1、*USACE / NAVFAC / AFCESA / NASA UFGS-08 34 63 (May 2011)-Preparing Activity: NAVFAC SupersedingUFGS-08 34 63 (April 2006)UFGS-11193 (September 1999)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION TABLE OF CONTENTSDIVISION 08 - OPENINGSSECTION 08
2、34 63DETENTION HOLLOW METAL FRAMES, DOORS, AND DOOR FRAMES05/11PART 1 GENERAL1.1 REFERENCES1.2 SUBMITTALS1.3 DELIVERY, STORAGE, AND HANDLING1.4 HARDWARE COORDINATION CONFERENCEPART 2 PRODUCTS2.1 MATERIALS2.1.1 Hot-Rolled Carbon Steel2.1.2 Cold-Rolled Carbon Steel2.1.3 Galvanized Steel2.2 DETENTION H
3、OLLOW METAL DOORS AND FRAMES2.2.1 Door Fabrication2.2.2 Door and View Window Frame Fabrication2.2.3 Door Reinforcement for Hardware2.2.4 Frame Reinforcement for Hardware2.2.5 Factory Finishing2.3 ACCESS PANELS2.4 OPENING PROVISION2.5 SOURCE QUALITY CONTROLPART 3 EXECUTION3.1 INSTALLATION3.1.1 Door S
4、chedule3.1.2 Frames3.1.3 Doors3.1.4 Access Panels3.2 ADJUSTMENT AND CLEANING- End of Section Table of Contents -SECTION 08 34 63 Page 1Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-*USACE / NAVFAC / AFCESA / NASA UFGS-08 34 63 (May 2011)-Preparing
5、Activity: NAVFAC SupersedingUFGS-08 34 63 (April 2006)UFGS-11193 (September 1999)UNIFIED FACILITIES GUIDE SPECIFICATIONSReferences are in agreement with UMRL dated April 2011*SECTION 08 34 63DETENTION HOLLOW METAL FRAMES, DOORS, AND DOOR FRAMES05/11*NOTE: This guide specification covers the requirem
6、ents for detention hollow frames, metal doors and door frames for use in brigs and detention facilities in locations where prisoners may have access.Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project sp
7、ecification 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 required in respective project, whether or not bracke
8、ts are present.Comments, suggestions and recommended changes for this guide specification are welcome and should be submitted as a Criteria Change Request (CCR).*NOTE: The following information shall be shown on the project drawings:1. Sizes of door or view window, speaking port, louver, view port a
9、nd food pass, if any, openings, thicknesses of doors, swings, and travels of doors.2. Indicate detention hollow metal doors as “Sec. Holl. Mtl.“ or “SHM“ and show that the term means “Detention Hollow Metal Doors and Frames,“ in a schedule of abbreviations.3. The size of wall or partition where door
10、 is to be located.SECTION 08 34 63 Page 2Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-4. Type and thickness of glazing required.5. Method, type, and spacing required for anchoring frames to adjoining construction.6. Include a complete door schedul
11、e. The door schedule should assign a separate number for each opening and should indicate the door type and style, material, design, size, thickness, hardware set number, threshold material, if any.*PART 1 GENERAL1.1 REFERENCES*NOTE: This paragraph is used to list the publications cited in the text
12、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.Use the Reference Wizards Check Reference feature when you add a RID outside of the Sections Reference Article to automaticall
13、y 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 automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print p
14、rocess.*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 only.ASTM INTERNATIONAL (ASTM)ASTM A1008/A1008M (2010) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural,
15、 High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake HardenedASTM A1011/A1011M (2010) Standard Specification for Steel, Sheet, and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formabili
16、ty and Ultra-High StrengthASTM A653/A653M (2010) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip ProcessSECTION 08 34 63 Page 3Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-AS
17、TM G 60 (2001; R 2007) Conducting Cyclic Humidity ExposuresNATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)NAAMM HMMA 863 (2004) Guide Specifications for Detention Security Hollow Metal Doors and Frames1.2 SUBMITTALS*NOTE: Review submittal description (SD) definitions in Section 01
18、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 approval. Some submittals a
19、re 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 requiring Government approv
20、al 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 District Office (Engineering Di
21、vision 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 NASA projects, or choose th
22、e 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“ designation identifies the office tha
23、t will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:SD-02 Shop DrawingsDetention hollow metal doors and framesSubmit details at not less than 1/4 full size for each frame type, and elevations of door design type at
24、 1:50 3/8 inch equals one footminimum, show conditions at openings, details of SECTION 08 34 63 Page 4Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-construction, location and installation requirements of finish hardware and reinforcements, and deta
25、ils of joints and connections. Indicate fabrication, erection, anchorage, and accessory items.Submit a schedule listing the location of each door and frame using indicated reference numbers for details and openings shown.SD-03 Product DataDetention hollow metal doors and framesSubmit manufacturers m
26、aterial and fabrication specifications.SD-06 Test ReportsDoor fabricationPrior to fabrication, submit test report for reinforced flush door of the type to be provided on this project.1.3 DELIVERY, STORAGE, AND HANDLINGDeliver hollow metal work with packaging to provide protection during transit and
27、job storage as recommended by the manufacturer. Door frames shall be provided with steel spreader angles, temporarily attached to the bottom of both jambs, one on each side of the opening to serve as a brace during shipping and handling. Inspect hollow metal work upon delivery for damage. Store holl
28、ow metal units on raised platforms in vertical positions with blocking between units to allow air circulation. Keep stored material covered and protected from damage and rust. Do not cover with plastic or unvented canvas.1.4 HARDWARE COORDINATION CONFERENCE*NOTE: The conference is to ensure that the
29、 coordination takes place.*Conduct a conference for hardware and hollow metal work prior to submittals for the purpose of coordinating the interface of materials that are furnished by the participants listed. Require that a representative of the entity responsible for each of the following functions
30、 attend the conference. Notify the following participants a minimum of 5 working days before the conference:a. Contractorb. Hollow metal supplier and installerc. Detention hollow metal supplier and installerd. Hardware suppliere. Hardware installerf. Detention hardware supplierSECTION 08 34 63 Page
31、5Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-g. Detention hardware installerh. Remote control operator and locking device supplier and installeri. Electrical contractor.PART 2 PRODUCTS2.1 MATERIALS2.1.1 Hot-Rolled Carbon SteelASTM A1011/A1011M, c
32、ommercial quality, 14 gage and thicker.2.1.2 Cold-Rolled Carbon SteelASTM A1008/A1008M, commercial quality, stretcher level sheets, 12 gage.2.1.3 Galvanized SteelASTM A653/A653M, CQ, mill phosphatized tested by ASTM G 60.2.2 DETENTION HOLLOW METAL DOORS AND FRAMES2.2.1 Door Fabrication*NOTE: Refer t
33、o architectural door schedule on drawing for all pertinent information about doors, door frames, and security hardware set numbers.*a. Provide doors fabricated of cold rolled, pickled and oiled stretcher leveled steel sheets with clean smooth surfaces. Gages shall be as indicated for each type of do
34、or. Form molded members straight with joints coped or mitered, and in true alignment. Welded joints on exposed surfaces shall be dressed smooth, to be invisible. Doors shall be custom made full flush design, internally reinforced, sound deadened and insulated, 50 mm 2 inches thick to receive detenti
35、on locks, of the elevations, types and sizes shown on the approved shop drawings and schedules.b. Face sheets shall be mild steel fully welded on edges with continuous inner-reinforcements full height and width. Provide internally 10 gage steel channel banding around complete door perimeter, spot we
36、lded to face sheet 75 mm 3 inches on center. Inner reinforcements shall be truss design with triangular form, or interlocking channels with “Z“ bar stiffeners, the shape of which cannot be altered without changing the length of the sides. Flat apexes shall be resistance spot welded on70 mm 2 3/4 inc
37、hes centers horizontally and 75 mm 3 inchescenters vertically. Insulate each flute of reinforcement with 96 kg/cubic meter6 pound density rock wool.c. Bevel vertical door edges 3 mm in 50 mm 1/8 inch in 2 inches and internally reinforced full length with 3 mm 1/8 inch thick steel channels spot welde
38、d not over 75 mm 3 inches on center inside both door faces. Close top and bottom door edges with continuous recessed 10 gage channels extending the full width of the door and welded 75 mm 3 inches on center maximum to both faces and continuously welded to the SECTION 08 34 63 Page 6Provided by IHSNo
39、t for ResaleNo reproduction or networking permitted without license from IHS-,-,-vertical door edge channels to form a single perimeter frame inside the door. Top and bottom edges of doors shall be finished flush, except for provisions for weatherproofing. Mortise, reinforce, drill and tap door edge
40、s to receive templated specified hardware in accordance with the approved hardware schedule and the hardware manufacturers recommendations for the proper installation of hardware and detention equipment.d. Clearances shall be coordinated with frame and in accordance with NAAMM HMMA 863, Part 2, Sect
41、ion 2.02.e. Doors shall be free from warpage, wind or buckle. Bends shall be of minimum radius for the gage of metal used.f. The removable glass stop shall consist of 10 gage angle securely fastened to the frame using machine screws ( 6 mm 1/4 inch #20UNRC: 25 mm at 150 mm one inch at 6 inches on ce
42、nter and no more than 100 mm 4 inches from corners). Exposed screw heads shall be button head type, and shall be torx fitting tamperproof. The finished glass stop shall be tight fitting and mitered at the corner joints. There shall be a minimum 25 mm one inch glass engagement.2.2.2 Door and View Win
43、dow Frame Fabricationa. Custom-made, fully assembled, factory-welded units of the size and shapes shown on the approved shop drawings. “Knock-down“ frames will not be accepted. Coordinate frame dimension to thickness of door or glass.b. Strong, rigid, neat in appearance, and free from defects. Frame
44、 members shall be clean cut, straight, and of uniform profile.c. Form frames to provide mitered trim and butted stops. Join head and jamb members by continuous welds occupying the full depth and width of the frame. Grind exposed welds smooth and flush.d. When frames are for door light or food pass,
45、fabricate members as closed tubular shapes having no visible seams or joints on exposed surfaces. Grind exposed welds smooth and flush.e. Frames over 1200 mm 4 feet wide installed in masonry partitions shall have a channel stiffener not less than 13 gage welded into the head at the factory.f. Protect cutouts and reinfo
