1、*USACE / NAVFAC / AFCESA / NASA UFGS-09 22 00 (February 2010)-Preparing Activity: NAVFAC SupersedingUFGS-09 22 00 (August 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 09 - FINISHESSECTION 09 22 00SUPPORTS FOR PLA
2、STER AND GYPSUM BOARD02/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Materials for Attachment of Lath2.1.1.1 Suspended and Furred Ceiling Systems and Wall Furring2.1.1.2 Non-loadbearing Wall Framing2.1.2 Materials for Attachment of
3、Gypsum Wallboard2.1.2.1 Suspended and Furred Ceiling Systems2.1.2.2 Nonload-Bearing Wall Framing and Furring2.1.2.3 Furring Structural Steel Columns2.1.2.4 Z-Furring Channels with Wall InsulationPART 3 EXECUTION3.1 INSTALLATION3.1.1 Systems for Attachment of Lath3.1.1.1 Suspended and Furred Ceiling
4、Systems and Wall Furring3.1.1.2 Non-loadbearing Wall Framing3.1.2 Systems for Attachment of Gypsum Wallboard3.1.2.1 Suspended and Furred Ceiling Systems3.1.2.2 Non-loadbearing Wall Framing and Furring3.1.2.3 Furring Structural Steel Columns3.1.2.4 Z-Furring Channels with Wall Insulation3.2 ERECTION
5、TOLERANCES- End of Section Table of Contents -SECTION 09 22 00 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-09 22 00 (February 2010)-Preparing Activity: NAVFAC SupersedingUFGS-09 22 00 (August 2009)UNIFIE
6、D FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 09 22 00SUPPORTS FOR PLASTER AND GYPSUM BOARD02/10*NOTE: This guide specification covers the requirements for non-loadbearing cold-formed metal framing, furring, and ceiling suspension systems for the att
7、achment of lath, plaster, stucco, and wallboard.Edit this guide specification for project specific 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 proj
8、ect, whether or not brackets are present.Comments and suggestions on this guide specification are 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.Recom
9、mended changes to a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: Load-bearing cold-formed steel framing is included in Section 05 40 00 COLD-FORMED METAL FRAMING. Metal suspension systems for acoustical ceilings are included in Section 09 51 00 ACOUSTICAL CEILINGS.*NOTE: On the
10、 drawings, show:1. Locations of each type of metal framing, furring, or suspension system.2. Spacing and gage of members if other than those SECTION 09 22 00 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-required by referenced publication.3.
11、Seismic restraint for projects located in seismic zone 2, 3, or 4, in accordance with ANSI/AISC 341 and UFC 3-310-04, “Seismic Design for Buildings“.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are
12、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 place the reference in the Reference Article. A
13、lso 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 process.*The publications listed below form a part
14、 of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)ANSI/AISC 341 (2005; Suppl No. 1 2005) Seismic Provisions for Structural Steel BuildingsASTM INTERNATIONAL (ASTM)ASTM A 463/A
15、 463M (2009a) Standard Specification for Steel Sheet, Aluminum-CoatedASTM A 653/A 653M (2009a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM C 645 (2009a) Nonstructural Steel Framing MembersASTM C 754 (2009a) Inst
16、allation of Steel Framing Members to Receive Screw-Attached Gypsum Panel ProductsASTM C 841 (2003; R 2008e1) Installation of Interior SECTION 09 22 00 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Lathing and FurringASTM C 847 (2009) Standard
17、 Specification for Metal LathNATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM ML/SFA 920 (1991) Metal Lathing and FurringUNDERWRITERS LABORATORIES (UL)UL Fire Resistance (2009) Fire Resistance Directory1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Sectio
18、n 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 requires Government approval. Some submitt
19、als 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 project.For submittals requiring Government a
20、pproval 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 Management System (RMS) are: “AE“ for Architect-Engineer; “DO“ for District Office (Engineeri
21、ng 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 projects.Choose the first bracketed item for Navy, Air Force and NASA projects, or choo
22、se 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.for information only. When used, a designation following the “G“ designation identifies the offic
23、e that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop Drawings*SECTION 09 22 00 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-NOTE: Require drawings only
24、for projects where complexity or quantity make it feasible.*Metal support systems; G; G, _Submit for the erection of metal framing, furring, and ceiling suspension systems. Indicate materials, sizes, thicknesses, and fastenings.1.3 DELIVERY, STORAGE, AND HANDLINGDeliver materials to the job site and
25、 store in ventilated dry locations. Storage area shall permit easy access for inspection and handling. If materials are stored outdoors, stack materials off the ground, supported on a level platform, and fully protected from the weather. Handle materials carefully to prevent damage. Remove damaged i
26、tems and provide new items.PART 2 PRODUCTS2.1 MATERIALSProvide steel materials for metal support systems with galvanized coating ASTM A 653/A 653M, Z180 G-60; aluminum coating ASTM A 463/A 463M, T1-75 T1-25; or a 55-percent aluminum-zinc coating. Provide support systems and attachments per ANSI/AISC
27、 341_UFC 3-310-04, “Seismic Design for Buildings“ in seismic zones.2.1.1 Materials for Attachment of Lath2.1.1.1 Suspended and Furred Ceiling Systems and Wall FurringASTM C 841, and ASTM C 847.2.1.1.2 Non-loadbearing Wall FramingNAAMM ML/SFA 920.2.1.2 Materials for Attachment of Gypsum Wallboard2.1.
28、2.1 Suspended and Furred Ceiling SystemsASTM C 645.2.1.2.2 Nonload-Bearing Wall Framing and Furring*NOTE: Minimum thickness of 0.45 mm 0.0179 inch (25 gage) is standard for interior nonload-bearing studs without supporting attached loads. Choose the second option of 0.85 mm 0.0329 inch (20 gage) thi
29、ckness for medical, dental or other building types requiring large quantities of wall supported cabinet work and equipment throughout the facility.*ASTM C 645, but not thinner than 0.45 mm 0.0179 inch thickness, with 0.85 mm 0.0329 inch minimum thickness supporting wall hung items such as cabinetwor
30、k, equipment and fixtures 0.85 mm 0.0329 inch thickness. The SECTION 09 22 00 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-ASTM certified third party testing statement for equivalent thicknesses shall not apply.2.1.2.3 Furring Structural Ste
31、el ColumnsASTM C 645. Steel (furring) clips and support angles listed in UL Fire Resistance may be provided in lieu of steel studs for erection of gypsum wallboard around structural steel columns.2.1.2.4 Z-Furring Channels with Wall Insulation*NOTE: The depth specified for Z-furring channels should
32、be coordinated with the R-value specified for wall insulation thickness.*Not lighter than 0.5 mm thick 26 gage galvanized steel, Z-shaped, with 32 mm and 19 mm 1-1/4 inch and 3/4 inch flanges and 25 38 50 75 mm 1 1 1/2 2 3 inch furring depth depth as required by the insulation thickness provided.PAR
33、T 3 EXECUTION3.1 INSTALLATION3.1.1 Systems for Attachment of Lath3.1.1.1 Suspended and Furred Ceiling Systems and Wall FurringASTM C 841, except as indicated otherwise.3.1.1.2 Non-loadbearing Wall FramingNAAMM ML/SFA 920, except provide framing members 400 mm 16 inches o.c. unless indicated otherwis
34、e.3.1.2 Systems for Attachment of Gypsum Wallboard3.1.2.1 Suspended and Furred Ceiling SystemsASTM C 754, except provide framing members 400 mm 16 inches o.c. unless indicated otherwise.3.1.2.2 Non-loadbearing Wall Framing and FurringASTM C 754, except as indicated otherwise.3.1.2.3 Furring Structur
35、al Steel ColumnsInstall studs or galvanized steel clips and support angles for erection of gypsum wallboard around structural steel columns in accordance with the UL Fire Resistance, design number(s) indicated of the fire resistance rating indicated.3.1.2.4 Z-Furring Channels with Wall InsulationIns
36、tall Z-furring channels vertically spaced not more than 600 mm 24 inches o.c. Locate Z-furring channels at interior and exterior corners in SECTION 09 22 00 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-accordance with manufacturers printed e
37、rection instructions. Fasten furring channels to masonry and concrete walls with powder-driven fasteners or hardened concrete steel nails through narrow flange of channel. Space fasteners not more than 600 mm 24 inches o.c.3.2 ERECTION TOLERANCESProvide framing members which will be covered by finis
38、h materials such as wallboard, plaster, or ceramic tile set in a mortar setting bed, within the following limits:a. Layout of walls and partitions: 6 mm 1/4 inch from intended position;b. Plates and runners: 5 mm in 1.9 meters 1/4 inch in 8 feet from a straight line;c. Studs: 5 mm in 1.9 meters 1/4
39、inch in 8 feet out of plumb, not cumulative; andd. Face of framing members: 5 mm in 1.9 meters 1/4 inch in 8 feet from a true plane.Provide framing members which will be covered by ceramic tile set in dry-set mortar, latex-portland cement mortar, or organic adhesive within the following limits:a. La
40、yout of walls and partitions: 6 mm 1/4 inch from intended position;b. Plates and runners: 5 mm in 3.8 meters 1/8 inch in 8 feet from a straight line;c. Studs: 5 mm in 3.8 meters 1/8 inch in 8 feet out of plumb, not cumulative; andd. Face of framing members: 5 mm in 3.8 meters 1/8 inch in 8 feet from a true plane.- End of Section -SECTION 09 22 00 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-
