Investigation of Moisture in Insulating Concrete Form Walls

Total Page:16

File Type:pdf, Size:1020Kb

Investigation of Moisture in Insulating Concrete Form Walls PCA R&D Serial No. 2190 INVESTIGATION OF MOISTURE IN INSULATING CONCRETE FORM WALLS by John Gajda, Martha VanGeem, and Thomas Gentry ©Portland Cement Association 2000 All rights reserved KEYWORDS Concrete, details, distress, drying, foundations, insulating concrete form, ICF, moisture, relative humidity, water vapor retarder, windows ABSTRACT Insulating concrete form (ICF) wall systems are rapidly gaining market share in new housing. In the past, their use was primarily limited to custom single-family housing. Today, however, ICF wall systems are being used throughout North America for a variety of housing types ranging from custom to production, expensive to affordable, and single- to multi-family. The scale on which ICF wall systems are being used has grown from scattered individual buildings to entire subdivisions. ICFs, like all wall systems, require special attention to detail to avoid potential moisture problems. Standard guidelines are needed to help architects and contractors use these systems more effectively. A project was performed to investigate the potential for moisture problems associated with ICFs and to develop standard recommendations and guidelines to avoid these problems. The project was conducted in four parts. In the first part, six wall sections were constructed and instrumented to determine rates of drying as affected by various combinations of exterior and interior finishes and vapor retarders. After one year of monitoring in a controlled atmosphere, the walls were systematically dissected and examined for signs of moisture-related distress. The second part of the investigation involved analyses to evaluate the condensation potential of wall sections utilizing various interior finishes, vapor retarders, and exterior finishes. Analyses were performed for winter and summer seasons for locations throughout North America. Results of the analyses led to recommendations on vapor retarders. The third part of the investigation involved gathering window installation and flashing details from ICF manufacturers and other sources. Because ICFs represent a relatively new means of above-grade construction, only limited details were found. This provided further justification of the need to develop recommended practices for ICF wall openings. The final part of the investigation involved recommending standard window details to mitigate water entry at joints. Additional details were developed to address proper practices for exterior walls, from the foundation to the eave, for a variety of exterior finishes and construction types. Details were developed with the assistance of construction tradespeople to facilitate effective, yet practical means of ICF construction. Investigation of Moisture in Insulating Concrete Form Walls REFERENCE Gajda, John, VanGeem, Martha, and Gentry, Thomas, “Investigation of Moisture in Insulating Concrete Form Walls, R&D Serial No. 2190, Portland Cement Association, 2000, 170 pages. ii PCA Research and Development Bulletin 2190 TABLE OF CONTENTS KEYWORDS.......................................................................................................................... i ABSTRACT............................................................................................................................ i REFERENCE......................................................................................................................... ii TABLE OF CONTENTS...................................................................................................... iii LIST OF TABLES................................................................................................................ vi LIST OF FIGURES ............................................................................................................ viii EXECUTIVE SUMMARY .................................................................................................. xi ACRONYMS...................................................................................................................... xiii INTRODUCTION ..................................................................................................................1 SCOPE OF WORK.................................................................................................................2 DRYING OF ICF WALLS.....................................................................................................2 WALLS..................................................................................................................................3 Materials...........................................................................................................................3 Formwork.........................................................................................................................4 Concrete ...........................................................................................................................5 Finishes ............................................................................................................................5 Measurement Conduits.....................................................................................................6 Edge Sealing.....................................................................................................................6 CONDITIONING ENVIRONMENT.............................................................................................6 DATA COLLECTION...............................................................................................................7 Humidity and Temperature Measurement Probes............................................................7 Data Logger......................................................................................................................7 Calibration........................................................................................................................7 RESULTS...............................................................................................................................8 Measured Results .............................................................................................................8 Visual Observations .........................................................................................................9 Moisture Content..............................................................................................................9 Discussion ........................................................................................................................9 Recommendations ..........................................................................................................12 iii Investigation of Moisture in Insulating Concrete Form Walls CONDENSATION ANALYSES .........................................................................................12 LOCATIONS AND CLIMATE..................................................................................................12 WALL SECTIONS AND CONSTRUCTION ...............................................................................13 ANALYSIS METHOD............................................................................................................14 RESULTS.............................................................................................................................14 Condensation Philosophy...............................................................................................15 Whole Wall Analyses.....................................................................................................15 Lack of Insulation ..........................................................................................................16 Wet Concrete..................................................................................................................16 Additional Analyses .......................................................................................................16 Potential Freeze-Thaw Damage .....................................................................................17 RECOMMENDATIONS ..........................................................................................................18 REVIEW OF EXISTING WINDOW DETAILS .................................................................19 REQUEST FOR DETAILS.......................................................................................................19 DEVELOPMENT OF ICF WINDOW AND WALL DETAILS .........................................20 WINDOW DETAILS..............................................................................................................20 Design Philosophy..........................................................................................................20 Six Details ......................................................................................................................22 CONSTRUCTION DETAILS (ISOMETRIC)...............................................................................23 Recessed Window with Stucco ......................................................................................23 Flush-mount Window with Vinyl Siding.......................................................................23 WHOLE WALL DETAILS......................................................................................................24 Design Philosophy..........................................................................................................24
Recommended publications
  • Buildblock Building Systems LLC Installation Manual
    INSTALLATION MANUAL REVISED 7-2013 BUILDBLOCK BUILDING SYSTEMS, LLC | 9705 N. BROADWAY EXTENSION, SUITE 200, OKLAHOMA CITY, OK 73114 OFFICE: 405-840-3386 | TOLL FREE: 866-222-2575 | FAX: 831-597-0792 BUILDBLOCK.COM BUILDBLOCK BUILDING SYSTEMS, LLC INSTALLATION MANUAL This version of the installation manual was published on January 19, 2011. Changes to this document, however, may occur without notice and users should contact BuildBlock Building Systems LLC, for the most current printed or downloadable version at www.buildblock.com. It is the purchaser’s and/or contractor’s responsibility to always use the most current and up-to-date version of the installation manual when installing BuildBlock forms and/or products. This manual was designed to be used as a reference guide only. This manual is not intended to be used as a replacement or substitute for the actual training by an experienced and properly trained BuildBlock building professional. Before starting any project BuildBlock recommends that you receive proper training. BuildBlock also recommends that you consult with design professionals familiar with the type and scope of project to be built. Training is available by contacting BuildBlock Building Systems LLC at www.buildblock.com or 866-222-2575. BuildBlock Building Systems, LLC, believes the information contained herein to be accurate at the time of writing and preparation. The information has been compiled using sources believed to be reliable. Neither BuildBlock Building Systems, LLC, nor its employees or representatives make any representation or warranty, either expressed or implied, whether arising by statute, operation of law, custom of trade or otherwise, with respect to the accuracy or completeness of information contained in this document or its fitness for any particular purpose, nor do they assume any liability for damages or injury resulting from the application of such information.
    [Show full text]
  • Field Energy Performance of an Insulating Concrete Form (ICF) Wall
    Research Report No. IRC-RR 326 Field Energy Performance of an Insulating Concrete Form (ICF) Wall W. Maref, M. M. Armstrong, H. Saber, M. Rousseau, G. Ganapathy, M. Nicholls and M.C. Swinton March 2012 Acknowledgements The authors wish to thank Mr. Silvio Plescia at the Canada Mortgage and Housing Corporation (CMHC) and Mr. Anil Parekh at Natural Resources Canada (NRCan) for contributing funding for this project and NRC for providing the funding to enable researchers to build, operate and maintain a state-of-the-art Field Exposure of Walls facility. Our thanks are also extended to Ross Monsour at Ready Mix Concrete Association of Ontario (RMCAO) for his contribution in providing the test specimens. Disclaimer This Project was partially funded by Canada Mortgage and Housing Corporation (CMHC) under Part IX of the National Housing Act, however the analysis, Interpretations and recommendations expressed in this report are those exclusively offered by the National Research Council Canada, Institute for Research in Construction. CMHC assumes no liability for any damage, injury, expense or loss that may result from the use of this report, particularly, the extrapolation of the results to specific situations or buildings. ii Executive Summary The National Research Council of Canada‘s Institute for Research in Construction (NRC-IRC) in collaboration with Canada Mortgage and Housing Corporation (CMHC) and Natural Resources Canada (NRCan) evaluated the dynamic heat transmission characteristics through two identical Insulating Concrete Form (ICF) wall assemblies. The ICF specimens were provided by an industry partner – the Ready Mixed Concrete Association of Ontario (RCMAO). The walls were exposed to naturally occurring climate at the in the NRC-IRC Field Exposure of Walls (FEWF) test facility in Ottawa, Canada from 13-Oct-09 to 16-Sep-10.
    [Show full text]
  • SECTION 03 11 19 PERMANENT FORMS—Insulating Concrete Forms Rev 7.20.17
    SECTION 03 11 19 PERMANENT FORMS—Insulating Concrete Forms Rev 7.20.17 PART 1 GENERAL 1.01 SUMMARY A. Supply and installation of permanent insulating concrete forms as formwork, placement of steel reinforcement and placement of concrete into formwork. B. Comply with the requirements of Division 1 – General Requirements 1.02 RELATED SELECTIONS A. Drawings and general provisions to the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Section 03 05 00 - Common Work Results for Concrete C. Section 03 20 00 - Concrete Reinforcing D. Section 03 21 00 - Steel Reinforcement E. Section 03 30 00 - Cast-In-Place Concrete F. Section 03 40 00 - Pre-cast Concrete G. Section 04 00 00 - Masonry H. Section 05 16 00 - Metal Framing Systems I. Section 06 00 00 - Wood, Plastics and Composites J. Section 07 11 00 - Damp proofing K. Section 07 13 00 - Sheet Waterproofing L. Section 07 14 00 - Fluid-Applied Waterproofing M. Section 07 24 00 - Exterior Insulation Finishing Systems N. Section 07 46 00 - Siding O. Section 07 60 00 - Flashing and Sheet Metal P. Section 08 00 00 - Openings Q. Section 09 20 00 - Plaster and Gypsum Board R. Section 09 22 00 - Plaster S. Section 09 70 00 - Wall Finishes 1.03 REFERENCES A. American Society for Testing and Materials (ASTM) 1. ASTM C 578 -- Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation (ASTM C203, ASTM C303, ASTM C518, ASTM C272, ASTM D1621, ASTM D2126, ASTM D2863, ASTM E84, ASTM E96) 2. ASTM C 236 -- Steady State Thermal Performance of Building Assemblies 3.
    [Show full text]
  • Sustainability of Residential Concrete
    Research Series Report No. 112 The Pennsylvania Housing Research Center Sustainability of Residential Concrete Report prepared by: Pragati Singh Dr Andrew Scanlon December 2013 Pennsylvania Housing Research Center Penn State University 219 Sackett Building University Park, PA 16802 Telephone: (814) 865-2341 Facsimile: (814) 863-7304 E-mail: [email protected] Web Site: www.phrc.psu.edu Penn State is an equal opportunity, affirmative action employer, and is committed to providing employment opportunities to minorities, women, veterans, individuals with disabilities, and other protected groups. Nondiscrimination: http://guru.psu.edu/policies/AD85.html The Pennsylvania Housing Research Center (PHRC) exists to be of service to the housing community, especially in Pennsylvania. The PHRC conducts technical projects—research, development, demonstration, and technology transfer—with the support of numerous agencies, associations, companies and individuals. Neither the PHRC, nor any of its supporters, makes any warranty, expressed or implied, as to the accuracy or validity of the information contained in this report. Similarly, neither the PHRC, nor its supports, assumes any liability for the use of the information and procedures provided in this report. Opinions, when expressed, are those of the authors and do not necessarily reflect the views of either the PHRC or any one of its supports. It would be appreciated, however, if any errors, of fact or interpretation or otherwise, could be promptly brought to our attention. PHRC | 219 Sackett Building | University Park, PA 16802 i Sustainability of Residential Concrete Summary: Concrete is an established construction material known for its strength, durability and versatility. Its application in buildings consists of construction of foundations, structural frames, interior & exterior walls and slabs.
    [Show full text]
  • Barriers to Greater Penetration of Energy Efficient Wall Assemblies in the United States Housing Market
    Rutgers Center for Green Building Rutgers, The State University of New Jersey Edward J. Bloustein School of Planning and Public Policy 33 Livingston Avenue New Brunswick, NJ 08901 Phone: 848-932-2904 Fax: 732-932-0934 Web: greenbuilding.rutgers.edu Barriers to Greater Penetration of Energy Efficient Wall Assemblies in the United States Housing Market TABLE OF CONTENTS EXECUTIVE SUMMARY .......................................................................................................................... 3 INTRODUCTION: CHARACTERIZATION OF RESIDENTIAL WALL ASSEMBLIES AND MARKET POSITIONS ................................................................................................................................ 6 Wood Frame Construction ........................................................................................................................ 6 Pre-cast Concrete Panels .......................................................................................................................... 6 Insulated Concrete Forms (ICFs) ............................................................................................................. 7 Structural Insulated Panels (SIPs) ............................................................................................................ 8 Autoclaved Aerated Concrete (AAC ........................................................................................................ 8 MARKET SHARE OF RESIDENTIAL WALL ASSEMBLIES ..............................................................
    [Show full text]
  • Selecting Energy Conserving Housing Materials
    36 Building Sustainable Housing on the U.S.­Mexico Border Hemalata C. Dandekar CHAPTER FIVE Selecting Energy Conserving Housing Materials Selecting the right materials during the design of a house is key to enhancing its energy efficiency. Appropriate decisions regarding choice of mate­ rials, if made during the design, layout, and detailing of the home, can lower the energy costs of attaining desired comfort levels. When outside air temperature is higher than the desired indoor temperature, heat gain through the envelope of the structure occurs. In this situation, mass in the envelope structure absorbs heat during the hottest part of the day and releases it to the internal spaces when temperatures cool thus operating as a moderator of the outdoor climate. A comprehension of heat flow in various materials is essen­ tial in making a proper selection. The most common reference to heat flow is "R­value," or resistance to heat flow. The higher the R­value of a material, the more resistance the material offers to heat flow, either heat gain or heat loss. Heat capacity is another property of materials which can affect a material’s energy performance in certain situations. Heat capacity is a measure of how much heat a material can store. The property is most significant with heavy, high­thermal­mass materials. As typically used in computer modeling of energy performance, heat capacity is determined per unit area of wall. For each layer of material in a wall system, the heat capacity is found by multiplying the density of that material, by its thickness, by its specific heat (specific heat is the amount of heat a material can hold per unit of mass).
    [Show full text]
  • Insulating Concrete Forms for Residential Construction
    INSULATING CONCRETE FORMS FOR RESIDENTIAL CONSTRUCTION: DEMONSTRATION HOMES Prepared for: US Department of Housing and Urban Development Office of Policy Development and Research Washington, DC and The Portland Cement Association Skokie, Illinois Prepared by: NAHB Research Center, Inc. Upper Marlboro, Maryland May, 1997 NOTICE The U.S. Government does not endorse products or manufacturers. Trade or manufacturers names appear herein solely because they are considered essential to the subject of this report. The contents of this report are the views of the contractors and do not necessarily reflect the views or policies of the US Department of Housing and Urban Development or the U.S. Government. Foreword Recent material advances, technical developments, supply concerns, and economic uncertainty have prompted homebuilders to examine innovative framing materials and methods. Although such systems have existed for some time, builders often are hesitant to explore approaches that differ from their conventional practice. In many instances, their reluctance can be attributed to a lack of information about other systems. In response to heightened interest, the U.S. Department of Housing and Urban Development (HUD) commissioned a review of structural materials available for homebuilding. The results, Alternatives to Lumber and Plywood in Home Construction, were published in 1993 and included the identification of several promising materials. Publications released in 1994 and 1995-- Alternative Framing Materials in Residential Construction: Three Case Studies, and Steel Framed Residential Construction: Demonstration Homes--provided insight into the installed cost of several of these systems. HUD is continuing to research alternative structural materials. This report, Insulated Concrete Forms for Residential Construction: Demonstration Homes, provides builders with practical information based on actual experiences with these materials.
    [Show full text]
  • Prescriptive Method for Insulating Concrete Forms in Residential
    U.S. Department of Housing and Urban Development Office of Policy Development and Research PRESCRIPTIVE METHOD FOR INSULATING CONCRETE FORMS IN RESIDENTIAL CONSTRUCTION Second Edition PATH (Partnership for Advancing Technology in Housing) is a new private/public effort to develop, demonstrate, and gain widespread market acceptance for the “Next Generation” of American housing. Through the use of new or innovative technologies, the goal of PATH is to improve the quality, durability, environmental efficiency, and affordability of tomorrow’s homes. PATH is managed and supported by the U.S. Department of Housing and Urban Development (HUD). In addition, all federal agencies that engage in housing research and technology development are PATH Partners, including the Departments of Energy, Commerce, and Agriculture as well as the Environmental Protection Agency (EPA) and the Federal Emergency Management Agency (FEMA). State and local governments and other participants from the public sector are also partners in PATH. Product manufacturers, home builders, insurance companies, and lenders represent private industry in the PATH Partnership. To learn more about PATH, please contact 451 7th Street, SW Suite B 133 Washington, DC 20410 202-708-5873 (fax) 202-708-4277 (phone) e-mail: [email protected] website: www.pathnet.org Visit PD&R's website www.huduser.org to find this report and others sponsored by HUD's Office of Policy Development and Research (PD&R). Other services of HUD USER, PD&R's Research Information Service, include listservs; special interest, bimonthly publications (best practices, significant studies from other sources); access to public use databases; and a hotline 1-800-245-2691 for help accessing the information you need.
    [Show full text]
  • Insulated Concrete Forms (ICF) Walls Analysis and Design
    Insulated Concrete Forms (ICF) Walls Analysis and Design Insulated Concrete Forms (ICF) Walls Analysis and Design Insulating concrete form or insulated concrete form (ICF) is a system of formwork for reinforced concrete usually made with a rigid thermal insulation that stays in place as a permanent interior and exterior substrate for walls, floors, and roofs. The forms are interlocking modular units that are dry-stacked (without mortar) and filled with concrete. The units lock together somewhat like Lego bricks and create a form for the structural walls or floors of a building. ICF construction has become commonplace for both low rise commercial and high performance residential construction as more stringent energy efficiency and natural disaster resistant building codes are adopted. ICFs may be used with frost protected shallow foundations (FPSF). This case study focuses on the design of ICF walls using the engineering software program spWall. The ICF wall under study is a wall in a typical four-story apartment building. The building consists of 92 apartments, 60 one-bedroom apartment and 32 two-bedroom apartments. The concrete floor assembly carried by the wall consists of 2” concrete topping and 8” prestressed hollow core concrete slab. The following figure and design data section and will serve as input for detailed design. Figure 1 – ICF Wall Elevation Code Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14) Reference spWall Engineering Software Program Manual v5.01, StucturePoint LLC., 2016 Design Data Wall Material Properties fc’ = 4,000 psi fy = 60,000 psi Wall Dimensions Width = 25 ft Height = 45 ft Opening Size = 8 ft x 7 ft Thickness = 6 in.
    [Show full text]
  • Mass HVAC Sizing Final Report
    HVAC Sizing Methodology for Insulated Concrete Homes U. S. Department of Housing and Urban Development Office of Policy Development and Research Visit PD&R’s Web site www.huduser.org to find this report and others sponsored by HUD’s Office of Policy Development and Research (PD&R) Other services of HUD USER, PD&R’s Research and Information Service, include listservs; special interest, bimonthly publications (best practices, significant studies from other sources); access to public use databases; hotline 1-800-245-2691 for help accessing information you need. HVAC Sizing Methodology for Insulated Concrete Homes Prepared for: U.S. Department of Housing and Urban Development Office of Policy Development and Research Prepared by: John Gajda, Medgar Marceau, and Martha VanGeem Construction Technology Laboratories, Inc. Skokie, Illinois February 2004 HVAC Sizing Methodology for Insulated Concrete Homes Acknowledgments. Project co-sponsors were the Portland Cement Association (PCA), the Insulating Concrete Form Association (ICFA), the Concrete Foundation Association (CFA), and the National Concrete Masonry Association (NCMA). The authors wish to thank Mr. Dave Shepherd of the Portland Cement Association for his support, and the reviewers for their helpful comments: James Baty Tilt-Up Concrete Association Maribeth Bradfield consultant to the National Concrete Masonry Assoc. John Broniek IBACOS, Inc. Kelvin Doerr Reward Wall Systems, Inc. Dianne Griffiths Steven Winter Associates, Inc. John Hogan City of Seattle David Jarmul American Polysteel, LLC Tom Kenney NAHB Research Center Scott Makintubee Guaranteed Watt Saver Systems, Inc. Mark Ross Architectural / Residential Tech, Inc. Pieter Vanderwerf Buildingworks, Inc. Bruce Wilcox Berkeley Solar Group Bob Wright R. W. Wright Design Disclaimer.
    [Show full text]
  • Manual for Expanded Polystyrene (EPS) Core Panel System and Its Field Application
    Manual for Expanded Polystyrene (EPS) Core Panel System and its field Application Sponsored By Ministry of Housing and Urban Poverty Alleviation, Government of India CSIR – Central Building Research Institute Roorkee June 2017 DISCLAIMER The responsibility of the Central Building Research Institute Roorkee is limited only to the technical advice to the sponsor i.e Ministry of Housing and Urban Poverty Alleviation, Government of India. All procedural, legal, commercial and operational matters will be the responsibility of the sponsor only. The Central Building Research Institute Roorkee is no way responsible for any of these. CSIR-CBRI Report No.: S.E(G)/ 0605 1 INDEX EXPANDED POLYSTYRENE (EPS) CORE PANEL SYSTEM Page Sl. No Topics No. 1. Introduction to EPS Core Panel System 1 2. Design Philosophy and Methodology 4 Fabrication, Construction Sequence, Training Module and 3. 42 Manpower Requirement 4. Plant and Machinery Requirement 49 5. Quality Control, Relevant Tests and General Maintenance 58 Cost Analysis and Detailed Estimate for a typical building of G+ 3 6. 80 storey. List of Architects, Designers, Structural Engineers and Executing 7. 137 Agencies 8 Case Study 142 9. Conclusions & Recommendations 148 CSIR-CBRI Report No.: S.E(G)/ 0605 2 CHAPTER -1 INTRODUCTION TO EPS CORE PANEL SYSTEM 1. Introduction Expanded Polystyrene (EPS) core Panel system is a modern, efficient, safe and economic construction system for the construction of buildings. These panels can be used both as load bearing as well as non-load bearing elements. EPS core panel is a 3D panel consisting of 3-dimensional welded wire space frame provided with the polystyrene insulation core.
    [Show full text]
  • Prescriptive Method for Insulating Concrete Forms in Residential Construction Prescriptive Method for Insulating Concrete Forms in Residential Construction
    U.S. Department of Housing and Urban Development Office of Policy Development and Research Prescriptive Method for Insulating Concrete Forms in Residential Construction Prescriptive Method for Insulating Concrete Forms in Residential Construction Prepared for U.S. Department of Housing and Urban Development Office of Policy Development and Research Washington, DC and Portland Cement Association Skokie, IL and National Association of Home Builders Washington, DC Prepared by NAHB Research Center, Inc. Upper Marlboro, MD Contract H-21065CA May 1998 DISCLAIMER While the material presented in this document has been prepared in accordance with recognized engineering principles and sound judgment, the document should not be used without first securing competent advice regarding its suitability for any given application. The use of this document is subject to approval by the local code authority. Although the information in the document is believed to be accurate, neither the authors, nor reviewers, nor the U.S. Department of Housing and Urban Development of the U.S. Government, nor the Portland Cement Association, nor the National Association of Home Builders, nor the NAHB Research Center, nor any of their employees or representatives makes any warranty, guarantee, or representation, expressed or implied, with respect to the accuracy, effectiveness, or usefulness of any information, method, or material in this document, nor assumes any liability for the use of any information, methods, or materials disclosed herein, or for damages arising from such use. NOTICE The contents of this report are the views of the contractor and do not necessarily reflect the views or policies of the U.S. Department of Housing and Urban Development or the U.S.
    [Show full text]