NAVY UFGS-08 11 69-2010 METAL STORM DOORS《金属抗风暴门》.pdf

《NAVY UFGS-08 11 69-2010 METAL STORM DOORS《金属抗风暴门》.pdf》由会员分享，可在线阅读，更多相关《NAVY UFGS-08 11 69-2010 METAL STORM DOORS《金属抗风暴门》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、*USACE / NAVFAC / AFCESA / NASA UFGS-08 11 69 (February 2010)-Preparing Activity: NAVFAC SupersedingUFGS-08 11 69 (April 2006)UFGS-08181 (August 2001) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION

2、08 11 69METAL STORM DOORS02/10PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Wrought Aluminum, Sheet or Plate2.1.2 Extruded Aluminum2.1.3 Steel2.1.4 Storm Doors2.1.4.1 Hardware2.1.4.2 Door Frames2.1.4.3 Door Stiles and Rails2.1.4.4 Kick

3、 Plate2.1.4.5 Screen2.1.5 Sealant2.2 COMPONENTS2.2.1 Connections2.2.2 Glass Inserts2.2.3 Locks2.3 FINISHES2.3.1 Aluminum2.3.1.1 Anodic Coating2.3.1.2 Organic Coating2.3.2 SteelPART 3 EXECUTION3.1 PREPARATION3.2 INSTALLATION3.2.1 Sealants3.2.2 FasteningSECTION 08 11 69 Page 1Provided by IHSNot for Re

4、saleNo reproduction or networking permitted without license from IHS-,-,-3.3 CLEANING3.4 SCHEDULE- End of Section Table of Contents -SECTION 08 11 69 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 11 69

5、(February 2010)-Preparing Activity: NAVFAC SupersedingUFGS-08 11 69 (April 2006)UFGS-08181 (August 2001) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2010*SECTION 08 11 69METAL STORM DOORS02/10*NOTE: This guide specification covers the requirements for sto

6、rm doors for existing buildings.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

7、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.Recommended changes t

8、o a UFGS should be submitted as a Criteria Change Request (CCR).*NOTE: On the drawings, show location, size, and type of storm doors and windows and details of installation; existing conditions where applicable.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited

9、 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.SECTION 08 11 69 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from

10、IHS-,-,-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

11、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 of this specification to the extent referenced. The publications are referred to within the text by the basic design

12、ation only.ALUMINUM ASSOCIATION (AA)AA DAF-45 (2003) Designation System for Aluminum FinishesAMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)AAMA 2603 (2002) Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic Coatings on Aluminum Extrusions and PanelsA

13、AMA 611 (1998; R 2004) Voluntary Specification for Anodized Architectural AluminumASTM INTERNATIONAL (ASTM)ASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and PlateASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B

14、221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B 221M (2007) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM C 1048 (2004) Standard Specification for Heat-Treated

15、Flat Glass - Kind HS, Kind FT Coated and Uncoated GlassASTM C 920 (2008) Standard Specification for Elastomeric Joint Sealants1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions SECTION 08 11 69 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license

16、 from IHS-,-,-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 requires Government

17、 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 project.For submittals

18、 requiring Government approval 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 Dis

19、trict Office (Engineering 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

20、 NASA projects, or choose 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“ designati

21、on identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsStorm doorsShow elevations of storm door units, full-size section, thicknesses and gages of material, finish and co

22、lor, fastenings, methods of anchorage, size and spacing of anchors, method of glazing, locations of operating hardware, method and material for weatherstripping, method of attaching and operating both screen and glass insert panels, details of installation, and connections with other work.On storm d

23、oor schedule, show location of each unit.SD-03 Product DataStorm doorsHardwareSECTION 08 11 69 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Submit complete descriptive literature for each type of storm door and accessory.SD-04 Samples*NOTE:

24、Choose one of the following options, or delete if samples are not required. Project size and complexity will affect what submittals are necessary.* Storm doors Submit one complete door unit of each type for approval. Label the sample for identification and, if approved, forward to the site. Samples

25、in good condition may be installed if clearly identified and the locations are recorded. Do not remove identification and approval marks until final acceptance. Submit one full-sized corner at least 150 mm 6 inches long and 75 mm 3 inches wide; show construction of each type frame.Storm door finishe

26、s; G; G, _Submit for approval color range samples for color finishes. The actual finish shall be within the range represented by the approved samples.SD-06 Test ReportsStorm doorsSubmit test reports indicating that storm doors conform to applicable requirements specified herein.SD-10 Operation and M

27、aintenance DataStorm doors, Data Package 1; ; G; G, _Submit operation and maintenance data in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA.1.3 DELIVERY, STORAGE, AND HANDLINGCarefully pack products in poly bags or other protective containers. Deliver products to the project site i

28、n undamaged condition, store out of contact with the ground under weathertight covering, and protect against damage. Do not install damaged units. Replace damaged units with new units.PART 2 PRODUCTS2.1 MATERIALSMetal storm doors shall be either aluminum or steel.SECTION 08 11 69 Page 6Provided by I

29、HSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.1.1 Wrought Aluminum, Sheet or PlateASTM B 209MASTM B 209, Alloy 3000 or 5000 series.2.1.2 Extruded AluminumASTM B 221MASTM B 221, Alloy 6063 or 6463, Temper T5 or T6.2.1.3 SteelSections of the door shall be of ro

30、ll formed tubular lock seam construction, consisting of 0.8 mm thick 22 gage, hot-dipped galvanized steel.2.1.4 Storm Doors*NOTE: See referenced publications for definition of designations, for other types available, and for requirements which are not specified in this section.*Conform to requiremen

31、ts specified herein. Doors shall be self-storing, equal light, combination storm doors, fully assembled and prehung complete with glazing, insect screens, hardware, and weatherstripping ready for installation into prepared door openings. Dimensions indicated are nominal. Field measure openings to ob

32、tain exact dimensions needed for fabrication.2.1.4.1 HardwareFor each storm door, provide a spring-loaded latch bolt operated by a turn knob, thumb piece, or lever handle; a tubular, adjustable, pneumatic or hydraulic closer; a chain door stop; and an adjustable sweep mounted on a bottom expander or

33、 with a flat metal retainer. Storm doors shall be lockable from the inside. Latch hardware, latch pin, knob, and springs shall be made from corrosion resistant materials.2.1.4.2 Door FramesExpander type, regular Z-bar, or New England Z-bar, as required to suit actual conditions at the door openings.

34、2.1.4.3 Door Stiles and RailsAluminum storm doors shall have extruded aluminum tubular sections not less than 25 mm deep by 57 mm one inch deep by 2 1/4 inches face dimension, or 38 mm deep by 50 mm 1 1/2 inches deep by 2 inchesface dimension, and 1.27 mm0.050 inch nominal wall thickness. Steel stor

35、m doors shall have roll formed tubular lock seam steel sections with corners reinforced with 1.5 mm thick 16 gage steel internal reinforcement and edge brazed.2.1.4.4 Kick PlateKick plates for aluminum doors shall be not less than 5 mm 3/16 inch thick extruded aluminum or 8 mm 5/16 inch thick sandwi

36、ch panel with sheet aluminum on both sides. Kick plates for steel doors shall be an embossed 1.2 mm thick 18 gage galvanized steel panel. Panels shall be complete with vinyl splines and/or channel glazing stops with screws for installation.SECTION 08 11 69 Page 7Provided by IHSNot for ResaleNo repro

37、duction or networking permitted without license from IHS-,-,-2.1.4.5 ScreenScreen cloth shall be 6 by 7 per 10 mm16 by 18 mesh aluminum or fiberglass 304 stainless steel, 5 by 5 per 10 mm 12 by 12 mesh and wire diameter of 0.7 mm .028 inch. Aluminum and fiberglass cloth screen inserts shall be held

38、in place with removable, laid-in glazing splines. Stainless steel security screen shall be held in place by continuous 1.2 mm thick 18 gage galvanized steel retainer angles fastened with cadmium or zinc-plated screws 100 mm 4 inches on center. The main frame of the security screen shall be construct

39、ed of 0.6 mm thick 24 gage hot-dipped galvanized steel with lock seam construction.2.1.5 SealantElastomeric type, ASTM C 920, Type S or M, Grade NS, Class 12.5, Use NT, Color _. Sealant shall have been tested and approved for use with aluminum, steel, and wood.2.2 COMPONENTS2.2.1 ConnectionsRigidly

40、connect frames at corners to prevent racking during normal handling and installation.2.2.2 Glass InsertsProvide glaze inserts using either marine or drop-in glazing. Inserts for steel doors shall be of mitered joint construction and brazed at exterior corners. Glass shall be in accordance with ASTM

41、C 1048, Kind FT (fully tempered), Condition A (uncoated), Type I, Class 1 (transparent), Quality q3, not less than 3 mm 1/8 inch thick.2.2.3 LocksOn inserts, locks shall engage round holes or deep notches in the main frame.2.3 FINISHES*NOTE: For most applications, the finish should be clear anodized

42、, Architectural Class II, or baked enamel, at the option of the Contractor. Specify other finish or color only if special conditions justify the additional cost. Mill finish is not recommended.*2.3.1 AluminumExposed aluminum surfaces shall be factory finished with an anodic coating or organic coatin

43、g. New storm doors shall have the same finish.2.3.1.1 Anodic CoatingExposed surfaces of aluminum extrusions and sheets shall be cleaned, and an anodized finish shall be applied conforming to AA DAF-45. Finish shall be SECTION 08 11 69 Page 8Provided by IHSNot for ResaleNo reproduction or networking

44、permitted without license from IHS-,-,-clear (natural), designation AA-M10-C22-A31, Architectural Class II, AAMA 611 integral color anodized, designation AA-M10-C22-A32, Architectural Class II, AAMA 611, or electrolytically deposited color anodized, designation AA-M10-C22-A34, Architectural Class II, AAMA 611. Color shall be as indicated _.2.3.1.2