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ASTM C1397-02

(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

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 standard 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 standard 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
09-Dec-2002
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 C1397-98 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
Effective Date
10-Dec-2002
Replaced By
ASTM C1397-03 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
Effective Date
10-Jun-2003
Referred By
ASTM E2112-23 - Standard Practice for Installation of Exterior Windows, Doors and Skylights
Effective Date
10-Dec-2002
Referred By
ASTM C1481-12(2017) - Standard Guide for Use of Joint Sealants with Exterior Insulation and Finish Systems (EIFS)
Effective Date
10-Dec-2002

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ASTM C1397-02 - Standard Practice for Application of Class PB Exterior Insulation and Finish SystemsASTM C1397-02 - Standard Practice for Application of Class PB Exterior Insulation and Finish Systems
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ASTM C1397-02 - 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 superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 1397 – 02
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.
1. Scope C 578 Specification for Rigid, Cellular Polystyrene Thermal
3
Insulation
1.1 This practice covers the minimum requirements and
C 1063 Specification for Installation of Lathing and Furring
procedures for field or prefabricated application of Class PB
to Receive Interior and Exterior Portland Cement-Based
Exterior Insulation and Finish Systems (EIFS). Class PB EIFS
2
Plaster
are systems applied over insulation board, in which the base
1 1 C 1177/C 1177M Specification for Glass Mat Gypsum Sub-
coat ranges from not less than ⁄16 in. (1.6 mm) to ⁄4 in. (6.4
2
strate for Use as Sheathing
mm) in dry thickness, depending upon the number of nonme-
C 1186 Specification for Flat Non-Asbestos Fiber-Cement
tallic reinforcing mesh layers encapsulated in the base coat.
4
Sheets
The base coat is then covered with a finish coat of various
C 1278/C 1278M Specification for Fiber-Reinforced Gyp-
thickness in a variety of textures and colors.
2
sum Panel
1.2 This standard does not cover Class PB EIFS with
2
C 1280 Specification for Application of Gypsum Sheathing
drainage. Consult the EIFS producer for information.
C 1382 Test Method for Determining Tensile Adhesion
1.3 The values stated in inch-pound units are to be regarded
Properties of Sealants When Used in Exterior Insulation
as the standard. The metric values given in parentheses are
5
and Finish Systems (EIFS) Joints
approximate and are provided for information purposes only.
C 1472 Guide for Calculating Movement and Other Effects
1.4 The text of this standard references notes and footnotes
5
When Establishing Sealant Joint Width
which provide explanatory material. These notes and footnotes
C 1481 Guide for Use of Joint Sealants With Exterior
(excluding those in tables and figures) shall not be considered
5
Insulation and Finish Systems (EIFS)
as a requirement of the standard.
E 1825 Guide for Evaluation of Exterior Building Wall
1.5 This standard may involve hazardous materials, opera-
6
Materials, Products and Systems
tions, and equipment. This standard does not purport to
E 2110 Terminology for Exterior Insulation and Finish Sys-
address all of the safety concerns, if any, associated with its
6
tems (EIFS)
use. It is the responsibility of the user of this standard to
establish appropriate safety and health practices and deter-
3. Terminology
mine the applicability of regulatory limitations prior to use.
3.1 Definitions used in this standard shall be in accordance
2. Referenced Documents with Terminologies C 11 and E 2110.
2.1 ASTM Standards:
4. Significance and Use
C 11 Terminology Relating to Gypsum and Related Build-
2 4.1 This practice provides minimum requirements for the
ing Materials and Systems
application of Class PB EIFS. The requirements for materials,
C 79/C 79M Specification for Treated Core and Nontreated
2 mixtures, and details shall be contained in the project plans and
Core Gypsum Sheathing Board
2 specifications. See Guide E 1825 for guidance.
C 150 Specification for Portland Cement
1
This practice is under the jurisdiction of ASTM Committee C11 on Gypsum
and Related Building Materials and Systems and is the direct responsibility of
Subcommittee C11.05 on Application of Exterior Insulating and Finish Systems and
3
Related Products. Annual Book of ASTM Standards, Vol 04.06.
4
Current edition approved Dec. 10, 2002. Published February 2003. Originally Annual Book of ASTM Standards, Vol 04.05.
5
approved in 1998. Last previous edition approved in 1998 as C 1397 – 98. Annual Book of ASTM Standards, Vol 04.07.
2 6
Annual Book of ASTM Standards, Vol 04.01. Annual Book of ASTM Standards, Vol 04.12.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
C1397–02
5. Delivery of Materials manufacturer, unless temporary heat and enclosures are pro-
vided to maintain minimum 40°F (4°C) for a minimum period
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).
6. Inspection
10.1.2 Materials shall not be applied to
...

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Standard Practice for Application of Class PB Exterior Insulation and Finish Systems (EIFS) and EIFS with Drainage

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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  
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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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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.  
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Standard Guide for Site Preparation, Layout, Installation, and Hydration of Geosynthetic Cementitious Composite Mats

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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.  
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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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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.  
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Standard Practice for Open-Hole Flexural Strength of Sandwich Constructions

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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.  
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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

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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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