NAVY UFGS-08 36 19-2011 VERTICAL LIFT DOORS《直升式门》.pdf

《NAVY UFGS-08 36 19-2011 VERTICAL LIFT DOORS《直升式门》.pdf》由会员分享，可在线阅读，更多相关《NAVY UFGS-08 36 19-2011 VERTICAL LIFT DOORS《直升式门》.pdf（12页珍藏版）》请在麦多课文档分享上搜索。

1、*USACE / NAVFAC / AFCESA / NASA UFGS-08 36 19 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-08 36 19 (April 2006)UFGS-08370 (August 2001)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated October 2011*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTIO

2、N 08 36 19VERTICAL LIFT DOORS11/11PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLINGPART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel Sheet2.1.2 Steel Shapes2.1.3 Aluminum Extrusions2.1.4 Aluminum Sheets and Strips2.1.5 Glass2.2 DOORS2.3 MANUAL OPERATORS2.4 ELECTRIC OPERATORS2.4.1 M

3、otors2.4.2 Controls2.4.3 Entrapment Protection Devices2.4.4 Control Transformers2.4.5 Electrical Components2.4.6 Hazardous Locations2.5 WEATHER SEALS AND SENSING EDGES2.6 FINISHES2.6.1 Galvanized and Shop Primed2.6.2 AluminumPART 3 EXECUTION3.1 FABRICATION3.1.1 Door Sections3.1.1.1 Insulated Section

4、s3.1.1.2 Aluminum Sections3.1.2 Guides and Jamb PlatesSECTION 08 36 19 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-3.1.3 Hardware3.1.4 Glazing3.2 INSTALLATION3.3 ELECTRICAL WORK3.4 TESTING- End of Section Table of Contents -SECTION 08 36 19

5、 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 36 19 (November 2011)-Preparing Activity: NAVFAC Superseding UFGS-08 36 19 (April 2006)UFGS-08370 (August 2001)UNIFIED FACILITIES GUIDE SPECIFICATIONSRefer

6、ences are in agreement with UMRL dated October 2011*SECTION 08 36 19VERTICAL LIFT DOORS11/11*NOTE: This guide specification covers the requirements for vertical lift metal doors of the stacking type.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing th

7、is guide specification or preparing new project specification sections. 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 req

8、uired in respective project, whether or not brackets are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: On the drawings, show:1. Location and size of door openings.2. Type and details of

9、 door frames.3. Design wind loads required for the building.4. Wire and conduit from power source to operators and controls for electrically-operated doors.5. Electrical power characteristics and location of motors and control station.6. Counterweight tower location relative to door.*SECTION 08 36 1

10、9 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-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

11、 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. Also use the Reference Wizards Check Referenc

12、e 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 of this specification to the extent referen

13、ced. The publications are referred to within the text by the basic designation only.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)ANSI/AISC 360 (2010) Specification for Structural Steel BuildingsASTM INTERNATIONAL (ASTM)ASTM A123/A123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coa

14、tings on Iron and Steel ProductsASTM A36/A36M (2008) Standard Specification for Carbon Structural SteelASTM A653/A653M (2010) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessASTM B209 (2010) Standard Specification for Al

15、uminum 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

16、 Aluminum SECTION 08 36 19 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)ASTM C1363 (2011) Standard Test Method for Thermal Performance of Building Materials and Envelo

17、pe Assemblies by Means of a Hot Box ApparatusASTM E 330 (2002; R 2010) Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure DifferenceDOOR AND ACCESS SYSTEM MANUFACTURERS ASSOCIATION (DASMA)ANSI/DASMA 102 (2004) Specifications for Sectional Ov

18、erhead-Type DoorsNATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM AMP 500 (2006) Metal Finishes ManualNATIONAL 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;

19、 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)NFPA 70 (2011; TIA 11-1; Errata 2011) National Electrical CodeUNDERWRITERS LABORATORIES (UL)UL 325 (

20、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 to reflect only the submittals required for the project. Submittals should be k

21、ept 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 SECTION 08 36 19 Page 5Provided by IHSNot for ResaleNo reproduction or networking permitted without

22、 license from IHS-,-,-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 approval on Army pr

23、ojects, 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 (Engineering Division or oth

24、er 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 choose the second brac

25、keted 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 office that will review

26、 the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsDoors; G; G, _Show types, sizes, locations, metal gages, hardware provisions, installation details, and other details of construction. For electrically oper

27、ated doors, include supporting brackets for motors, location, type, and ratings of motors, and safety devices.SD-03 Product DataDoors; G; G, _ Motors; G; G, _ Controls; G; G, _ For electrically operated doors, submit manufacturers wiring diagrams for motors and controls.SD-08 Manufacturers Instructi

28、onsDoorsSD-10 Operation and Maintenance DataDoors, Data Package 2; ; G; G, _SECTION 08 36 19 Page 6Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA. Include wiring diagrams.1.3

29、DELIVERY, STORAGE, AND HANDLINGProtect 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. Storage shall permit easy access for inspection and handling. Remo

30、ve damaged items that cannot be restored to like-new condition and provide new items.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Steel SheetASTM A653/A653M.2.1.2 Steel ShapesASTM A36/A36M.2.1.3 Aluminum ExtrusionsASTM B221M ASTM B221, Alloy 6063-T5.2.1.4 Aluminum Sheets and StripsASTM B209M ASTM B209, alloy a

31、nd temper best suited for the purpose.2.1.5 GlassFully tempered, clear float glass, 3 _ mm 1/8 _ inch thick.2.2 DOORS*NOTE: Design wind loads shall be determined in accordance with ASCE 7. The normal design wind load for vertical lift metal doors is one kPa 20 psf positive and negative. If condition

32、s require greater design loads, use appropriate loads.*Doors shall consist of multiple sections set one behind the other. Arrange door operation and travel so that sections arrive simultaneously at the full open position. Sections shall stack vertically in a compact group above the head of the openi

33、ng. Provide doors with counterweights. Doors, components, and methods of installation shall be designed in accordance with ANSI/AISC 360 and ANSI/DASMA 102. Design wind loads shall be one kPa _ kPa 20 psf _ psf positive load and one kPa_kPa 20 psf_psf negative load. Door wind load performance should

34、 be determined in accordance with ASTM E 330. Maximum wind load deflection of the door shall not exceed the door height in mm inches divided by 120 and the door width in mm inches divided by 120. Doors shall be operable during design wind load.SECTION 08 36 19 Page 7Provided by IHSNot for ResaleNo r

35、eproduction or networking permitted without license from IHS-,-,-2.3 MANUAL OPERATORSProvide a galvanized, endless chain operating over a sprocket. Extend chain to within 900 mm 3 feet of the floor and mount on inside of building. Obtain reduction by use of roller chain and sprocket drive or gearing

36、. Provide chain cleat and pin for securing operator chain. Hoist shall allow for future installation of electric operators. The force required to operate the door shall not exceed 15.75 kilograms 35 pounds.2.4 ELECTRIC OPERATORS*NOTE: Specify three-phase motors wherever three-phase electrical servic

37、e is or will be available. Locate control stations so operator will have complete visibility of the door at all times, within building at least 1500 mm 5 feet above floor line; one station should be placed about 600 mm 2 feet from jamb, guide, or track.*Provide operators of the type recommended by t

38、he door manufacturer. Operators shall be labeled and listed to the requirements of UL 325.Operators shall include electric motor, machine-cut reduction gears, steel chain and sprockets, magnetic brake, brackets, pushbutton controls, limit switches, magnetic reversing contactor, a manual operator as

39、specified above for emergency use, and other accessories necessary for operation. The electric operator shall be designed so that the motor may be removed without disturbing the limit switch timing and without affecting the manual operator. The manual operator shall be clutch controlled so that it m

40、ay be engaged and disengaged from the floor; operation shall not affect limit switch timing. Provide an electrical or mechanical device that disconnects the motor from the operating mechanism when the manual operator is engaged.2.4.1 MotorsNEMA MG 1, high-starting torque, reversible type with suffic

41、ient horsepower and torque output to move the door in either direction from any position. Motor shall produce a door travel speed of not less than 200 mm two-thirds foot or more than 300 mm one foot per second without exceeding the rated capacity. Motors shall operate on current of the characteristi

42、cs indicated at not more than 377 rad/s 3600 rpm. Single-phase motors shall not have commutation or more than one starting contact. Motor enclosures shall be drip-proof type or NEMA totally enclosed non-ventilated (TENV) type. Install motors in approved locations.2.4.2 ControlsEach door motor shall

43、have an enclosed, across-the-line type, magnetic reversing contactor, thermal overload and undervoltage protection, solenoid-operated brake, limit switches, and control switches. Locate control switches at least 1500 mm 5 feet above the floor so the operator will have complete visibility of the door

44、 at all times. Control equipment shall conform to NEMA ICS 1 and NEMA ICS 2. Control enclosures shall be NEMA ICS 6, Type 12 or Type 4, except that contactor enclosures may be Type 1. Each control switch station shall be of the three-button type; buttons shall be marked “OPEN,“ “CLOSE,“ and “STOP.“ The “OPEN“ and “STOP“ buttons shall require only momentary pressure to operate. The “CLOSE“ button shall require constant pressure to maintain the closing motion o