1、*USACE / NAVFAC / AFCESA / NASA UFGS-08 13 73 (February 2011)-Preparing Activity: USACE SupersedingUFGS-08 13 73 (May 2009)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated January 2011*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08 13 73SLIDING METAL DOOR
2、S02/11PART 1 GENERAL1.1 REFERENCES1.2 SYSTEM DESCRIPTION1.2.1 Performance Requirements1.2.1.1 Door Performance1.2.1.2 Biparting Doors1.2.2 Seal Performance1.3 SUBMITTALS1.4 QUALITY ASSURANCE1.5 DELIVERY, STORAGE, AND HANDLING1.6 WARRANTY1.7 MAINTENANCEPART 2 PRODUCTS2.1 DOORS2.2 PERSONNEL DOORS2.3 S
3、LIDING DOORS2.3.1 Steel-Covered Composite2.3.2 Hollow Metal2.3.3 Flush Steel Tubular Frame2.3.4 Tin-Clad2.3.5 Insulated2.4 OPERATION2.4.1 Power Operators2.4.2 Pneumatic Operators2.4.3 Electric Operators2.4.3.1 Motors2.4.3.2 Controls2.4.4 Electrical Work2.4.5 Transformer2.5 HARDWARE2.6 RAILS2.7 SAFET
4、Y DEVICE2.8 ACCESSORIESSECTION 08 13 73 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.8.1 Track Hood2.8.2 Glass Lights2.8.3 Weatherstripping2.8.4 Locking Device2.8.5 Pass Door2.8.6 Top Guide Rollers2.8.7 Bottom Rollers2.8.8 Track Cleaners2.
5、8.9 Toe Guards2.8.10 Warning Device2.8.11 Track Bumpers2.8.12 Drive Clutch2.8.13 Manual Operators2.9 FINISH2.9.1 Steel Surfaces of Exterior Doors2.9.2 Exposed Steel Surfaces of Interior Doors2.10 SPECIAL FINISHES2.11 SHOP PAINTINGPART 3 EXECUTION3.1 INSTALLATION3.2 FIELD FINISHING3.3 TESTING- End of
6、 Section Table of Contents -SECTION 08 13 73 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 13 73 (February 2011)-Preparing Activity: USACE SupersedingUFGS-08 13 73 (May 2009)UNIFIED FACILITIES GUIDE SPE
7、CIFICATIONSReferences are in agreement with UMRL dated January 2011*SECTION 08 13 73SLIDING METAL DOORS02/11*NOTE: This guide specification covers the requirements for horizontal sliding steel doors used primarily for fire rated application and electrically operated horizontal and biparting sliding
8、doors.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 project, whether or not brackets are present.C
9、omments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*PART 1 GENERAL*NOTE: This guide specification is intended to cover horizontal sliding steel doors used primarily for fire rated applications. Use a center
10、 parting door at locations where an overhead monorail passes through the opening or where there is limited side room due to the lack of unobstructed wall space adjacent to the opening.The following information should be indicated on the project drawings:a. Size of door openings.b. Fire rating classi
11、fication for each door.c. Type of door operation.SECTION 08 13 73 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-d. Type of power operators and service characteristics, and emergency/safety controls.e. Location and type of power operator contr
12、ols.f. Type of closing system required.*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 listed in this paragraph by organization, designation, date, and title
13、.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 update the issue dates.References not used in the text will automat
14、ically 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 publications are referred to within the text by the basic designation o
15、nly.ASTM INTERNATIONAL (ASTM)ASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile StrengthASTM A 325 (2010) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile StrengthASTM A 325M (2009) Standard Specification for St
16、ructural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural SteelASTM A 653/A 653M (2009a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Pr
17、ocessASTM A 924/A 924M (2010) Standard Specification for General Requirements for Steel Sheet, SECTION 08 13 73 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Metallic-Coated by the Hot-Dip ProcessASTM B 136 (1984; R 2008e1) Standard Method fo
18、r Measurement of Stain Resistance of Anodic Coatings on AluminumASTM B 137 (1995; R 2009) Standard Test Method for Measurement of Coating Mass Per Unit Area on Anodically Coated AluminumASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B 209M (2007) Standar
19、d Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM E 330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure DifferenceASTM F 568M (2007) Standard Specification for Carbon and Alloy Steel Externally Th
20、readed Metric FastenersNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA ICS 2 (2000; R 2005; Errata 2008) Standard for Controllers, Contactors, and Overload Relays Rated 600 VNEMA ICS 6 (1993; R 2006) EnclosuresNEMA MG 1 (2009) Motors and GeneratorsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
21、NFPA 70 (2011) National Electrical CodeNFPA 80 (2010; TIA 10-2) Standard for Fire Doors and Other Opening ProtectivesTHE SOCIETY FOR PROTECTIVE COATINGS (SSPC)SSPC Paint 28 (1991; E 2004) Water-Borne Epoxy Primer for Steel SurfacesSSPC Paint 36 (2006) Two-Component Weatherable Aliphatic Polyurethane
22、 Topcoat, Performance-BasedU.S. DEPARTMENT OF DEFENSE (DOD)MIL-A-8625 (1993; Rev F; Am 1 2003) Anodic Coatings, for Aluminum and Aluminum AlloysUNDERWRITERS LABORATORIES (UL)UL 10A (2009) Standard for Tin-Clad Fire DoorsSECTION 08 13 73 Page 5Provided by IHSNot for ResaleNo reproduction or networkin
23、g permitted without license from IHS-,-,-UL 14B (2008) Sliding Hardware for Standard, Horizontally Mounted Tin-Clad Fire DoorsUL 506 (2008; Reprint Mar 2010) Specialty Transformers1.2 SYSTEM DESCRIPTION*NOTE: For exterior doors, use wind load values selected from the tables below; the first table is
24、 metric units, the second table shows I-P units. The applicable basic wind speed and importance factor will be selected in accordance with ASCE/SEI 7-05, Minimum Design Loads For Buildings and Other Structures. Design wind loads may be reduced by 10 percent when the roof slope is equal to or less th
25、an 10 degrees. Delete this paragraph if exterior doors are not specified.Design Wind Load (+/- Pa)_Basic Wind Importance FactorSpeed (m/s) 0.95 1.00 1.05 1.07 1.1131 720 765 860 910 96036 910 1005 1100 1150 124540 1150 1295 1435 1485 158045 1435 1580 1770 1820 196549 1725 1915 2105 2200 239554 2060
26、2300 2540 2635 2825(Design Wind Load (+/- psf)_Basic Wind Importance FactorSpeed (mph) 0.95 1.00 1.05 1.07 1.1170 15 16 18 19 2080 19 21 23 24 2690 24 27 30 31 33100 30 33 37 38 41110 36 40 44 46 50120 43 48 53 55 59*Provide fire doors conforming to NFPA 80 and the requirements specified herein. Fir
27、e doors shall bear the Underwriters Laboratories, Warnock Hersey, Factory Mutual, or other nationally recognized testing laboratory label for the required fire rating class and temperature rise classification if applicable. Provide each door with a permanent label showing the manufacturers name and
28、address and the model number of the door. Doors in excess of the labeled size will be deemed oversize and provided with a certificate signed by an official of the company, certifying that the door and operator have been designed to meet the specified requirements. Provide each door complete with ope
29、rating devices, hardware, and accessories. Minimum design wind load is _ Pa psf. Construct doors to sustain a superimposed load, both inward and outward, SECTION 08 13 73 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-equal to 1.5 times the mi
30、nimum design wind load and not to deflect more than 1/120 of the door width and height. When tested in accordance with the static air pressure test procedure of ASTM E 330, the door shall support the superimposed loads for a minimum period of 10 seconds without evidence of serious damage and be oper
31、able after conclusion of the tests. As an option, conduct the tests using an equivalent uniform static load. The uniform static load test specimen shall be supported using rollers and track as required for project installation. Recovery shall be at least three-fourths of the maximum deflection withi
32、n 24 hours after the test load is removed.1.2.1 Performance RequirementsDesign Analysis and Calculations, equipment and performance data for Sliding Door Assemblies, and Hardware and Accessories shall meet design specifications as required by referenced standards within this section.1.2.1.1 Door Per
33、formanceProvide an electrically operated door with manual override mechanism a manually operated door, industrial type constructed of ASTM A 36/A 36M structural steel sections formed plates sized for loads specified. doors of the one-way sliding and biparting double-leaf type as indicated supported
34、on recessed rails set in floor with top guides. Furnish doors complete with hardware, tracks, guides, and accessories.1.2.1.2 Biparting DoorsProvide doors requiring operating personnel to walk with leaf as it moves. Each door leaf shall have separate drive units, driving one or more wheels. Each lea
35、f shall have motor-mounted, spring-set, _ solenoid-released motor brake. Each leaf shall move independently from other leaves. Design leaves of biparting doors as follows:a. Exterior windload of 2400 _ pascal 50 _ psfb. Windload deflection not to exceed _ the door height in mm inches divided by 120
36、_.c. Interior horizontal sliding doors to withstand an internal pressure of 500 _ pascal 10 _ psf, both directions.d. Door operating speed shall be 0.15 _ meter per second 30 _ feet per minute (fpm) maximum and 0.08 _ meter per second 15 _ fpm minimum.1.2.2 Seal PerformanceWhen pressure is applied t
37、o the OPEN button, seals shall automatically deflate before doors open. Upon deflation of pressure in each seal, switches connected in series shall energize door-open controller. Every seal shall deflate properly before permitting doors to move. Coordinate controls with this operating sequence for s
38、eals and door movement. Pressure shall keep doors closed and hold center seals tight. When power fails, a braking device will hold each door shut and maintain seals. Personnel door shall be interlocked to prevent movement of the leaf, or group in which it is located, when the personnel door is open.
39、SECTION 08 13 73 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.3 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
40、 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 submittals are already marked with a “G”. Only delete an existing “G” if the submittal item is not complex and
41、 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 approval on Army projects, a code of up to three characters within the submittal tags may be used follow
42、ing 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; “RO“ for Resident Offi
43、ce; 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 for submittals with a “
44、G“ designation; submittals not having a “G“ designation are for Contractor Quality Control approval. 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:SD-02 Shop DrawingsSliding Metal DoorsSD-07 CertificatesFire DoorsFabrication D
