deflection measurements. The joints of the
the ASTM website.
3
frame shall be rigid, however, the loading bar rotates about the
The last approved version of this historical standard is referenced on
www.astm.org. frame to facilitate the loading of the test tile. The other end of
Copyright ©ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA19428-2959. United States
1

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C1568 − 08
FIG. 1 Mechanical Uplift Resistance Test Apparatus
the loading bar is attached to a hydraulic jack, or similarly 6.2 Install the tile in the sa
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM 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:C1568–04 Designation:C1568–08
Standard Test Method for
Wind Resistance of Concrete and Clay Roof Tiles
1
(Mechanical Uplift Resistance Method)
This standard is issued under the fixed designation C 1568; 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.
Note—Sections 11.3, 11.4, 12.3, 12.4, 13.7, and 13.8 were corrected and the year date changed on May 13, 2008.
1. Scope
1.1 This test method covers a procedure to determine the mechanical uplift resistance of concrete and clay roof tiles, which
relates to the wind resistance of an air-permeable roof tile system as applied to a roof.
1.2 The procedure covers mechanically-fastened attachment systems, adhesive-set attachment systems, and mortar-set
attachment systems, or combinations of attachment systems, that are used to apply tile to a roof.
1.3 The values stated in inch pound units are to be regarded as the standard. The values in parentheses are given for reference
only.
1.4 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
C 43 Terminology of Structural Clay Products
C 67 Test Methods for Sampling and Testing Brick and Structural Clay Tile
C140Test Methods of Sampling and Testing Concrete Masonry Units 140 Test Methods for Sampling and Testing Concrete
Masonry Units and Related Units
C 1167 Specification for Clay Roof Tiles
C 1492 Specification for Concrete Roof TilesTile
2.2 SBCCI Standard:
SBCCI SSDT 11 SBCCI Test Standard for Determining Wind Resistance of Concrete or Clay Roof Tiles
NOTE 1—This standard is based on the International Code Council’s ICC/SBCCI SSTD 11Test Standard for DeterminingWind Resistance of Concrete
or Clay Roof Tiles, and work derived from the tile industry’s testing programs completed in the Redland Wind Tunnel in the UK.
2.3 ASCE Standard:
ASCE 7 Minimum Design Loads for Buildings and Other Structures
3. Terminology
3.1 Definitions—For definitions of terms used in this test method refer to Terminology C 43, and Specifications C 1167 and
C 1492.
4. Significance and Use
4.1 The method of attachment of roof tiles to the roof deck, or support structure, is one factor in the resistance of concrete and
clay roof tiles to the action of wind. Several systems of attachment, and even combinations of systems, are used in the application
of tile to a roof. The mechanical uplift resistance of the tile, when applied to the roof by any attachment system approved by, and
in accordance with, the manufacturer’s instructions, is a primary factor in the tile’s resistance to the action of wind. This test
methoddeterminesthemechanicalupliftresistancethatisrelatedtoresistancetotheupliftforcesactingasaresultofwind.Natural
1
This test method is under the jurisdiction ofASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.06 on Roofing
Tile .
Current edition approved Dec. 1, 2004. Published January 2005. Originally approved in 2003. Last previous edition approved in 2003 as C 1568–03.
Current edition approved May 13, 2008. Published May 2008. Originally approved in 2003. Last previous edition approved in 2005 as C 1568 – 05.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright ©ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA19428-2959, United States.
1

---------------------- Page: 1 ----------------------
C1568–08
wind conditions differ with respect to intensity, duration, and turbulence; these conditions are beyond the means of this test method
to simulate.
5. Apparatus
5.1 A test apparatus shown in Fig. 1 shall be used to test the mechanical uplift resistance of roof tiles. The triangulated
framework and loading bar shall be constructed of tubular steel of sufficient strength to remain rigid when loads of up to 500 lbf
are applied to the test tile. The frame shall be fixed to the floor to prevent movement of the frame
...

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