1、06-01-12 08 11 13-1 SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES MODIFICATION 06-01-12 UPDATE OF STANDARDS Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-2 SECTION 08 11 13 HOLLOW METAL DOORS AND FRAMES SPEC WRITER NOTE: 1. Delet
2、e between /-/ if not applicable to project. Also delete any other item or paragraph not applicable in the section and insert additional items required by project and renumber paragraphs. Identify all frames by types. Verify that drawings show the required doors and frames. 2. See VA Physical Securit
3、y Design Manual for security requirements. PART 1 - GENERAL 1.1 DESCRIPTION A. This section specifies steel doors, steel frames and related components. B. Terms relating to steel doors and frames as defined in ANSI A123.1 and as specified. 1.2 RELATED WORK A. Frames fabricated of structural steel: S
4、ection 05 50 00, METAL FABRICATIONS. B. Aluminum frames entrance work: Section 08 41 13, ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS. C. Doors and frames of a forced entry/ballistic resistant rated: Section 08 34 53, SECURITY DOORS AND FRAMES. D. Overhead doors including loading docks: Section 08 33 0
5、0, COILING DOORS AND GRILLES. E. Windows and frames of a forced entry/ballistic resistant rated: Section 08 56 53, SECURITY WINDOWS. F. Door Hardware: Section 08 71 00, DOOR HARDWARE. G. Glazing and ballistic rated glazing: Section 08 80 00, GLAZING. H. Package transfer boxes: Section 11 17 36, PACK
6、AGE TRANSFER UNITS. I. Steel mesh partitions, doors, service windows and hardware: Section 10 22 13, WIRE MESH PARTITIONS. J. Vault doors and day gates including frame and hardware: Section 08 34 59, VAULT DOORS AND DAY GATES. K. Deal trays of a Forced Entry/Ballistic Resistant rating: Section 08 56
7、 59, SERVICE AND TELLER WINDOW UNITS. L. Guard Booths: Section 13 34 19, METAL BUILDING SYSTEMS. M. Card readers and biometric devices: Section 28 13 00, ACCESS CONTROL. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-3 N. Intrusion
8、 Alarm: Section 28 16 11, INTRUSION DETECTION SYSTEM. O. Security Monitors: Section 28 51 00, SECURITY CONTROL CENTER. 1.3 TESTING An independent testing laboratory shall perform testing. 1.4 SUBMITTALS A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. Manuf
9、acturers Literature and Data: 1. Fire rated doors and frames, showing conformance with NFPA 80 and Underwriters Laboratory, Inc., or Intertek Testing Services or Factory Mutual fire rating requirements / and temperature rise rating for stairwell doors. Submit proof of temperature rating /. 2. Sound
10、rated doors, including test report from Testing Laboratory. 1.5 SHIPMENT A. Prior to shipment label each door and frame to show location, size, door swing and other pertinent information. B. Fasten temporary steel spreaders across the bottom of each door frame. 1.6 STORAGE AND HANDLING A. Store door
11、s and frames at the site under cover. B. Protect from rust and damage during storage and erection until completion. 1.7 APPLICABLE PUBLICATIONS A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in the text by the basic designation on
12、ly. B. Federal Specifications (Fed. Spec.): L-S-125B . Screening, Insect, Nonmetallic C. Door and Hardware Institute (DHI): A115 Series Steel Door and Frame Preparation for Hardware, Series A115.1 through A115.17 (Dates Vary) D. Steel Door Institute (SDI): 113-01 . Thermal Transmittance of Steel Doo
13、r and Frame Assemblies 128-09 . Acoustical Performance for Steel Door and Frame Assemblies A250.8-03 (R2008) Standard Steel Doors and Frames Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-4 E. American Society for Testing and Mater
14、ials (ASTM): A167-99(R2009) . Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip A568/568-M-11 Steel, Sheet, Carbon, and High-Strength, Low-alloy, Hot-Rolled and Cold-Rolled A1008-10 . Steel, sheet, Cold-Rolled, Carbon, Structural, High Strength Low Alloy and High Strength Lo
15、w Alloy with Improved Formability B209/209M-07 . Aluminum and Aluminum-Alloy Sheet and Plate B221/221M-08 . Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles and Tubes D1621-10 . Compressive Properties of Rigid Cellular Plastics D3656-07 . Insect Screening and Louver Cloth Woven from V
16、inyl Coated Glass Yarns E90-09 . Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions F. The National Association Architectural Metal Manufactures (NAAMM): Metal Finishes Manual (AMP 500-06) G. National Fire Protection Association (NFPA): 80-10 Fire Doors and Fire Window
17、s H. Underwriters Laboratories, Inc. (UL): Fire Resistance Directory I. Intertek Testing Services (ITS): Certifications ListingsLatest Edition J. Factory Mutual System (FM): Approval Guide PART 2 - PRODUCTS SPEC WRITER NOTE: Make material requirements agree with applicable requirements specified in
18、the referenced Applicable Publications. Update and specify only that which applies to the project. 2.1 MATERIALS A. Stainless Steel: ASTM A167, Type 302 or 304; finish, NAAMM Number 4. B. Sheet Steel: ASTM A1008, cold-rolled for panels (face sheets) of doors. C. Anchors, Fastenings and Accessories:
19、Fastenings anchors, clips connecting members and sleeves from zinc coated steel. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-5 D. Insect Screening: ASTM D3656, 18 by 18 regular mesh. E. Aluminum Sheet: ASTM B209/209M. F. Aluminu
20、m, Extruded: ASTM B221/221M. G. Prime Paint: Paint that meets or exceeds the requirements of A250.8. SPEC WRITER NOTES: 1. Model designations used are as follows: Models 2: Full flush seamless design. Model 3: Stile consist of two sheets of 1 mm (0.042 inch) thick steel with a resilient separator, n
21、ominally 9 mm (3/8 inch) thick, interlocked into the stiles and rails. SPEC WRITER NOTE: Verify all head, jamb and sill profiles are detailed and special conditions are detailed for all frames or specified. 2.3 METAL FRAMES A. General: 1. SDI A250.8, 1.3 mm (0.053 inch) thick sheet steel, types and
22、styles as shown or scheduled. 2. Frames for exterior doors: Fabricate from 1.7 mm (0.067 inch) thick galvanized steel conforming to ASTM A525. 3. Frames for labeled fire rated doors / and windows /. a. Comply with NFPA 80. Test by Underwriters Laboratories, Inc., Inchcape Testing Services, or Factor
23、y Mutual. b. Fire rated labels of approving laboratory permanently attached to frames as evidence of conformance with these requirements. Provide labels of metal or engraved stamp, with raised or incised markings. 4. Frames for lead-lined doors: SPEC WRITER NOTE: See VA Standard Detail 08110-3.DWG.
24、a. Frames for doors 900 mm (3 feet) or less in width and having lead lining of 1 mm or less in thickness, and not shown to have structural steel supports: Minimum 1.7 mm (0.067 inch) thick. b. Frames for doors over 900 mm (3 feet) in width or having lead-lining more than 1 mm in thickness shown to b
25、e supported by and attached to structural steel subframes: Minimum 1.3 mm (0.053 inch) thick. c. Lead-lining and its application are specified in Section 13 49 00, RADIATION PROTECTION. 5. Frames for detention door (Type 22): Minimum 2 mm (0.093 inch) thick. 6. Frames for doors specified to have aut
26、omatic door operators; Security doors (Type 36); service window: minimum 1.7 mm (0.067 inch) thick. 7. Knocked-down frames are not acceptable. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-9 B. Reinforcement and Covers: 1. SDI A25
27、0.8 for, minimum thickness of steel reinforcement welded to back of frames. 2. Provide mortar guards securely fastened to back of hardware reinforcements except on lead-lined frames. SPEC WRITER NOTE: Concealed door closers are generally limited to corridor doors to patient operating rooms. /3. Wher
28、e concealed door closers are installed within the head of the door frames, prepare frames for closers and provide 1 mm (0.042 inch) thick steel removable stop sections for access to concealed face plates and control valves, except when cover plates are furnished with closer. / SPEC WRITER NOTE: Omit
29、 following paragraph when the building is a Research Laboratory, Mechanical or Electrical Building or any other non-patient building. If the project consists of patient and non-patient buildings, list non-patient building separately in blank spaces below. 150 mm (6 inch) maximum cut off is allowed f
30、or label doors. C. Terminated Stops: SDI A250.8. D. Glazed Openings / and / Panel Opening /: a. Integral stop on exterior, corridor, or secure side of door. b. Design rabbet width and depth to receive glazing material or panel shown or specified. SPEC WRITER NOTE: Two piece frames are not used excep
31、t for formed openings where frame is not pre-set in concrete, masonry walls, or in existing construction, and where sill sections occur under panel or glazed areas. Verify that details do not conflict. E. Two piece frames: a. One piece unequal leg finished rough buck sub-frames as shown, drilled for
32、 anchor bolts. b. Unequal leg finished frames formed to fit subframes and secured to subframe legs with countersunk, flat head screws, spaced 300 mm (12 inches) on center at head and jambs on each side. c. Preassemble at factory for alignment. Provided by IHSNot for ResaleNo reproduction or networki
33、ng permitted without license from IHS-,-,-06-01-12 08 11 13-10 F. Frame Anchors: 1. Floor anchors: a. Where floor fills occur, provide extension type floor anchors to compensate for depth of fill. b. At bottom of jamb use 1.3 mm (0.053 inch) thick steel clip angles welded to jamb and drilled to rece
34、ive two 6 mm (1/4 inch) floor bolts. Use 50 mm x 50 mm (2 inch by 2 inch) 9 mm by (3/8 inch) clip angle for lead lined frames, drilled for 9 mm (3/8 inch) floor bolts. c. Where mullions occur, provide 2.3 mm (0.093 inch) thick steel channel anchors, drilled for two 6 mm (1/4 inch) floor bolts and fr
35、ame anchor screws. d. Where sill sections occur, provide continuous 1 mm (0.042 inch) thick steel rough bucks drilled for 6 mm (1/4 inch) floor bolts and frame anchor screws. Space floor bolts at 50 mm (24 inches) on center. 2. Jamb anchors: a. Locate anchors on jambs near top and bottom of each fra
36、me, and at intermediate points not over 600 mm (24 inches) apart, / except for fire rated frames space anchors as required by labeling authority /. b. Form jamb anchors of not less than 1 mm (0.042 inch) thick steel unless otherwise specified. c. Anchors set in masonry: Use adjustable anchors design
37、ed for friction fit against the frame and for extension into the masonry not less than 250 mm (10 inches). Use one of following type: 1) Wire loop type of 5 mm (3/16 inch) diameter wire. 2) T-shape or strap and stirrup type of corrugated or perforated sheet steel. d. Anchors for stud partitions: Eit
38、her weld to frame or use lock-in snap-in type. Provide tabs for securing anchor to the sides of the studs. e. Anchors for frames set in prepared openings: 1) Steel pipe spacers with 6 mm (1/4 inch) inside diameter welded to plate reinforcing at jamb stops or hat shaped formed strap spacers, 50 mm (2
39、 inches) wide, welded to jamb near stop. 2) Drill jamb stop and strap spacers for 6 mm (1/4 inch) flat head bolts to pass thru frame and spacers. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-11 3) Two piece frames: Subframe or ro
40、ugh buck drilled for 6 mm (1/4 inch) bolts. f. Anchors for observation windows and other continuous frames set in stud partitions. 1) In addition to jamb anchors, weld clip anchors to sills and heads of continuous frames over 1200 mm (4 feet) long. 2) Anchors spaced 600 mm (24 inches) on centers max
41、imum. g. Modify frame anchors to fit special frame and wall construction and provide special anchors where shown or required. 2.4 TRANSOM PANELS A. Fabricate panels as specified for flush doors. B. Fabricate bottom edge with rabbet stop to fit top of door where no transom bar occurs. 2.5 LOUVERS A.
42、General: 1. Sight proof type with stationary blades the full thickness of the door. 2. Design lightproof louvers to exclude passage of light but permit free ventilation. 3. Provide insect screen and wire guards at exterior doors, except where doors are located below completely enclosed areaways, the
43、 wire guard is not required. B. Fabrication: 1. Steel louvers 0.8 mm (0.032 inch) thick for interior doors, and 1.3 mm (0.053 inch) inch thick for exterior doors. 2. Fabricate louvers as complete units. Install in prepared cutouts in doors. 3. Weld stationary blades to frames. Weld louvers into door
44、 openings. C. Screen frames: 1. Frame of either extruded aluminum or tubular aluminum. 2. Fabricate frame to hold wire fabric in a channel with a retaining bar anchor and to mount on surface of door with screws. 3. Do not lap frame over louver opening. 4. Miter corners of frame members and join by c
45、oncealed mechanical fastenings extending about 57 mm (2-1/4 inches) into ends of each member. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-06-01-12 08 11 13-12 5. Drill frame and doors for screw attachment. Space screws 50 mm (2 inches) from end o
46、f each leg of frame and not over 300 mm (12 inches) on center between end screws. 6. Finish: Clear anodized finish, 0.4 mils thick. 7. Insect Screens: Fasten insect screens to interior side of doors with retaining bar against door and not exposed to view. 8. Wire Guards: a. Wire fabric shall be wire
47、 guard screen as specified. b. Fasten wire guard to exterior side of door with retaining bar against door and not exposed to view. 2.6 SHOP PAINTING SDI A250.8. PART 3 - EXECUTION 3.1 INSTALLATION A. Plumb, align and brace frames securely until permanent anchors are set. 1. Use triangular bracing ne
48、ar each corner on both sides of frames with temporary wood spreaders at midpoint. 2. Use wood spreaders at bottom of frame if the shipping spreader is removed. 3. Protect frame from accidental abuse. 4. Where construction will permit concealment, leave the shipping spreaders in place after installat
49、ion, otherwise remove the spreaders after the frames are set and anchored. 5. Remove wood spreaders and braces only after the walls are built and jamb anchors are secured. B. Floor Anchors: 1. Anchor the bottom of door frames to floor with two 6 mm (1/4 inch) diameter expansion bolts. Use 9 mm (3/8 inch) bolts on lead lined frames. 2. Power actuated
