1、*USACE / NAVFAC / AFCESA / NASA UFGS-03 11 19.00 10 (February 2012)-Preparing Activity: USACE NewUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2012*SECTION TABLE OF CONTENTSDIVISION 03 - CONCRETESECTION 03 11 19.00 10INSULATING CONCRETE FORMING02/12PART 1
2、 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 QUALITY ASSURANCE1.3.1 ICF Manufacturer Qualification1.3.2 Installer Qualification1.3.3 Pre-Installation Meetings1.3.4 Mock-Ups1.4 DELIVERY, STORAGE, AND HANDLING1.5 FIELD/SITE CONDITIONS1.6 SUSTAINABLE DESIGN REQUIREMENTS1.6.1 Local/Regional Materials1.6.2 En
3、vironmental Data1.6.3 Plastic IdentificationPART 2 PRODUCTS2.1 SYSTEM DESCRIPTION2.1.1 Design Requirements2.1.2 Performance Requirements2.2 MANUFACTURED UNITS2.2.1 Description2.2.2 Performance/Design Criteria2.3 MATERIALS2.3.1 Expanded Polystyrene (EPS)2.3.2 Cross Ties and Fastening Strips2.4 ACCESS
4、ORIES2.4.1 Bracing, Scaffolding, and Wall Alignment2.4.2 Door and Window Bucks2.4.3 Waterproofing2.4.4 FastenersPART 3 EXECUTION3.1 EXAMINATION3.2 PREPARATIONSECTION 03 11 19.00 10 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.3 INSTALLATIO
5、N3.4 CONCRETE PLACEMENT3.5 FIELD QUALITY CONTROL3.6 CLEANING3.7 PROTECTION- End of Section Table of Contents -SECTION 03 11 19.00 10 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-03 11 19.00 10 (February 2
6、012)-Preparing Activity: USACE NewUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2012*SECTION 03 11 19.00 10INSULATING CONCRETE FORMING02/12*NOTE: This guide specification covers the requirements for Insulating Concrete Forming (ICF).Adhere to UFC 1-300-02
7、 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s
8、) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GE
9、NERAL*NOTE: This guide specification will normally be used in conjunction with the following Sections as applicable to the project:Section 03 15 00.00 10 CONCRETE ACCESSORIESSection 03 20 00.00 10 CONCRETE REINFORCINGSection 03 30 00.00 10 CAST-IN-PLACE CONCRETESection 03 30 00 CAST-IN-PLACE CONCRET
10、E ICFs are used as stay-in-place forms for structural concrete, load-bearing and nonload-bearing walls, below grade and above grade walls. The forms remain in place after placement and curing of concrete and must be protected by approved interior and exterior finish materials.*SECTION 03 11 19.00 10
11、 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and liste
12、d in this paragraph by organization, designation, date, and title.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to up
13、date the issue dates.References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The public
14、ations are referred to within the text by the basic designation only.AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)ACI 117 (2010) Specifications for Tolerances for Concrete Construction and Materials and CommentaryACI 301 (2010) Specifications for Structural ConcreteACI 305R (2010) Specification fo
15、r Hot Weather ConcretingACI 306R (2010) Cold Weather ConcretingACI 318 (2011; Errata 2011) Building Code Requirements for Structural Concrete and CommentaryACI 347 (2004; Errata 2008) Guide to Formwork for ConcreteASTM INTERNATIONAL (ASTM)ASTM C177 (2010) Standard Test Method for Steady-State Heat F
16、lux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate ApparatusASTM C203 (2005a) Breaking Load and Flexural Properties of Block-Type Thermal InsulationASTM C518 (2010) Steady-State Thermal Transmission SECTION 03 11 19.00 10 Page 4Provided by IHSNot for ResaleNo repr
17、oduction or networking permitted without license from IHS-,-,-Properties by Means of the Heat Flow Meter ApparatusASTM C578 (2011a) Standard Specification for Rigid, Cellular Polystyrene Thermal InsulationASTM D1621 (2010) Compressive Properties of Rigid Cellular PlasticsASTM D1622 (2008) Apparent D
18、ensity of Rigid Cellular PlasticsASTM D1761 (2006) Standard Test Methods for Mechanical Fasteners in WoodASTM D1972 (1997; R 2005) Standard Practice for Generic Marking of Plastic ProductsASTM E119 (2011a) Standard Test Methods for Fire Tests of Building Construction and MaterialsASTM E2129 (2010) S
19、tandard Practice for Data Collection for Sustainability Assessment of Building ProductsASTM E2634 (2011) Standard Specification for Flat Wall Insulating Concrete Form (ICF) SystemsASTM E84 (2011b) Standard Test Method for Surface Burning Characteristics of Building MaterialsASTM E90 (2009) Standard
20、Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and ElementsU.S. GREEN BUILDING COUNCIL (USGBC)LEED (2002; R 2005) Leadership in Energy and Environmental Design(tm) Green Building Rating System for New Construction (LEED-NC)1.2 SUBMITTALS*NOTE: Revie
21、w submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project.The Guide Specification technical editors have designated those items that require Government approval, due to their complexity or cri
22、ticality, with a “G.“ Generally, other submittal items can be reviewed by the Contractors Quality Control System. Only add a “G” to an item, if the submittal is sufficiently important or complex in context of SECTION 03 11 19.00 10 Page 5Provided by IHSNot for ResaleNo reproduction or networking per
23、mitted without license from IHS-,-,-the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal tags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Manageme
24、nt System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office; “RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA pr
25、ojects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choose the second bracketed item for Army projects.*Government approval is required for submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval. information
26、 only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-03 Product DataInsulating Concrete Form; G; G, _Submit data including dimensions of
27、individual ICF block for each form type and details of EPS panels and cross ties. Local/Regional Materials; LEED Environmental DataAccessoriesSD-04 SamplesMock-Up Installation of ICF; G; G, _SD-06 Test ReportsICC ES Evaluation ReportSD-07 CertificatesMaterials3rd Party Agency CertificationSD-08 Manu
28、facturers InstructionsInstallationSD-10 Operation and Maintenance DataPlastic IdentificationSECTION 03 11 19.00 10 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.3 QUALITY ASSURANCE1.3.1 ICF Manufacturer QualificationManufacturer who has bee
29、n successfully producing ICF products for a period of not less than 5 years and who has experience similar to this project in size, scope and complexity. Manufacturer shall have an ICC-ES Evaluation Report or certification showing conformance to ASTM E2634 as evidence that the Insulating Concrete Fo
30、rming (ICF) units are code-compliant.1.3.2 Installer Qualification Installer shall be trained by the ICF manufacturer or an ICF Technical Advisor to ensure product is installed in accordance with the manufacturers published installation instructions. Installer must have experience in ICF systems and
31、 successfully completed at least 3 _ projects that are similar to this project in size, scope and complexity.1.3.3 Pre-Installation Meetings*NOTE: When the construction consist largely of Insulating Concrete Forming, it is suggested that a pre-installation meeting be required. Otherwise, if the cons
32、truction is primarily another building material the pre-installation meeting may be omitted.*Prior to commencement of ICF installation and associated work, conduct a meeting at project site with the Contracting Officer, ICF manufacturers representative, and trades responsible for installing forms, c
33、oncrete, and reinforcement.1.3.4 Mock-Ups*NOTE: Complexity of work and scope of quality control should be carefully evaluated before requiring Contractor to construct a mock-up. Delete paragraph if mock-up is not required.*Complete Mock-Up Installation of ICF with full-size erected assemblies with d
34、etails including at least one window. Provide mock-up to establish that proposed materials and construction techniques provide acceptable visual effect. Materials used for mock-up shall be those proposed for actual construction and meet the following requirements:a. Locate mock-up installation in th
35、e location as directed by the Contracting Officer.b. Demonstrate the required concrete thickness, insulation and workmanship.c. Demonstrate window openings with sill, head and jambs.d. Do not proceed with the remaining work until mock-up is approved by the Contracting Officer.e. When directed, demol
36、ish and remove the mock-up from the site.SECTION 03 11 19.00 10 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.4 DELIVERY, STORAGE, AND HANDLINGDeliver products in original factory packaging, bearing listing and labeling identification of pr
37、oduct, manufacturer and lot number. Handle and store products in location to prevent physical damage and soiling. Ensure that UV protection is provided for material stored on site beyond 30 days.1.5 FIELD/SITE CONDITIONS Conform to ACI 305R and ACI 306R for hot and cold weather concreting requiremen
38、ts.1.6 SUSTAINABLE DESIGN REQUIREMENTS1.6.1 Local/Regional Materials*NOTE: Using local materials can help minimize transportation impacts, including fossil fuel consumption, air pollution, and labor. Using materials harvested and manufactured within an 800 km (500 mile) radius from the project site
39、contributes to the following LEED credit: MR5. Coordinate with Section 01 33 29 LEED(tm) DOCUMENTATION. Use second option if Contractor is choosing local products in accordance with Section 01 33 29 LEED(tm) DOCUMENTATION. First option shall not be used for USACE projects. Army projects shall includ
40、e second option only if pursuing this LEED credit.Include this submittal only if pursuring LEED credit MR5.*Use materials or products extracted, harvested, or recovered, as well as manufactured, within a 800_ km 500_ mile radius from the project site, if available from a minimum of three sources. Se
41、e Section 01 33 29 LEED(tm) DOCUMENTATION for cumulative total local material requirements. Insulating Concrete Forming materials may be locally available. Submit documentation indicating distance between manufacturing facility and the project site. Indicate distance of raw material origin from the
42、project site. Indicate relative dollar value of local/regional materials to total dollar value of products included in project.1.6.2 Environmental Data*NOTE: ASTM E2129 provides for detailed documentation of the sustainability aspects of products used in the project. This level of detail may be usef
43、ul to the Contractor, Government, building occupants, or the public in assessing the sustainability of these products.*Submit manufacturers descriptive data. Documentation indicating SECTION 03 11 19.00 10 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-percentage of post-industrial and post-consumer recycled content per unit of product. Indicate relative dollar value of recycled content products to total dollar value of products included in pr
