REG UFGS-08 22 20-2009 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES.pdf

1、*USACE / NAVFAC / AFCESA / NASA UFGS-08 22 20 (May 2009)-Preparing Activity: NASA NEWUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2009*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08 22 20FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES05/09P

2、ART 1 GENERAL1.1 REFERENCES1.2 PERFORMANCE REQUIREMENTS1.2.1 Structural1.2.2 Air Infiltration1.2.3 Water Penetration1.2.4 Provisions for Thermal Movement1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.4.1 Delivery1.4.2 Storage1.4.3 Handling1.5 FIELD MEASUREMENTS1.6 WARRANTYPART 2 PRODUCTS2.1 MANU

3、FACTURER2.2 PRODUCT REQUIREMENTS2.2.1 Finish Surfaces2.2.2 Ultraviolet Protection2.2.3 Flame Spread Rating2.2.4 Structural Properties2.3 STANDARD FRP DOORS AND FRAMES2.3.1 General FRP Door and Frame2.3.1.1 FRP Door2.3.1.2 FRP Frame2.3.2 Labeled FRP Door2.3.3 Labeled FRP Frame2.3.4 Frame Anchors2.3.5

4、 Jamb Anchors2.4 HARDWARE PREPARATIONPART 3 EXECUTION3.1 INSTALLATIONSECTION 08 22 20 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.1.1 FRP Frame3.1.2 FRP Door3.1.3 Labeled Door and Frame3.2 PROTECTION3.3 ADJUSTMENT- End of Section Table of

5、 Contents -SECTION 08 22 20 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 22 20 (May 2009)-Preparing Activity: NASA NEWUNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated

6、April 2009*SECTION 08 22 20FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES05/09*NOTE: This guide specification covers fiberglass reinforced plastic (FRP) doors and frames. Some paragraphs may need to be supplemented to meet project requirements.Edit this guide specification for project specific

7、 requirements by adding, deleting, or revising text. For bracketed items, choose applicable items(s) or insert appropriate information.Remove information and requirements not required in respective project, whether or not brackets are present.Comments and suggestions on this guide specification are

8、welcome and should be directed to the technical proponent of the specification. A listing of technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: On the draw

9、ings, show:1. Sizes of door openings, thicknesses of doors and frames, swings, and travels of doors, and design of doors, whether flush panel, full flush, paneled, glazed, or louvered.2. Details of structural or non-structural frame; head, jamb, and removable astragal.2. Details of fire rated or non

10、-fire rated frame; head, jamb, and removable astragal.3. Type and thickness of glazing required; whether or not insulating glass units are required.SECTION 08 22 20 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-4. Method, type, and spacing re

11、quired for anchoring door frames to adjoining construction.5. Lintels and reinforcement required to support walls or partitions above doors.6. Type of shop finish surfaces.7. Free area for louvers in doors.8. Complete door schedule. Schedule should assign a separate number for each opening and shoul

12、d indicate door type and style, material, design, size, thickness, glazed or unglazed, class fire rating for fire doors, hardware set number, threshold material, if any, and material for frames; head, jamb, and astragal.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publicati

13、ons cited in the text of 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 A

14、rticle to automatically 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

15、in the publish print process.*The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)ASCE 7-05 (2006; Errata 2007) Minimum Design Loads for Building

16、s and Other StructuresASTM INTERNATIONAL (ASTM)ASTM D 2344/D 2344M (2000; R 2006) Standard Test Method for Short-Beam Strength of Polymer Matrix Composite Materials and Their LaminatesSECTION 08 22 20 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS

17、-,-,-ASTM D 256 (2006e1) Determining the Izod Pendulum Impact Resistance of PlasticsASTM D 635 (2006) Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal PositionASTM D 638 (2008) Standard Test Method for Tensile Properties of Plasti

18、csASTM D 695 (2008) Standard Test Method for Compressive Properties of Rigid PlasticsASTM D 696 (2008) Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30 degrees C and 30 degrees C With a Vitreous Silica DilatometerASTM D 790 (2007e1) Flexural Properties of Unre

19、inforced and Reinforced Plastics and Electrical Insulating MaterialsASTM E 1300 (2007e1) Determining Load Resistance of Glass in BuildingsASTM E 2074 (2000e1) Standard Test Method for Fire Tests of Door Assemblies, Including Positive Pressure Testing of Side-Hinged and Pivoted Swinging Door Assembli

20、esASTM E 2112 (2007) Standard Practice for Installation of Exterior Windows, Doors and SkylightsASTM E 283 (2004) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the SpecimenASTM E 331 (2000; R 2009) Water Penetration

21、 of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure DifferenceASTM E 84 (2009) Standard Test Method for Surface Burning Characteristics of Building MaterialsASTM F 1642 (2004) Standard Test Method for Glazing and Glazing Systems Subject to Airblast LoadingsASTM F

22、 2248 (2003) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated GlassSECTION 08 22 20 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BUILDERS HARDWARE MANUFACTU

23、RERS ASSOCIATION (BHMA)ANSI/BHMA A156.115 (2006) Hardware Preparation in Steel Doors and Steel FramesINTERNATIONAL CODE COUNCIL (ICC)ICC IBC (2006; Errata 2006; Errata 2007; Supplement 2007; Errata 2007) International Building CodeNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 101 (2008) Life Safet

24、y Code, 2006 EditionNFPA 105 (2006; Errata 2007; Errata 2007) Installation of Smoke Door AssembliesNFPA 241 (2009) Safeguarding Construction,Alteration, and Demolition OperationsNFPA 252 (2007) Standard Methods of Fire Tests of Door AssembliesNFPA 80 (2006; Errata 2008) Standard for Fire Doors and O

25、ther Opening ProtectivesU.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)29 CFR 1910 Occupational Safety and Health Standards29 CFR 1926 Safety and Health Regulations for ConstructionUNDERWRITERS LABORATORIES (UL)UL 10B (2008; Rev thru Apr 2009) Fire Tests of Door AssembliesUL Fire Resistance

26、 (2009) Fire Resistance Directory1.2 PERFORMANCE REQUIREMENTS1.2.1 Structural*NOTE: Include the bracketed statement for static load, frame deformation, minimum glazing frame bite,and frame connection requirements when personnel density is greater than one person per 40 square meters 430 square feet

27、and minimum AT/FP standoff distances are met. This provision is not required for guard type facilities, single and duplex detached family housing. The requirements are specified in UFC 4-010-01 “Department of Defense Minimum Antiterrorism Standards for Buildings“.*SECTION 08 22 20 Page 6Provided by

28、IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Design exterior doors, frames and hardware to resist equivalent static design loads in accordance with ASTM F 1642, with frame deflections not to exceed L/160 of the unsupported member lengths. Use equivalent stati

29、c design loads for connections of the door frame to the surrounding walls or hardware and associated connections, in accordance with ASTM F 2248 and ASTM E 1300. Design supporting elements and their connections based on their ultimate capacities. Provide calculations prepared by a Professional Engin

30、eer that substantiates compliance with these requirements, including insulation materials. Use frames that provide an equivalent level of performance. Provide framing members with shape and thickness sufficient to withstand a design wind load of not less than 1.4 _ kPa 30 _ pounds per square foot of

31、 supported area the design wind load indicated with a deflection of not more than 1/175 times the length of the member and a safety factor of not less than 1.65. Provide glazing beads, moldings, and trim of not less than 1.25 mm 0.050 inch nominal thickness.Design doors and frames to withstand the s

32、pecified design wind load acting normal to the plane of the entrance wall either inward or outward. in accordance with ASCE 7-05 and ICC IBC.1.2.2 Air InfiltrationWhen tested in accordance with ASTM E 283, air infiltration is not to exceed2.63 by 10-5 cms per square meter 0.06 cubic feet per minute

33、per square footof fixed area at a test pressure of 0.30 kPa 6.24 pounds per square foot 80 kilometers 50 mile per hour wind.1.2.3 Water PenetrationWhen tested in accordance with ASTM E 331, no water penetration is allowed, at a pressure of 0.38 kPa 8 pounds per square foot of fixed area.1.2.4 Provis

34、ions for Thermal MovementDesign doors and frames to provide for expansion and contraction of the component parts caused by an ambient temperature range of 0 to 100 degrees F causing buckling, opening of joints, overstressing of fasteners, or other harmful effects.1.3 SUBMITTALS*NOTE: Review submitta

35、l description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list to reflect only the submittals required for the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submittal item indicates that the submittal re

36、quires Government approval. Some submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently important or complex in context of the proje

37、ct.For submittals requiring Government approval on Army projects, a code of up to three characters within SECTION 08 22 20 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-the submittal tags may be used following the “G“ designation to indicate

38、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; “RO“ for Resident Office; and “PO“ for Project Office. Cod

39、es 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 for submittals with a “G“ designation; submittals not havin

40、g 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 accordance with Section 01 33 00 SUBMITTAL PROCEDURES:*NOTE: W

41、hen door hardware components and accessories, weatherstripping, and smoke seals are specified in Section 08 71 00 DOOR HARDWARE delete the bracketed item “Door Hardware Components and Accessories“Weatherstripping“ and “Smoke Seals“.*SD-02 Shop DrawingsDoors; G; G, _Frames; G; G, _Door Hardware Compo

42、nents and Accessories; G; G, _Weather-strippingSmoke SealsInclude fabrication, installation details, schedule and location for doors, frames, hardware components and accessories, showing plans, elevations, sections, details, method of glazing within the door, construction and installation attachment

43、s to other work.*NOTE: When door hardware components and accessories, weatherstripping, and smoke seals are specified in Section 08 71 00 DOOR HARDWARE delete the bracketed item “Door Hardware Components“ “Weatherstripping“ and “Smoke Seals“.*SD-03 Product DataSubmit catalog data, including material

44、 descriptions for doors, frames, and accessories, dimensions of individual components and profiles, and finishes for each type of door, frame, hardware components and accessories of size, design, and location indicated.SECTION 08 22 20 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Submit