ARMY UFGS-09 69 19-2010 STRINGERLESS ACCESS FLOORING.pdf

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1、*USACE / NAVFAC / AFCESA /NASA UFGS-09 69 19 (August 2010)-Preparing Activity: USACE SupersedingUFGS-09 69 19 (April 2007)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 69 19STRINGERLESS ACCESS FL

2、OORING08/10PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Floor Panel Allowable Tolerances1.2.2 Floor Panels1.2.3 Pedestals1.2.4 Bonding Strength of Pedestal Adhesive1.2.5 Bond Strength of Factory Installed Covering1.2.6 Seismic Calculations1.2.6.1 Navy Requirements1.2.6.2 Army Requirements

3、1.2.7 Air Leakage1.2.8 Grounding1.2.8.1 Metal Grilles1.2.8.2 Joint Resistance1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.5 DELIVERY, STORAGE, AND HANDLING1.5.1 Delivery1.5.2 Storage1.5.3 Handling1.6 EXTRA MATERIALSPART 2 PRODUCTS2.1 FLOOR PANELS2.1.1 Floor System Drawings And Planer Quality2.1.2 Panel Cons

4、truction2.1.2.1 Aluminum2.1.2.2 Hollow Formed Steel2.1.2.3 Metal-Clad Cementitious Fill (Composite Panels)2.1.2.4 Metal-Clad Wood Core2.1.2.5 Lightweight Concrete Panels2.1.3 Floor Covering2.1.3.1 High Pressure LaminateSECTION 09 69 19 Page 1Provided by IHSNot for ResaleNo reproduction or networking

5、 permitted without license from IHS-,-,-2.1.3.2 Conductive Surfacing2.1.3.3 Conductive High Pressure Laminate2.1.3.4 Vinyl Composition Tile2.1.3.5 Carpet2.1.4 Edge Strip2.1.5 Accessories2.1.6 Resilient Base2.1.7 Lifting Device2.2 PANEL SUPPORT SYSTEM2.3 FASCIA2.4 STEPS AND RAMPS2.4.1 Steps2.4.2 Ramp

6、s2.5 RAILINGS2.6 FACTORY TESTS2.6.1 Load Tests2.6.2 Bond Strength of Covering2.7 COLOR2.8 REGISTERS AND GRILLES2.9 PERFORATED AIR SUPPLY PANELS2.10 CUT OUTS2.11 EDGE CLOSUREPART 3 EXECUTION3.1 INSTALLATION3.1.1 Preparation for Installation3.1.2 Pedestals3.1.3 Auxiliary Framing3.1.4 Panels3.1.5 Resil

7、ient Base3.1.6 Fascia Plates3.1.7 Repair of Zinc Coating3.2 FIELD TESTS3.2.1 Acceptance Tests3.2.2 Electrical Resistance3.3 CLEANING AND PROTECTION3.3.1 Cleaning3.3.2 Protection3.3.3 Surplus Material Removal3.4 FIRE SAFETY3.5 SEISMIC SPECIAL INSPECTION AND TESTING3.6 OPERATION AND MAINTENANCE MANUAL

8、S- End of Section Table of Contents -SECTION 09 69 19 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA /NASA UFGS-09 69 19 (August 2010)-Preparing Activity: USACE SupersedingUFGS-09 69 19 (April 2007)UNIFIED FACILITIES G

9、UIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2010*SECTION 09 69 19STRINGERLESS ACCESS FLOORING08/10*NOTE: This Guide Specification covers the requirements for stringerless access flooring.Edit this guide specification for each project specific requirements by adding, deleting,

10、 or revising text. Choose applicable bracketed items(s) or insert appropriate information.Remove information and/or requirements not related to the respective project, whether or not brackets are present.Comments and suggestions on this guide specification are welcome and should be directed to the t

11、echnical 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)Brackets are used in the text to indicate designer choices

12、 or locations where text must be supplied by the designer.*PART 1 GENERAL*NOTE: This specification does not include the floor upon which the elevated floor is superimposed, except to define the nature and condition of the supporting floor.Access flooring systems include floor panels, pedestals and i

13、tems such as steps, ramps, closures and trim. Access flooring systems must be designed to accommodate static, rolling and impact loading.None of the mechanical and electrical services SECTION 09 69 19 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS

14、-,-,-essential to the operation of equipment are included. Coordinate with mechanical and electrical to provide ventilation and cable openings which will be required.The designer is responsible for identifying and defining requirements for the floors. Drawings must indicate location and limits of th

15、e flooring systems, finish floor elevation, panel size, type, finish and anti-static provisions, colors, pedestal mounting and subfloor connection system details.RIGID GRID ACCESS FLOORING is covered in SECTION 09 69 13.Stair and/or ramp information, such as tread width and riser height for stairs a

16、nd width, slope and length of ramps, including railings, are included in this section.Ancillary components such as floor diffusers and grills, fascias and floor opening trims are also included.Seismic loadings and any other information required to indicate the extent of work must be considered in de

17、signing access flooring systems.There are three fundamental conditions relative to the design of access flooring installations:Condition I floors are completely surrounded by building walls. These are the most resistant to seismic loadings.Condition II floors have part of the edge exposed and not re

18、strained by other structural elements. Condition II floors are less resistive to seismic loadings along the axis of the unconstrained side. Seismic loadings can be resisted by securing the perimeter panels of all floors to the supporting structural framing and fitting the panels tightly together, or

19、 by cross bracing the structural frame to resist overturning. The designer must select fascia type and finish for exposed edges.Condition III floors are free standing without lateral contact with other structural elements. Type III floors are primarily strengthened with cross bracing to resist later

20、al loads.Buildings not excluded by UFC 3-310-02A or TI 800-01 Design Criteria will be accessible in accordance with 36 CFR, Part 1191, Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities.On the drawings, show:SECTION 09 69 19 Page 4Provided by IHSNot for Resal

21、eNo reproduction or networking permitted without license from IHS-,-,-1. Extent and shape of access flooring area. Include details of panel-to-panel and panel-to-wall intersections, edge treatment at openings, expansion joints, elevation(s) above structural floor, and other special features of the e

22、levated floor system.2. Location and design of ramps, steps, and doors to access floor area; railing heights and design.3. Location and sizes of registers, grilles, perforated panels, and cable openings through access floor panels.4. Design and type of plenum fire extinguishing systems, if space und

23、er access floor is to be used as air plenum.5. Layout of plenum dividers.6. Pattern of access floor panels.7. Location of building electrode. Coordinate structural grounding connections with appropriate building and electrical systems.*1.1 REFERENCES*NOTE: This paragraph is used to list the publicat

24、ions 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

25、Article 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

26、 in the publish print process.*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.AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)AATCC TM 134 (1969; R 2006) Electrosta

27、tic Propensity of CarpetsAATCC TM 16 (1964; R 2004) Colorfastness to LightSECTION 09 69 19 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-APA - THE ENGINEERED WOOD ASSOCIATION (APA)APA EWCG (2005) Engineered Wood Construction Guide: Building R

28、equirements and Related Panel SystemsAPA PS 1 (1995) Voluntary Product Standard for Construction and Industrial PlywoodASTM INTERNATIONAL (ASTM)ASTM A 780/A 780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized CoatingsASTM B 85/B 85M (2009) Standard Specificat

29、ion for Aluminum-Alloy Die CastingsASTM E 648 (2009a) Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy SourceASTM E 84 (2010) Standard Test Method for Surface Burning Characteristics of Building MaterialsASTM F 1066 (2004) Standard Specification fo

30、r Vinyl Composition Floor TileCEILINGS Errata First Printing) International Building CodeNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative LaminatesSECTION 09 69 19 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitte

31、d without license from IHS-,-,-NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 75 (2009) Standard for the Protection of Information Technology EquipmentNFPA 99 (2005; TIA 05-1; TIA 05-2; TIA 05-3) Standard for Health Care FacilitiesU.S. DEPARTMENT OF DEFENSE (DOD)UFC 3-310-04 (2007; Change 1) Seismi

32、c Design for BuildingsU.S. GENERAL SERVICES ADMINISTRATION (GSA)FS TT-C-490 (1990; Am 2) Cleaning Methods for Ferrous Surfaces and Pretreatments for Organic CoatingsUNDERWRITERS LABORATORIES (UL)UL 779 (1995; R thru 2005) Standard for Electrically Conductive Floorings1.2 SYSTEM DESCRIPTION*NOTE: Acc

33、ess flooring support systems are available as either a stringer or stringerless system. Refer to Section 09 69 13 RIGID GRID ACCESS FLOORING for applications using stringers.Consideration should be given to loads which will be imposed during operation. Some equipment, such as high speed printers req

34、uire large quantities of paper to be delivered by carts. When in motion, these heavy loads may exceed capacity of floor system. Check with user activity and floor system manufacturer when heavy rolling loads are expected.Zinc whiskers can occur on the underside of raised floor systems which are trea

35、ted with a zinc electroplated anti-corrosion coating. Zinc whiskers are small enough (2 microns in diameter up to several millimeters in length) to render normal dust filters on computer equipment ineffective. The result is possible electrical shorts and damage to circuitry and equipment.*Install ac

36、cess flooring at the location and elevation, and in the arrangement shown on the drawings. The floor system shall be of the stringerless type, complete with all supplemental items, and be the standard product of a manufacturer specializing in the manufacture of access flooring systems.a. Provide for

37、 self-alignment of floor panels, adjustable pedestals and readily removable floor panels covered as specified.SECTION 09 69 19 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-b. Make lateral stability of floor support system integral with panel

38、s. Finished assembly shall be stable and free of vibration, noises, and rocking panels. Provide stringerless system with equipotential plane grounding.c. Submit certificate of compliance attesting that the installed access floor system meets specification requirements, including all special equipmen

39、t loads and specific electrical and or cable requirements, and certificates for the complete Access Flooring System including, but not limited to the following:1) Submit design data substantiating Compliance with ICC-ES AC300.(InternationaBuilding Code Acceptance Criteria for Access Floors.)2) Load-

40、bearing capabilities of pedestals, floor panels, and pedestal adhesive resisting force.3) Supporting independent laboratory test reports. For panel loads, test results include concentrated loads at center of panel, panel edge midpoint, ultimate loads and uniform loads.4) Floor electrical characteris

41、tics.5) Material requirements6) Elevated floor system free of defects in materials, fabrication, finish, and installation for a period of not less than _ years after completion.d. The Contractor warrants that, upon notification by the Government, defective work will be immediately replaced with new

42、work at no additional cost to the Government.e. Submit manufacturers descriptive data, catalog cuts, and installation instructions including information about any design and production techniques, total system including all accessories and finish coatings of under-floor components, procedures and po

43、licies used to conserve energy, reduce material, improve waste management or incorporate green building/recycled products into the manufacturer of their components or products. Also include cleaning and maintenance instructions. Systems which contain zinc electroplated anti-corrosion coatings are pr

44、ohibited.1.2.1 Floor Panel Allowable Tolerancesa. Flatness: Plus or minus 0.5 mm 0.02 inches on diagonal on top of panel or underneath edge.b. Length: Plus or minus 0.4 mm 0.015 inch.c. Squareness: Plus or minus 0.5 mm 0.02 inch in panel length.d. Finish Floor: Level within plus or minus 1.6 mm in 2

45、 m 0.062 inch in 10 feet, and plus or minus 2.5 mm 0.10 inch for entire floor.1.2.2 Floor Panels*NOTE: Insert heavier load as required by facility SECTION 09 69 19 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-use conditions. The deflection and permanent deformation limits for panels are 610 by 610 mm (24 by 24 inches), and smaller.Check manufacturers literature for maximum lo