REG UFGS-06 82 14-2012 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS.pdf

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1、*USACE / NAVFAC / AFCESA / NASA UFGS-06 82 14 (May 2012)-Preparing Activity: NASA SupersedingUFGS-06 82 14 (February 2012)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION TABLE OF CONTENTSDIVISION 06 - WOOD, PLASTICS, AND COMPOSITESSECTION 06 82 1

2、4FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS05/12PART 1 GENERAL1.1 SUMMARY1.2 REFERENCES1.3 PERFORMANCE REQUIREMENTS1.3.1 Structural Performance1.3.1.1 Installation Drawings1.3.1.2 Product Data1.3.1.3 Manufacturers Instructions1.4 SUBMITTALS1.5 QUALITY ASSURANCE1.5.1 Qualifications of

3、 Manufacturer1.5.2 Qualifications of Engineer of Record1.6 PRODUCT DELIVERY AND STORAGEPART 2 PRODUCTS2.1 MANUFACTURER2.2 PRODUCT REQUIREMENTS2.3 MISCELLANEOUS MATERIALS2.3.1 Fasteners2.3.2 Anchors2.3.3 Grout And Anchoring Cement2.3.4 Component Connections2.3.4.1 Lag Screws and Bolts2.3.4.2 Toggle B

4、olts2.3.4.3 Bolts, Nuts, Studs and Rivets2.3.4.4 Powder Driven Fasteners2.3.4.5 Screws2.3.4.6 Washers2.4 SHOP FABRICATIONPART 3 EXECUTION3.1 GENERAL INSTALLATION REQUIREMENTS3.2 WORKMANSHIPSECTION 06 82 14 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license fro

5、m IHS-,-,-3.2.1 Performance Requirements3.3 INSTALLATION3.4 ANCHORAGE, FASTENINGS, AND CONNECTIONS3.5 WARRANTY- End of Section Table of Contents -SECTION 06 82 14 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA U

6、FGS-06 82 14 (May 2012)-Preparing Activity: NASA SupersedingUFGS-06 82 14 (February 2012)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2012*SECTION 06 82 14FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS05/12*NOTE: This guide specification covers

7、 the requirements for fiberglass reinforced plastic (FRP)pipe and tube railings, customarily manufactured to meet specific requirements in building construction and fabricated FRP items, which are not a part of the structural FRP components or framework.Adhere to UFC 1-300-02 Unified Facilities Guid

8、e 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) or insert appropriate

9、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).*NOTE: Units of work normally incl

10、uded in this section should be FRP items which require specific fabrication to meet the desired project requirements.*NOTE: Include in drawings a complete design indicating the character of the work to be performed and showing the following:a. Location and details of each fabricated FRP pipe and tub

11、e railings components showing all dimensions, shapes, and sizes of members, connections, and the relation of items to other building components.SECTION 06 82 14 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-b. All sizes and dimensions.c. Spec

12、ial fastenings, attachments or anchoring, including anchorage devices embedded in other construction, including but not limited to, precast concrete wall panels, precast concrete structural members, precast concrete roof decking, brick and block masonry, and precast stone work; anchorage devices to

13、structural steel framework, including, but not limited to, steel bar grating, steel floor plates, and structural steel roof or floor decking.d. Location and special details of expansion joint covers.e. Connection details, other than manufacturers standard for pipe and tube railings.f. Locate and det

14、ail removable sections of handrails.*PART 1 GENERAL1.1 SUMMARYThis Section includes, but is not limited to, new fiberglass reinforced plastic (FRP) pipe and tube railing/guards, mounting systems and accessories.1.2 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of

15、 the guide specification. The publications are referred to in the text by basic designation only and listed 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

16、place the reference in the Reference Article. Also use the Reference Wizards Check Reference feature to update 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 pro

17、cess.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.SECTION 06 82 14 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AMER

18、ICAN SOCIETY OF CIVIL ENGINEERS (ASCE)ASCE 7-10 (2010; Change 2010; Change 2011; Errata 2011; Change 2011) Minimum Design Loads for Buildings and Other StructuresAMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)ASSE/SAFE A10.3 (2006) Operations - Safety Requirements for Powder Actuated Fastening Syst

19、emsASME INTERNATIONAL (ASME)ASME B18.2.1 (2010) Square and Hex Bolts and Screws (Inch Series)ASME B18.2.2 (2010) Standard for Square and Hex NutsASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)ASME B18.21.2M (1999; R 2005) Lock Washers (Metric Series)ASM

20、E B18.6.2 (1998; R 2010) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch SeriesASME B18.6.3 (2010) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)ASTM INTERNATIONAL (ASTM)ASTM A307 (2010) Standard Specification for Carbon Steel Bolts and

21、Studs, 60 000 PSI Tensile StrengthASTM C1107/C1107M (2011) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)ASTM D1148 (2007a) Standard Test Method for Rubber DeteriorationDiscoloration from Ultraviolet (UV) and Heat Exposure of Light-Colored SurfacesASTM D2344/D2344M (2000

22、; R 2006) Standard Test Method for Short-Beam Strength of Polymer Matrix Composite Materials and Their LaminatesASTM D430 (2006e1) Standard Test Methods for Rubber Deterioration - Dynamic FatigueASTM D638 (2010) Standard Test Method for Tensile Properties of PlasticsASTM D696 (2008) Standard Test Me

23、thod for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica DilatometerSECTION 06 82 14 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM D790 (2010) Flexural Properties of Unrei

24、nforced and Reinforced Plastics and Electrical Insulating MaterialsASTM E488 (1996; R 2003) Standard Test Methods for Strength of Anchors in Concrete and Masonry ElementsASTM E84 (2012) Standard Test Method for Surface Burning Characteristics of Building MaterialsINTERNATIONAL CODE COUNCIL (ICC)ICC

25、IBC (2009; Errata First Printing) International Building CodeNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 101 (2012; Amendment 1 2012) Life Safety CodeU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910.23 Guarding Floor and Wall Openings and Holes29 CFR 1926 Safety and Health Reg

26、ulations for Construction29 CFR 1926.502 Fall Protection Systems Criteria and Practices1.3 PERFORMANCE REQUIREMENTS1.3.1 Structural PerformanceProvide a pipe and tube railing system capable of withstanding the effects of gravity loads in accordance with ASCE 7-10 and International Building Code, ICC

27、 IBC the state of _ Building Code with the following loads and stresses within limits and under conditions indicated:a. Handrails:(1) Uniform load of 6.91 Kgf/m 50 lbf/ft. applied in any direction.(2) Concentrated load of 90.72 Kgf 200 lbf applied in any direction.(3) Uniform and concentrated loads

28、need not be assumed to act concurrently.b. Top Rails of Guards:(1) Uniform load of 6.91 Kgf/m 50 lbf/ft. applied in any direction.(2) Concentrated load of 90.72 Kgf 200 lbf applied in any direction.(3) Uniform and concentrated loads need not be assumed to act concurrently.SECTION 06 82 14 Page 6Prov

29、ided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-c. Infill of Guards:(1) Concentrated load of 6.91 Kgf/m 50 lbf applied horizontally on an area of 929 square centimeter 1 sq. ft.(2) Uniform load of 1.2 kilopascal 25 lbf/sq.ft. applied horizontally.(3) Inf

30、ill load and other loads need not be assumed to act concurrently.1.3.1.1 Installation DrawingsSubmit templates, erection and installation drawings indicating thickness, type, and dimensions. Show construction details, reinforcement, anchorage, and installation with relation to the building construct

31、ion.Include plans, elevations, sections, details, and attachments to other work. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation.1.3.1.2 Product DataSubmit manufa

32、cturers catalog data including two copies of manufacturers specifications, load tables, dimension diagrams, and anchor details for the following items:a. FRP Pipe and Tubeb. Railings/Guardsc. Anchorage Materialsd. Adhesivese. Resinsf. Hardeners1.3.1.3 Manufacturers InstructionsSubmit manufacturers i

33、nstructions for shipping, handling, erection procedures, and care and maintenance upon completion of installation.1.4 SUBMITTALS*NOTE: Review Submittal Description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the pr

34、oject.The Guide Specification technical editors have designated those items that require Government approval, due to their complexity or criticality, 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

35、 sufficiently important or complex in context of SECTION 06 82 14 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the project.For submittals requiring Government approval on Army projects, a code of up to three characters within the submittal t

36、ags may be used following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineering Division or other organization in the District Office); “AO“ for Area Office;

37、“RO“ for Resident Office; and “PO“ for Project Office. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects.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 f

38、or submittals with a “G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval.for information only. When used, a designation following the “G“ designation identifies the office that will review the submittal for the Government. Submit the following in acco

39、rdance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-01 Preconstruction SubmittalsQualifications of Manufacturer; G; G, _Qualifications of Engineer of Record; G; G, _Manufacturers Sample Warranty; G; G, _SD-02 Shop DrawingsInstallation Drawings; G; G, _SD-03 Product DataFRP Pipe and Tube; G; G, _Rai

40、lings/Guards; G; G, _Anchorage Materials; G; G, _Adhesives; G; G, _Resins; G; G, _Hardeners; G; G, _SD-06 Test ReportsUltraviolet Test Reports; G; G, _Thermal Expansion Test Reports; G; G, _SECTION 06 82 14 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license fr

41、om IHS-,-,-Flame Spread Test Reports; G; G, _SD-07 CertificatesManufacturers Certification by the State of _ Product Approval; G; G, _Proof of Certification from a minimum of two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR); G; G, _SD-08 Manufacturers Instruct

42、ionsManufacturers Instructions; G; G, _SD-09 Manufacturers Field ReportsManufacturers Certification of Installation; G; G, _SD-11 Closeout SubmittalsManufacturers Warranty; G; G, _1.5 QUALITY ASSURANCE1.5.1 Qualifications of ManufacturerSubmit Qualifications of Manufacturer documentation certifying

43、that the Fiberglass Reinforced Plastic (FRP) manufacturer has a minimum of 10_ years experience in manufacturing FRP products. Submit documentation proving of a minimum of at least 5 previous, separate, similar installations within the last 5 10 _ years.Submit Proof of Certification from a minimum o

44、f two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR).Submit Manufacturers Certification by the state of _ Product Approval. Provide Manufacturers sample warranty for all FRP products against defects in material and workmanship for a minimum of 5 _ years. Provide evidence of manufacturers ISO 9001-2000 standard certification.1.5.2 Qualifications of Engineer of Record Submit Qualifications of Engineer of R