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    NAVY UFGS-08 36 13-2011 SECTIONAL OVERHEAD DOORS《组合式高架门》.pdf

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    NAVY UFGS-08 36 13-2011 SECTIONAL OVERHEAD DOORS《组合式高架门》.pdf

    1、*USACE / NAVFAC / AFCESA UFGS-08 36 13 (August 2011)-Preparing Activity: NAVFAC SupersedingUFGS-08 36 13 (July 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2011*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08 36 13SECTIONAL OVERHEAD DOORS08/

    2、11PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Hard-Drawn Springwire2.1.2 Oil-Tempered Springwire2.1.3 Steel Sheet2.1.4 Steel Shapes2.1.5 Aluminum Extrusions2.1.6 Aluminum Sheets and Strips2.1.7 Glass2.2 DOORS2.3 DESIGN REQUIREMENTS2.

    3、4 FABRICATION2.4.1 Steel Overhead Doors2.4.1.1 Insulated Sections2.4.1.2 Aluminum Sections2.4.2 Aluminum Panel Overhead Doors2.4.3 Tracks2.4.4 Hardware2.4.5 Counterbalancing2.5 MANUAL OPERATORS2.5.1 Pushup Operators2.5.2 Chain Hoist Operators2.6 ELECTRIC OPERATORS2.6.1 Operator Features2.6.2 Motors2

    4、.6.3 Controls2.6.4 Safety Device2.6.5 Control Transformers2.6.6 Electrical ComponentsSECTION 08 36 13 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.6.7 Hazardous Locations2.7 WEATHER SEALS AND SAFETY DEVICE2.8 FINISHES2.8.1 Galvanized and S

    5、hop Primed2.8.2 AluminumPART 3 EXECUTION3.1 INSTALLATION3.2 ELECTRICAL WORK3.3 TESTING- End of Section Table of Contents -SECTION 08 36 13 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA UFGS-08 36 13 (August 2011)-Prep

    6、aring Activity: NAVFAC SupersedingUFGS-08 36 13 (July 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated July 2011*SECTION 08 36 13SECTIONAL OVERHEAD DOORS08/11*NOTE: This guide specification covers sectional overhead doors. Vertical lift metal doors of the over

    7、head stacking type are now covered in Section 08 36 19 VERTICAL LIFT DOORS.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification sections. Edit this guide specification for project specific r

    8、equirements 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, suggestions and recommended changes for this guid

    9、e specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: On the drawings, show:1. Location and size of door openings2. Type and details of door frames3. Wire and conduit from power source to operators and controls for electrically-operated doors4. Type of lift re

    10、quired (consult manufacturers catalogs for required headroom and backroom)5. Design wind loads required for building6. Profile of door panel if important. Do not use proprietary profile.SECTION 08 36 13 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from I

    11、HS-,-,-7. Size and location of glazed panels8. Location of motors and control stations.*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 referred to in the text by basic designation only and listed i

    12、n 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. Also use the Reference Wizards Check Reference feature to updat

    13、e 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 of this specification to the extent referenced. The publicati

    14、ons are referred to in the text by the basic designation only.ALUMINUM ASSOCIATION (AA)AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum FinishesASTM INTERNATIONAL (ASTM)ASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel ProductsASTM

    15、 A227/A227M (2006; R 2011) Standard Specification for Steel Wire, Cold-Drawn for Mechanical SpringsASTM A229/A229M (1999; R 2005) Standard Specification for Steel Wire, Oil-Tempered for Mechanical SpringsASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A653/A653M (2010) St

    16、andard Specification for Steel Sheet, Zinc-Coated (Galvanized) or SECTION 08 36 13 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM B209 (2010) Standard Specification for Aluminum

    17、and Aluminum-Alloy Sheet and PlateASTM B209M (2010) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)ASTM B221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and TubesASTM B221M (2007) Standard Specification for Alumin

    18、um and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM C1363 (2011) Standard Test Method for Thermal Performance of Building Materials and Envelope Assemblies by Means of a Hot Box ApparatusASTM E 330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylig

    19、hts and Curtain Walls by Uniform Static Air Pressure DifferenceDOOR AND ACCESS SYSTEM MANUFACTURERS ASSOCIATION (DASMA)ANSI/DASMA 102 (2004) Specifications for Sectional Overhead-Type DoorsNATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM AMP 500 (2006) Metal Finishes ManualNATI

    20、ONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)NEMA ICS 1 (2000; R 2005; R 2008) Standard for Industrial Control and Systems: General RequirementsNEMA 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

    21、 (2009) Motors and GeneratorsNEMA ST 20 (1992; R 1997) Standard for Dry-Type Transformers for General ApplicationsNATIONAL FIRE PROTECTION ASSOCIATION (NFPA)NFPA 70 (2011; TIA 11-1; Errata 2011) National Electrical CodeSECTION 08 36 13 Page 5Provided by IHSNot for ResaleNo reproduction or networking

    22、 permitted without license from IHS-,-,-UNDERWRITERS LABORATORIES (UL)UL 325 (2002; Reprint Apr 2011) Door, Drapery, Gate, Louver, and Window Operators and Systems1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01 33 00 SUBMITTAL PROCEDURES and edit the following list t

    23、o 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 submittals are already marked with a “G”. Only delete an existing “G

    24、” 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 approval on Army projects, a code of up to three characters wi

    25、thin 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 (Engineering Division or other organization in the District Office); “A

    26、O“ 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 choose the second bracketed item for Army projects.*Submit the fo

    27、llowing in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.SD-02 Shop DrawingsDoors; G; G, _Show types, sizes, locations, metal gages including minimum metal decimal thickness, hardware provisions, installation details, and other details of construction. For electrically-operated doors, includ

    28、e supporting brackets for motors, location, type, and ratings of motors, switches, and safety devices.SD-03 Product DataDoors; G; G, _SECTION 08 36 13 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Electric operators; G; G, _For electrically m

    29、otor-operated doors, submit manufacturers wiring diagrams for motor and controls.SD-08 Manufacturers InstructionsDoorsSD-10 Operation and Maintenance DataDoors; G; G, _Submit Data Package 2 in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA.1.3 DELIVERY, STORAGE, AND HANDLINGProtect

    30、doors and accessories from damage during delivery, storage, and handling. Clearly mark manufacturers brand name. Store doors in dry locations with adequate ventilation, free from dust and water. Remove damaged items and provide new. Provide easy access for inspection and handling of overhead doors p

    31、rior to installation.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Hard-Drawn SpringwireASTM A227/A227M.2.1.2 Oil-Tempered SpringwireASTM A229/A229M.2.1.3 Steel SheetASTM A653/A653M.2.1.4 Steel ShapesASTM A36/A36M.2.1.5 Aluminum ExtrusionsASTM B221M ASTM B221, Alloy 6063-T5.2.1.6 Aluminum Sheets and StripsASTM

    32、B209M ASTM B209, alloy and temper best suited for the purpose.2.1.7 Glass*NOTE: In accordance with DASMA TDS-158, safety glazing may not be required in all applications. Refer to conditions listed within DASMA TDS-158.*SECTION 08 36 13 Page 7Provided by IHSNot for ResaleNo reproduction or networking

    33、 permitted without license from IHS-,-,-Fully tempered, clear float glassDouble strength, clear glass 3 _ mm 1/8 _ inch thick.2.2 DOORS*NOTE: ANSI/DASMA 102 designates doors as follows:Residential. Intended for use in residential garage, and normally expected to be operated less than 1,500 cycles pe

    34、r year.Commercial. Intended for vehicular use at entrances of commercial buildings such as loading docks and service stations, parking garages and manufactruing plants, normally expected to be operated but not limited to less than 5,000 cycles per year.If profile is indicated and there is a requirem

    35、ent for matching, add “Profile of panels match profile indicated.“*ANSI/DASMA 102. Residential Commercial doors. Metal doors to have horizontal sections hinged together which operate in a system of tracks to completely close the door opening in the closed position and make the full width and height

    36、of the door opening available for use in the open position. Provide a permanent label on the door indicating the name and address of the manufacturer. Provide doors with standard lift type designed to slide up and back into a horizontal overhead position and requiring a maximum of 400 mm 16 inch of

    37、headroom for 50 mm 2 inch tracks and 535 mm 21 inch of headroom for 75 mm 3 inch tracks low headroom type designed to slide up and back into a horizontal overhead position and requiring a maximum of 250 mm 10 inch of headroom for 50 mm 2 inch tracks and 300 mm 12 inch of headroom for 75 mm 3 inch tr

    38、acks high lift type designed to slide up and back into a combination vertical and horizontal position vertical lift type designed to slide upward into a vertical position. Doors operate by lifting handles by hand chain with gear or sprocket reduction by hand crank with gear or sprocket reduction by

    39、electric power with auxiliary hand chain operation.2.3 DESIGN REQUIREMENTS*NOTE: Design wind loads should be determined in accordance with ASCE 7-10. Insert design wind load for the building if not shown on the drawings.*Doors shall conform to ANSI/DASMA 102. Design wind load shall be and conform to

    40、 the design mind load for the building except that doors, hardware, and anchors shall be designed to withstand a wind pressure of 0.96 _ kilopascals 20 _ pounds per square foot of door area without damage. Provide doors to remain operable and undamaged after conclusion of tests conducted in accordan

    41、ce with ASTM E 330 using the design wind load.SECTION 08 36 13 Page 8Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-2.4 FABRICATION*NOTE: Choose this paragraph and subparagraphs or the paragraph below entitled “Aluminum Panel Overhead Doors.“*2.4.1

    42、Steel Overhead DoorsForm door sections of hot-dipped galvanized steel not lighter than 1.5 mm thick 16 gage with flush surface without ribs or grooves or 0.9 mm thick 20 gage with longitudinal integral reinforcing ribs or 0.6 mm thick 24 gage with longitudinal integral reinforcing ribs and flat bott

    43、om V-grooves. Install sections not less than 50 mm 2 inch in thickness. Meeting rails to have interlocking joints to ensure a weathertight closure and alignment for full width of the door. Provide sections of the height indicated or the manufacturers standard. Do not exceed 600 mm thick 24 inch height for intermediate sections. Bottom sections may be varied to suit door height. Do not exceed 750 mm 30 inch height fo


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