36C25622R0030 081113 Hollow Metal Doors and Frames.doc
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- Z2FB--Biloxi MATOC-Seed Project Project #520-22-122 FCA Corrections BLDG 17 - 36C25622R0030
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- 520-22-122
About this file
This document contains a technical specification for hollow metal doors and frames required for a federal construction project. The specification details material and fabrication requirements for steel doors, frames, and related components to be installed at the Biloxi MATOC Seed Project for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16. Products must meet standards for fire ratings, security, acoustics, and thermal performance. Steel, aluminum, fasteners, anchors, and accessories must conform to specifications. Doors and frames will be shop painted prior to installation.
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SECTION 08 11 13
HOLLOW METAL DOORS AND FRAMES
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.
NOT USED
1.3 TESTING
A. 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.
Manufacturers Literature and Data:
1.
Fire rated doors and frames, showing conformance with NFPA 80 and Underwriters Laboratory, Inc., or Inchcape Testing Services or Factory Mutual fire rating requirements.
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 doors 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 only.
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):
113-1979 Apparent Thermal Performance for Steel Door and Frame Assemblies
114-1979 Acoustical Performance for Steel Door and Frame Assemblies
A250.8-98 Standard Steel Doors and Frames
E.
American Society for Testing and Materials (ASTM):
A167-99 Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip
A568/568-M-03 Steel, Sheet, Carbon, and High-Strength, Low-alloy, Hot-Rolled and Cold-Rolled
A1008-04 Steel, sheet, Cold-Rolled, Carbon, Structural, High Strength Low Alloy and High Strength Low Alloy with Improved Formability
B209/209M-02 Aluminum and Aluminum-Alloy Sheet and Plate
B221/221M-02 Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles and Tubes
D1621‑00 Compressive Properties of Rigid Cellular Plastics
D3656-97 Insect Screening and Louver Cloth Woven from Vinyl Coated Glass Yarns
E90‑02 Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions
F.
The National Association Architectural Metal Manufactures (NAAMM):
Metal Finishes Manual (1988 Edition)
G.
National Fire Protection Association (NFPA):
80‑99 Fire Doors and Fire Windows
H.
Underwriters Laboratories, Inc. (UL):
Fire Resistance Directory
I.
Inchcape Testing Services (ITS):
Certifications Listings…Latest Edition
J.
Factory Mutual System (FM):
Approval Guide
PART 2 ‑ PRODUCTS
2.1 MATERIALS
A.
Sheet Steel: ASTM A1008, cold‑rolled for panels (face sheets) of doors.
B.
Anchors, Fastenings and Accessories: Fastenings anchors, clips connecting members and sleeves from zinc coated steel.
C.
Insect Screening: ASTM D3656, 18 by 18 regular mesh.
D.
Aluminum Sheet: ASTM B209/209M.
E.
Aluminum, Extruded: ASTM B221/221M.
F.
Prime Paint: Paint that meets or exceeds the requirements of A250.8.
2.2 FABRICATION GENERAL
A.
GENERAL:
1.
Follow SDI A250.8 for fabrication of standard steel doors, except as specified otherwise. Doors to receive hardware specified in Section 08 71 00, Door Hardware. Tolerances as per SDI A250.8. Thickness, 44 mm (1-3/4 inches), unless otherwise shown.
2.
Close top edge of exterior doors flush and seal to prevent water intrusion.
3.
When vertical steel stiffeners are used for core construction, fill spaces between stiffeners with mineral fiber insulation.
B.
Heavy Duty Doors: SDI A250.8, Level 2, Model 2 of size and design shown. Core construction types a, d, or f, for interior doors, and, types b, c, e, or f, for exterior doors.
C.
Extra Heavy Duty Doors: SDI A250.8, Level 3, Model 2 of size and design shown. Core construction Types d or f, for interior doors, and types b, c, e, or f, for exterior doors. Use for security doors at pharmacy cache.
D.
Smoke Doors
1.
Close top and vertical edges flush.
2.
Provide seamless vertical edges.
3.
Apply Steel astragal to the meeting style at the active leaf of pair of doors or double egress doors.
4.
Provide clearance at head, jamb and sill as specified in NFPA 80.
E.
Fire Rated Doors (Labeled):
1.
Conform to NFPA 80 when tested by Underwriters Laboratories, Inc., Inchcape Testing Services, or Factory Mutual for the class of door or door opening shown.
2.
Fire rated labels of metal, with raised or incised markings of approving laboratory shall be permanently attached to doors.
3.
Close top and vertical edges of doors flush. Vertical edges shall be seamless. Apply steel astragal to the meeting stile of the active leaf of pairs of fire rated doors, except where vertical rod exit devices are specified for both leaves swinging in the same direction.
2.3 METAL FRAMES
A.
General:
1.
SDI A250.8, 1.3 mm (0.053 inch) thick sheet steel, types and 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 a.
Comply with NFPA 80. Test by Underwriters Laboratories, Inc., Inchcape Testing Services, or Factory 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 doors specified to have automatic door operators, minimum 1.7 mm (0.067 inch) thick.
5.
Knocked‑down frames are not acceptable.
B.
Reinforcement and Covers:
1.
SDI A250.8 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.
C.
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.
D.
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 receive 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 frame 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 frame, 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 designed 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: Either 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 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.
3) Two piece frames: Subframe or rough 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 maximum.
g.
Modify frame anchors to fit special frame and wall construction and provide special anchors where shown or required.
2.4 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 near 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 installation, 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 drive pins may be used to secure frame anchors to concrete floors.
C.
Jamb Anchors:
1.
Anchors in masonry walls: Embed anchors in mortar. Fill space between frame and masonry wall with grout or mortar as walls are built.
2.
Coat frame back with a bituminous coating prior to lining of grout filling in masonry walls.
3.
Secure anchors to sides of studs with two fasteners through anchor tabs. Use steel drill screws to steel studs.
4.
Frames set in prepared openings of masonry or concrete: Expansion bolt to wall with 6 mm (1/4 inch) expansion bolts through spacers. Where subframes or rough bucks are used, 6 mm (1/4 inch) expansion bolts on 600 mm (24 inch) centers or power activated drive pins 600 mm (24 inches) on centers. Secure two piece frames to subframe or rough buck with machine screws on both faces.
D.
Install anchors for labeled fire rated doors to provide rating as required.
3.2 INSTALLATION OF DOORS AND APPLICATION OF HARDWARE
Install doors and hardware as specified in Section 08 11 13, 08 14 00 and 08 71 00.
‑ ‑ ‑ E N D ‑ ‑ ‑
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