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ASTM C1397-05

(Practice)

Standard Practice for Application of Class PB Exterior Insulation and Finish Systems

Standard Practice for Application of Class PB Exterior Insulation and Finish Systems

SIGNIFICANCE AND USE
This practice provides minimum requirements for the application of Class PB EIFS. The requirements for materials, mixtures, and details shall be contained in the project plans and specifications. See Guide E 1825 for guidance.
SCOPE
1.1 This practice covers the minimum requirements and procedures for field or prefabricated application of Class PB Exterior Insulation and Finish Systems (EIFS). Class PB EIFS are systems applied over insulation board, in which the base coat ranges from not less than 1 /16 in. (1.6 mm) to 1 /4 in. (6.4 mm) in dry thickness, depending upon the number of nonmetallic reinforcing mesh layers encapsulated in the base coat. The base coat is then covered with a finish coat of various thickness in a variety of textures and colors.
1.2 This practice does not cover Class PB EIFS with drainage. Consult the EIFS producer for information.
1.3 The values stated in inch-pound units are to be regarded as the standard. The metric values given in parentheses are approximate and are provided for information purposes only.
1.4 The text of this practice references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as a requirement of the standard.
1.5 This standard may involve hazardous materials, operations, and equipment. 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
30-Sep-2005
ICS
91.100.99 - Other construction materials
Technical Committee
C11 - Gypsum and Related Building Materials and Systems
Drafting Committee
C11.05 - Application of Exterior Insulating and Finish Systems and Related Products
Current Stage
Ref Project

Relations

Replaces
ASTM C1397-04 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
Effective Date
01-Oct-2005
Replaced By
ASTM C1397-09 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems (EIFS) and EIFS with Drainage
Effective Date
15-Jul-2009
Referred By
ASTM C1481-12(2017) - Standard Guide for Use of Joint Sealants with Exterior Insulation and Finish Systems (EIFS)
Effective Date
01-Oct-2005
Referred By
ASTM E2112-23 - Standard Practice for Installation of Exterior Windows, Doors and Skylights
Effective Date
01-Oct-2005

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ASTM C1397-05 - Standard Practice for Application of Class PB Exterior Insulation and Finish SystemsASTM C1397-05 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
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ASTM C1397-05 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
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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:C1397–05
Standard Practice for
Application of Class PB Exterior Insulation and Finish
1
Systems
This standard is issued under the fixed designation C 1397; 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.
3
1. Scope* C 79/C 79M Specification for Gypsum Sheathing Board
C 150 Specification for Portland Cement
1.1 This practice covers the minimum requirements and
C 578 SpecificationforRigid,CellularPolystyreneThermal
procedures for field or prefabricated application of Class PB
Insulation
Exterior Insulation and Finish Systems (EIFS). Class PB EIFS
C 1063 Specification for Installation of Lathing and Furring
are systems applied over insulation board, in which the base
to Receive Interior and Exterior Portland Cement-Based
1 1
coat ranges from not less than ⁄16 in. (1.6 mm) to ⁄4 in. (6.4
Plaster
mm) in dry thickness, depending upon the number of nonme-
C 1177/C 1177M Specification for Glass Mat Gypsum Sub-
tallic reinforcing mesh layers encapsulated in the base coat.
strate for Use as Sheathing
The base coat is then covered with a finish coat of various
C 1186 Specification for Flat Non-Asbestos Fiber-Cement
thickness in a variety of textures and colors.
Sheets
1.2 This practice does not cover Class PB EIFS with
C 1278/C 1278M Specification for Fiber-Reinforced Gyp-
drainage. Consult the EIFS producer for information.
sum Panel
1.3 The values stated in inch-pound units are to be regarded
C 1280 Specification for Application of Gypsum Sheathing
as the standard. The metric values given in parentheses are
C 1325 Specification for Non-Asbestos Fiber-Mat Rein-
approximate and are provided for information purposes only.
forced Cement Substrate Sheets
1.4 The text of this practice references notes and footnotes
C 1382 Test Method for Determining Tensile Adhesion
which provide explanatory material. These notes and footnotes
Properties of Sealants When Used in Exterior Insulation
(excluding those in tables and figures) shall not be considered
and Finish Systems (EIFS) Joints
as a requirement of the standard.
C 1472 Guide for Calculating Movement and Other Effects
1.5 This standard may involve hazardous materials, opera-
When Establishing Sealant Joint Width
tions, and equipment. This standard does not purport to
C 1481 Guide for Use of Joint Sealants With Exterior
address all of the safety concerns, if any, associated with its
Insulation and Finish Systems (EIFS)
use. It is the responsibility of the user of this standard to
E 1825 Guide for Evaluation of Exterior Building Wall
establish appropriate safety and health practices and deter-
Materials, Products, and Systems
mine the applicability of regulatory limitations prior to use.
E2110 Terminology for Exterior Insulation and Finish Sys-
2. Referenced Documents tems (EIFS)
2
2.1 ASTM Standards:
3. Terminology
C11 Terminology Relating to Gypsum and Related Build-
3.1 Definitions used in this standard shall be in accordance
ing Materials and Systems
with TerminologiesC11 andE2110.
1
4. Significance and Use
This practice is under the jurisdiction of ASTM Committee C11 on Gypsum
and Related Building Materials and Systems and is the direct responsibility of
4.1 This practice provides minimum requirements for the
Subcommittee C11.05 onApplication of Exterior Insulating and Finish Systems and
application of Class PB EIFS. The requirements for materials,
Related Products.
Current edition approved October 1, 2005. Published October 2005. Originally
mixtures,anddetailsshallbecontainedintheprojectplansand
approved in 1998. Last previous edition approved in 2004 as C 1397 – 04.
specifications. See Guide E 1825 for guidance.
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
Standards volume information, refer to the standard’s Document Summary page on
3
the ASTM website. Withdrawn.
*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 ----------------------
C1397–05
5. Delivery of Materials manufacturer, unless temporary heat and enclosures are pro-
videdtomaintainminimum40°F(4°C)foraminimumperiod
5.1 All materials shall be delivered in packages, containers,
of not less than 24 h before, during, and after application (see
or bundles with the identification and markings intact.
Annex A1.9.3).
10.1.2 Materials shall not be applied to a base containing
6. Inspection
frost. Substrate surface temperature shall be not less
...

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4.1 This practice provides minimum requirements for the application of Direct-applied Exterior Finish Systems. The requirements for materials, mixtures, and details shall be contained in the project plans and specifications.
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Standard Practice for Application of Class PB Exterior Insulation and Finish Systems (EIFS) and EIFS with Drainage

SIGNIFICANCE AND USE
4.1 This practice provides minimum requirements for the application of Class PB EIFS and EIFS with Drainage (see Specification E2568). The requirements for materials, mixtures, and details shall be contained in the project plans and specifications. See Guide E1825 for guidance.
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1.1 This practice covers the minimum requirements and procedures for field or prefabricated application of Class PB Exterior Insulation and Finish Systems (EIFS) and EIFS with Drainage. Class PB EIFS are systems applied over insulation board, in which the base coat ranges from not less than 1/16 in. (1.6 mm) to 1/4 in. (6.4 mm) in dry thickness, depending upon the number of nonmetallic reinforcing mesh layers encapsulated in the base coat (see Specification E2568). The base coat is then covered with a finish coat of varying thickness in a variety of textures and colors. EIFS with Drainage provides a mechanism to drain incidental moisture  
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.  
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ASTM D8298/D8298M-23(Test Method)
Standard Test Method for Determination of Erosion Control Products (ECP) Performance in Protecting Slopes from Continuous Rainfall-Induced Erosion Using a Tilted Bed Slope

SIGNIFICANCE AND USE
5.1 This test method utilizes large-scale testing equipment and procedures established at a variety of testing laboratories over the last 30 years.  
5.2 This method is useful in evaluating ECPs and their installation to reduce soil loss and sediment concentrations when exposed to defined rainfall conditions and improving water quality exiting the area disturbed by earthwork activity by reducing suspended solids and turbidity.  
5.3 This test method is a performance test, but can also be used for acceptance testing to determine product conformance to project specifications. For project-specific conformance, unique project-specific conditions should be considered. Caution is advised since information regarding laboratory specific precision is incomplete at this time, and differences in soil and other environmental and geotechnical conditions may affect ECP performance.  
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Note 1: The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluating some of those factors.
SCOPE
1.1 This test method is used to evaluate the ability of erosion control products (ECP) to protect slopes from rainfall-induced erosion using an adjustable tilting bed slope. The standard slopes range from 2.5:1 to 4:1 (H:V) having target rainfall intensities between 4.0 and 5.0 in./h [100 and 125 mm/h].  
1.2 There are three main elements the ECPs must have the ability to perform: 1. Absorb the impact force of raindrops, thereby reducing soil particle loosening and detachment through “splash” mechanisms; 2. Slow runoff and encourage infiltration, thereby reducing soil particle displacement and transport through “overland flow” mechanisms; and 3. Trap soil particles beneath the ECP. When comparing data from different ECPs under consideration, it is important to keep the test conditions the same for the ECPs being evaluated, for example, the rainfall intensity rate and the slope.  
1.3 The results of this test method can be used to evaluate performance and acceptability, and can be used to compare the effectiveness of different ECPs. This method provides a comparative evaluation of an ECP to baseline bare soil conditions under controlled and documented conditions. This test method can provide information about a product that is under consideration for a specific application where no performance information currently exists.  
1.4 This test method covers the use of three different soil types, ECP installation: sprayed, rolled, or dry applied, and a runoff collection procedure. This test is typically performed indoors, but may be performed outside as long as certain requirements are met. Partially enclosed facilities are acceptable providing the environmental conditions are met.  
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Standard Guide for Site Preparation, Layout, Installation, and Hydration of Geosynthetic Cementitious Composite Mats

SIGNIFICANCE AND USE
4.1 This guide identifies proper layout, installation, and hydration procedures along with equipment for use by GCCM designers, inspectors, and installers.  
4.2 Applications—Typical GCCM applications may include but are not limited to:  
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4.2.5 Scour protection at culvert inlets and outlets.  
4.2.6 Remediation of existing concrete channels and structures.  
4.2.7 Lining of outfalls and spillways.  
4.2.8 Mow strips or weed suppression.  
4.2.9 Lagoons and secondary containment berms (using GCCBs).
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1.1 This guide covers directions for the installation of geosynthetic cementitious composite mat (GCCM) materials under field conditions typically present in erosion control, hydraulic structure armoring and protection, and protection applications. This guide also covers directions for the installation of a special category of GCCMs known as geosynthetic cementitious composite barrier (GCCB) materials, under field conditions typically present in geotechnical or civil engineering applications, with the purpose of reducing or preventing the flow of fluid through the construction.  
1.2 The values in SI units are to be regarded as the standard. Values in inch-pound units are in parentheses for information.  
1.3 This guide contains general guidelines. It is not intended to replace project-specific installation requirements. In the event of a conflict between the two, the requirements of the project specifications will supersede the requirements of this guide.  
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4.1 The use of nonreinforced geomembranes as barrier materials has created a need for a test method to evaluate the quality of chemical fusion seams produced by methods other than thermal fusion. This test method is used for quality control purposes and is intended to provide quality control and quality assurance personnel with a method to evaluate seam quality.  
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Standard Test Method for Measuring Nominal Thickness of Rolled Erosion Control Products

SIGNIFICANCE AND USE
5.1 Thickness is one of the basic physical properties used to control the quality of rolled erosion control products. Thickness values may aid in the calculation of other rolled erosion control product parameters. Thickness, however, is not generally an indication of field performance and generally should not be used in specifications. This test method is developed to aid manufacturers, designers, and end users in comparing the thickness of rolled erosion control products through the use of an accepted ASTM standard.  
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SCOPE
1.1 This test method covers the measurement of the nominal thickness of rolled erosion control products.  
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ASTM C1516-05(2023)(Practice)
Standard Practice for Application of Direct-Applied Exterior Finish Systems

SIGNIFICANCE AND USE
4.1 This practice provides minimum requirements for the application of Direct-applied Exterior Finish Systems. The requirements for materials, mixtures, and details shall be contained in the project plans and specifications.
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1.2 The values stated in inch-pound units are to be regarded as the standard. The metric values given in parentheses are approximate and are provided for information purposes only.  
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Standard Practice for Sample Preparation for GCCM

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5.1 This practice is intended to create specimens of GCCM products appropriate for testing for the determination of index properties. Cured (hardened) samples are not necessarily intended to represent a field application of GCCM products, but would be representative of the correct amount of water applied to a known style of product and provide a basis for consistent and repeatable index property testing.
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1.3 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026.  
1.3.1 For purposes of comparing measured or calculated value(s) with specified limits, the measured or calculated value(s) shall be rounded to the nearest decimal or significant digits in the specified limits.  
1.3.2 The procedures used to specify how data are collected/recorded or calculated in this practice are regarded as the industry standard. In addition, they are representative of the significant digits that generally should be measured. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce the significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this practice to consider significant digits used in the analytical methods for engineering design.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. Some specific hazards statements are given in Section 7 on Hazards.  
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ASTM D8453/D8453M-22(Practice)
Standard Practice for Open-Hole Flexural Strength of Sandwich Constructions

SIGNIFICANCE AND USE
5.1 This practice provides supplemental instructions that allow the use of Test Method D7249/D7249M to determine the open-hole (notched) strength of the sandwich panel facesheets for structural design allowables, material specifications, and research and development. Due to the curvature of the flexural test specimen when loaded, the open-hole sandwich facesheet strength from this test may not be equivalent to the open-hole sandwich facesheet strength of sandwich structures subjected to pure edgewise (in-plane) tension or compression.  
5.2 Factors that influence the notched facesheet strength and shall therefore be reported include the following: facesheet material, core material, adhesive material, methods of material fabrication, facesheet stacking sequence and overall thickness, core geometry (cell size), core density, adhesive thickness, specimen geometry (including hole diameter, diameter-to-thickness ratio, and width-to-diameter ratio), specimen preparation (especially of the hole), specimen conditioning, environment of testing, specimen alignment, loading procedure, speed of testing, facesheet void content, adhesive void content, and facesheet volume percent reinforcement. Further, notched facesheet strength may be different between precured/bonded and co-cured facesheets of the same material.
SCOPE
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1.2.1 Within the text, the inch-pound units are shown in brackets.  
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ASTM F1645/F1645M-22(Test Method)
Standard Test Method for Water Migration in Honeycomb Core Materials

SIGNIFICANCE AND USE
5.1 Water permeability is a fundamental physical property that can be used in conjunction with other properties to characterize honeycomb sandwich core materials. Migration testing can be used to characterize and compare the relative permeability of honeycomb core materials to water.  
5.2 This test method provides a standard method of characterizing the rate of water migration within honeycomb sandwich core materials for design properties, material specifications, research and development applications, and quality assurance.  
5.3 Factors that influence water migration rate characteristics of honeycomb sandwich core materials and shall therefore be reported include the following: core material, methods of material fabrication, core geometry (cell size), core thickness, core thickness uniformity, cell wall thickness, specimen geometry, specimen preparation, specimen conditioning, facing material, facing permeability, adhesive permeability, adhesive thickness, and methods of mass, volume, and water column height measurement.
SCOPE
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1.2.1 Within the text, the inch-pound units are shown in brackets.  
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1.4 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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