Standard Practice for Calculating Bending Strength Design Adjustment Factors for Fire-Retardant-Treated Plywood Roof Sheathing

SIGNIFICANCE AND USE
This practice develops treatment factors that shall be used by fire retardant chemical manufacturers to adjust bending strength design values for untreated plywood to account for the fire-retardant treatment effects. This practice uses data from reference thermal-load cycles designed to simulate temperatures in sloped roofs of common design to evaluate products for 50 iterations.
This practice applies to material installed using construction practices recommended by the fire retardant chemical manufacturers that include avoiding exposure to precipitation, direct wetting, or regular condensation. This practice is not meant to apply to buildings with significantly different designs than those described in 1.3.
Test Method D 5516 caused thermally induced strength losses in laboratory simulations within a reasonably short period. The environmental conditions used in the laboratory-activated chemical reactions that are considered to be similar to those occurring in the field. This assumption is the fundamental basis of this practice.
SCOPE
1.1 This practice covers procedures for calculating bending strength design adjustment factors for fire-retardant-treated plywood roof sheathing. The methods utilize the results of strength testing after exposure at elevated temperatures and computer-generated thermal load profiles reflective of exposures encountered in normal service conditions in a wide variety of climates.
1.2 Necessarily, common laboratory practices were used to develop the methods herein. It is assumed that the procedures will be used for fire-retardant-treated plywood installed using appropriate construction practices recommended by the fire retardant chemical manufacturers, which include avoiding exposure to precipitation, direct wetting, or regular condensation.
1.3 The heat gains, solar loads, roof slopes, ventilation rates, and other parameters used in this practice were chosen to reflect common sloped roof designs. This practice is applicable to roofs of 3 in 12 or steeper slopes, to roofs designed with vent areas and vent locations conforming to national standards of practice and to designs in which the bottom side of the sheathing is exposed to ventilation air. These conditions may not apply to significantly different designs and therefore this practice may not apply to such designs.
1.4 Information and a brief discussion supporting the provisions of this practice are in the Commentary in the appendix. A large, more detailed, separate Commentary is also available from ASTM.
1.5 The methodology in this practice is not meant to account for all reported instances of fire-retardant plywood undergoing premature heat degradation.
1.6 This practice is written in inch-pound units with SI units provided in parentheses for information only.
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 and health practices and determine the applicability of regulatory limitations prior to use.

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Historical
Publication Date
09-Apr-2002
Technical Committee
Current Stage
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ASTM D6305-02e1 - Standard Practice for Calculating Bending Strength Design Adjustment Factors for Fire-Retardant-Treated Plywood Roof Sheathing
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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
e1
Designation: D 6305 – 02
Standard Practice for
Calculating Bending Strength Design Adjustment Factors
1
for Fire-Retardant-Treated Plywood Roof Sheathing
This standard is issued under the fixed designation D6305; 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 (e) indicates an editorial change since the last revision or reapproval.
1
e NOTE—The title for Table 6 was corrected from “One” to “Three Exposure Temperatures” in October 2002.
1. Scope responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
1.1 This practice covers procedures for calculating bending
bility of regulatory limitations prior to use.
strength design adjustment factors for fire-retardant-treated
plywood roof sheathing. The methods utilize the results of
2. Referenced Documents
strength testing after exposure at elevated temperatures and
2.1 ASTM Standards:
computer-generated thermal load profiles reflective of expo-
3
D9 Terminology Relating to Wood
sures encountered in normal service conditions in a wide
D5516 Test Method for Evaluating the Flexural Properties
variety of climates.
of Fire-Retardant Treated Softwood Plywood Exposed to
1.2 Necessarily, common laboratory practices were used to
3
Elevated Temperatures
develop the methods herein. It is assumed that the procedures
will be used for fire-retardant-treated plywood installed using
3. Terminology
appropriate construction practices recommended by the fire
3.1 Definitions:
retardant chemical manufacturers, which include avoiding
3.1.1 Definitionsusedinthispracticeareinaccordancewith
exposure to precipitation, direct wetting, or regular condensa-
Terminology D9.
tion.
3.2 Definitions of Terms Specific to This Standard:
1.3 Theheatgains,solarloads,roofslopes,ventilationrates,
3.2.1 bin mean temperature—10°F (5.5°C) temperature
and other parameters used in this practice were chosen to
ranges having mean temperatures of 105 (41), 115 (46), 125
reflectcommonslopedroofdesigns.Thispracticeisapplicable
(52),135(57),145(63),155(68),165(74),and175°F(79°C).
toroofsof3in12orsteeperslopes,toroofsdesignedwithvent
areas and vent locations conforming to national standards of
4. Summary of Practice
practice and to designs in which the bottom side of the
4.1 The test data determined by Test Method D5516 are
sheathing is exposed to ventilation air. These conditions may
usedtodevelopadjustmentfactorsforfire-retardanttreatments
not apply to significantly different designs and therefore this
to apply to untreated-plywood design values. The test data are
practice may not apply to such designs.
used in conjunction with climate models and other factors and
1.4 Information and a brief discussion supporting the pro-
the practice thus extends laboratory strength data measured
visionsofthispracticeareintheCommentaryintheappendix.
after accelerated aging to design value recommendations.
Alarge, more detailed, separate Commentary is also available
2
from ASTM.
5. Significance and Use
1.5 Themethodologyinthispracticeisnotmeanttoaccount
5.1 This practice develops treatment factors that shall be
for all reported instances of fire-retardant plywood undergoing
usedbyfireretardantchemicalmanufacturerstoadjustbending
premature heat degradation.
strengthdesignvaluesforuntreatedplywoodtoaccountforthe
1.6 Thispracticeiswrittenininch-poundunitswithSIunits
fire-retardant treatment effects. This practice uses data from
provided in parentheses for information only.
reference thermal-load cycles designed to simulate tempera-
1.7 This standard does not purport to address all of the
tures in sloped roofs of common design to evaluate products
safety concerns, if any, associated with its use. It is the
for 50 iterations.
5.2 This practice applies to material installed using con-
1
This practice is under the jurisdiction ofASTM Committee D07 on Wood and structionpracticesrecommendedbythefireretardantchemical
is the direct responsibility of Subcommittee D07.07 on Fire Performance of Wood.
manufacturers that include avoiding exposure to precipitation,
Current edition approved April 10, 2002. Published June 2002. Originally
e1
published as D6305-98. Last previous edition D6305-98 .
2
Commentary on this practice is available from ASTM Headquarters. Request
3
File No. D07–1004. Annual Book of ASTM Standards, Vol 04.10.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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e1
D6305–02
direct wetting, or regular condensation. This practice is not 6.2.2 The intercept of the regression obtained in 6.2.1 for
meant to apply to buildi
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