1、*USACE / NAVFAC / AFCESA UFGS-08 11 16 (August 2008)-Preparing Activity: NAVFAC SupersedingUFGS-08 11 16 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08 11 16ALUMINUM DOORS AND FRAMES08/
2、08PART 1 GENERAL1.1 REFERENCES1.2 PERFORMANCE REQUIREMENTS1.2.1 Structural1.2.2 Air Infiltration1.2.3 Water Penetration1.3 SUBMITTALS1.4 DELIVERY, STORAGE, AND HANDLING1.5 QUALITY CONTROL1.5.1 Shop Drawing Requirements1.5.2 Sample Requirements1.5.2.1 Finish Sample RequirementsPART 2 PRODUCTS2.1 DOOR
3、S AND FRAMES2.2 MATERIALS2.2.1 Anchors2.2.2 Weatherstripping2.2.3 Aluminum Alloy for Doors and Frames2.2.4 Fasteners2.2.5 Structural Steel2.2.6 Aluminum Paint2.3 FABRICATION2.3.1 Aluminum Frames2.3.2 Aluminum Doors2.3.2.1 Full Glazed Stile and Rail Doors2.3.2.2 Flush Doors2.3.3 Welding and Fastening
4、2.3.4 Weatherstripping2.3.5 Anchors2.3.6 Provisions for Hardware2.3.7 Provisions for Glazing2.3.8 Finishes2.3.8.1 Anodic CoatingSECTION 08 11 16 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.3.8.2 Organic CoatingPART 3 EXECUTION3.1 INSTALLA
5、TION3.2 PROTECTION FROM DISSIMILAR MATERIALS3.2.1 Dissimilar Metals3.2.1.1 Protection3.2.2 Drainage from Dissimilar Metals3.2.3 Masonry and Concrete3.2.4 Wood or Other Absorptive Materials3.3 CLEANING3.4 PROTECTION- End of Section Table of Contents -SECTION 08 11 16 Page 2Provided by IHSNot for Resa
6、leNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS-08 11 16 (August 2008)-Preparing Activity: NAVFAC SupersedingUFGS-08 11 16 (July 2006)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2008*SECTION 08 11 16ALUM
7、INUM DOORS AND FRAMES08/08*NOTE: This guide specification covers aluminum doors and frames intended for use principally as main entrance and vestibule doors, and for prominent interior doors from lobbies and similar spaces in buildings of public access where appearance is a major factor.Edit this gu
8、ide 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.Comments and sugges
9、tion on this specification are welcome and should be directed to the technical proponent of the specification. A listing of the technical proponents, including their organization designation and telephone number, is on the Internet.Recommended changes to a UFGS should be submitted as a Criteria Chan
10、ge Request (CCR).*NOTE: On the drawings, show:1. Size of door openings; thickness, swing and travel of doors; whether flush, paneled, glazed, or louvered; width of stiles and rails2. Elevations of each door and frame type, at 1:50 1/4 inch scale3. Details of head, jamb, sill, mullions, and transom s
11、ections; key sections to door frame elevations; type and spacing of anchors4. Type and thickness of glazing required and SECTION 08 11 16 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-method of glazing5. Details of weatherstripping for exteri
12、or doors6. Amount of free area for louvers7. A separate number for each door opening on door schedule*PART 1 GENERAL1.1 REFERENCESThe 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.ALUMI
13、NUM 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 PanelsAAMA 2604 (2005)
14、Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and PanelsASTM INTERNATIONAL (ASTM)ASTM A 36/A 36M (2005) Standard Specification for Carbon Structural SteelASTM B 209 (2007) Standard Specification for Aluminum and Alu
15、minum-Alloy Sheet and PlateASTM B 209M (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B 221 (2006) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B 221M (2007) Standard Specification for Aluminum a
16、nd Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM E 1300 (2007e1) Determining Load Resistance of Glass in BuildingsASTM E 283 (2004) Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, SECTION 08 11 16 Page 4Provided by IHSNot for ResaleNo reprodu
17、ction or networking permitted without license from IHS-,-,-and Doors Under Specified Pressure Differences Across the SpecimenASTM E 331 (2000) Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure DifferenceASTM F 1642 (2004) Standard Test Method f
18、or Glazing and Glazing Systems Subject to Airblast LoadingsASTM F 2248 (2003) Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass1.2 PERFORMANCE REQUIREMENTS1.2.1 Structural*NOTE: Include the bracketed statement
19、for static load, frame deformation, minimum glazing frame bite,and frame connection requirements when personnel density is greater than one person per 40 square meters430 square feet and minimum AT/FP standoff distances are met. This provision is not required for guard type facilities, single and du
20、plex detached family housing. The requirements are specified in UFC 4-010-01 “Department of Defense Minimum Antiterrorism Standards for Buildings“.*Exterior doors, frames and hardware shall be designed to resist equivalent static design loads in accordance with ASTM F 1642. Frame deflections shall n
21、ot exceed L/160 of the unsupported member lengths. Equivalent static design loads for connections of window or door frame to the surrounding walls or hardware and associated connections, and glazing stop connections shall be in accordance with ASTM F 2248 and ASTM E 1300. Design supporting elements
22、and their connections based on their ultimate capacities. Provide calculations of a Professional Engineer that substantiates compliance with these requirements. Use frames that provide an equivalent level of performance. Shapes and thicknesses of framing members shall be sufficient to withstand a de
23、sign wind load of not less than 1.4 _ kPa 30 _ pounds per square foot of 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
24、 0.050 inch nominal thickness.1.2.2 Air InfiltrationWhen tested in accordance with ASTM E 283, air infiltration shall not exceed2.63 by 10-5 cms per square meter 0.06 cubic feet per minute per square footof fixed area at a test pressure of 0.30 kPa 6.24 pounds per square foot (80 kilometers 50 mile
25、per hour wind).SECTION 08 11 16 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-1.2.3 Water PenetrationWhen tested in accordance with ASTM E 331, there shall be no water penetration at a pressure of 0.38 kPa 8 pounds per square foot of fixed ar
26、ea.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 the project. Submittals should be kept to the minimum required for adequate quality control.A “G” following a submitt
27、al 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 can be reviewed through the Contractors Quality Control system. Only add a “G” if the submittal is sufficiently impor
28、tant 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 following the “G“ designation to indicate the approving authority. Codes for Army projects using the Resident Management Sys
29、tem (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. Codes following the “G“ typically are not used for Navy, Air Force, and NASA projects
30、.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 having a “G“ designation are for Contractor Quality Control approval.for information on
31、ly. When used, a designation following the “G“ designation 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 DrawingsDoors, windows and frames; G; G, _Show elevations of each d
32、oor type, size of doors and frames, metal gages, details of door and frame construction, methods of anchorage, glazing details, weatherstripping, provisions for and location of hardware, and details of installation.SD-04 SamplesSECTION 08 11 16 Page 6Provided by IHSNot for ResaleNo reproduction or n
33、etworking permitted without license from IHS-,-,-Finish sampleSD-05 Design DataStructural calculations for deflection; G; G, _SD-08 Manufacturers InstructionsDoors and framesSubmit detail specifications and instructions for installation, adjustments, cleaning, and maintenance.1.4 DELIVERY, STORAGE,
34、AND HANDLINGInspect materials delivered to the site for damage. Unload and store with minimum handling. Provide storage space in dry location with adequate ventilation, free from dust or water, and easily accessible for inspection and handling. Stack materials on nonabsorptive strips or wood platfor
35、ms. Do not cover doors and frames with tarps, polyethylene film, or similar coverings. Protect finished surfaces during shipping and handling using manufacturers standard method, except that no coatings or lacquers shall be applied to surfaces to which calking and glazing compounds must adhere.1.5 Q
36、UALITY CONTROL1.5.1 Shop Drawing RequirementsDrawings shall indicate elevations of doors, windows and frames, full-size sections, thickness and gages of metal, fastenings, proposed method of anchoring, size and spacing of anchors, details of construction, method of glazing, details of operating hard
37、ware, mullion details, method and materials for weatherstripping, material and method of attaching subframes, trim, installation details, and other related items.1.5.2 Sample Requirements1.5.2.1 Finish Sample Requirements Submit color chart of standard factory-finish color coatings.PART 2 PRODUCTS2.
38、1 DOORS AND FRAMESSwing-type aluminum doors and frames of size, design, and location indicated. Provide doors complete with frames, framing members , subframes , transoms , adjoining sidelights , adjoining window wall , trim, and accessories.2.2 MATERIALS2.2.1 AnchorsStainless steel or steel with ho
39、t-dipped galvanized finish.SECTION 08 11 16 Page 7Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.2.2 WeatherstrippingContinuous wool pile, silicone treated, or type recommended by door manufacturer.2.2.3 Aluminum Alloy for Doors and FramesASTM B 2
40、21M ASTM B 221, Alloy 6063-T5 for extrusions. ASTM B 209M ASTM B 209, alloy and temper best suited for aluminum sheets and strips.2.2.4 FastenersHard aluminum or stainless steel.2.2.5 Structural SteelASTM A 36/A 36M.2.2.6 Aluminum PaintAluminum door manufacturers standard aluminum paint.2.3 FABRICAT
41、ION2.3.1 Aluminum FramesExtruded aluminum shapes with contours approximately as indicated. Provide removable glass stops and glazing beads for frames accommodating fixed glass. Use countersunk stainless steel Phillips screws for exposed fastenings, and space not more than 300 mm 12 inches on center.
42、 Mill joints in frame members to a hairline fit, reinforce, and secure mechanically.2.3.2 Aluminum DoorsOf type, size, and design indicated and not less than 45 mm 1-3/4 inch thick. Minimum wall thickness, 3 mm 0.125 inch, except beads and trim, 1.25 mm 0.050 inch. Door sizes shown are nominal and s
43、hall include standard clearances as follows: 2.5 mm 0.093 inch at hinge and lock stiles, 3 mm 0.125 inch between meeting stiles, 3 mm 0.125 inch at top rails, 5 mm 0.187 inch between bottom and threshold, and 17 mm 0.687 inch between bottom and floor. Bevel single-acting doors 2 or 3 mm 0.063 or 0.1
44、25 inch at lock, hinge, and meeting stile edges. Double-acting doors shall have rounded edges at hinge stile, lock stile, and meeting stile edges.2.3.2.1 Full Glazed Stile and Rail DoorsDoors shall have narrow medium wide stiles and rails as indicated. Fabricate from extruded aluminum hollow seamles
45、s tubes or from a combination of open-shaped members interlocked or welded together. Fasten top and bottom rail together by means of welding or by 10 or 13 mm 3/8 or 1/2 inch diameter cadmium-plated tensioned steel tie rods. Provide an adjustable mechanism of jack screws or other methods in the top rail to allow for minor clearance adjustments after installation.2.3.2.2 Flush Doors*NOTE: The optional types
