0004 - 596-22-700 Spec Section 08 11 13 Revisions.pdf

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Y1DA--EHRM Infrastructure Upgrades Construction Lexington - Leestown, KY 596-22-700
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36C77625B0040
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This document is a technical specification section (08 11 13) for Hollow Metal Doors and Frames for the EHRM Infrastructure Upgrades project at the Sousley VA Campus in Lexington, Kentucky. The specification details requirements for interior hollow metal door frames for wood doors, with specific performance criteria including fire rating, smoke control, and blast resistance. Key technical requirements include using 1.3 mm thick sheet steel for interior frames, compliance with ANSI A250.8 standards, and blast resistance specifications such as a 50-foot standoff distance, a minimum 14-gauge metal thickness, and frame rotation limitations. The document also specifies installation methods, including proper anchoring techniques for masonry and metal-framed walls, barrier coating application, and post-installation cleaning and protection procedures.

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VA 596-22-700 | EHRM Infrastructure Upgrades

Sousley VA Campus - Lexington, KY

Bid Documents – Addendum 01

01-01-21

08 11 13 - 1

HOLLOW METAL DOORS AND FRAMES

SECTION 08 11 13

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Hollow metal door frames for wood doors at interior locations.

1.2 RELATED WORK

A. Section 08 71 00, DOOR HARDWARE: Door Hardware:

B. Card Readers and Biometric Devices: Section 28 13 00, PHYSICAL ACCESS

CONTROL SYSTEM.

C. Security Monitors: Section 28 23 00, VIDEO SURVEILLANCE.

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. American National Standard Institute (ANSI):

A250.8-2014.............Standard Steel Doors and Frames

C. ASTM International (ASTM):

A240/A240M-15b..........Chromium and Chromium-Nickel Stainless Steel

Plate, Sheet, and Strip for Pressure Vessels and for General Applications

A653/A653M-15...........Steel Sheet, Zinc-Coated (Galvanized) or

Zinc-Iron Alloy-Coated (Galvannealed) by the

Hot-Dip

A1008/A1008M-15.........Steel, Sheet, Cold-Rolled, Carbon, Structural, High Strength Low Alloy and High Strength Low

Alloy with Improved Formability, Solution

Hardened, and Bake Hardenable

B209-14.................Aluminum and Aluminum-Alloy Sheet and Plate

B209M-14................Aluminum and Aluminum-Alloy Sheet and Plate

(Metric)

B221-14.................Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

B221M-13................Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

D3656/D3656M-13.........Insect Screening and Louver Cloth Woven from

Vinyl Coated Glass Yarns

08 11 13 - 2

E90-09..................Laboratory Measurement of Airborne Sound

Transmission Loss of Building Partitions and

Elements

D. Federal Specifications (Fed. Spec.):

L-S-125B................Screening, Insect, Nonmetallic

E. Master Painters Institute (MPI):

No. 18..................Primer, Zinc Rich, Organic

F. National Association of Architectural Metal Manufacturers (NAAMM):

AMP 500-06..............Metal Finishes Manual

G. National Fire Protection Association (NFPA):

80-16...................Fire Doors and Other Opening Protectives

H. UL LLC (UL):

10C-09..................Positive Pressure Fire Tests of Door Assemblies

1784-15.................Air Leakage Tests of Door Assemblies and Other

Opening Protectives

I. Department of Veterans Affairs

VA Physical Security and Resiliency Design Manual October 1, 2020

1.4 SUBMITTALS

A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

B. Submittal Drawings:

1. Show size, configuration, and fabrication and installation details.

C. Manufacturer's Literature and Data:

1. Description of each product.

2. Include schedule showing each door and frame requirements, fire label and smoke control label for openings.

3. Installation instructions.

D. Test reports: Certify each product complies with specifications.

E. Qualifications: Substantiate qualifications comply with specifications.

1. Manufacturer with project experience list.

F. Blast Design Calculations.

1. Submit calculations for review and approval prepared by qualified blast consultant, with a minimum of 5 years of experience in design of blast resistant window systems, verifying door assembly including anchors comply with specified blast resistance performance. The magnitudes of the design threats W1, W2 and GP1, GP2 are defined in

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08 11 13 - 3 the Physical Security and Resiliency Design Standards Data

Definitions which is a document separate from the referenced VA

Security and Resiliency Design Manual. The Physical Security and

Resiliency Design Standards Data Definitions are provided on a need to know basis by the structural blast specialist performing the blast design on VA projects. It is the responsibility of the delegated engineer responsible for the design of blast resistant doors to request and obtain the Physical Security and Resiliency

Design Data Standard Data Definitions from the VA Office of

Construction and Facilities Management (CFM). Any associated delays or increased costs due to failure to obtain this information will be borne by the contractor.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. Regularly manufactures specified products.

2. Manufactured specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

1.6 DELIVERY

A. Fasten temporary steel spreaders across the bottom of each door frame before shipment.

B. Deliver products in manufacturer's original sealed packaging.

C. Mark packaging, legibly. Indicate manufacturer's name or brand, type, production run number, and manufacture date.

D. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

1.7 STORAGE AND HANDLING

A. Store products indoors in dry, weathertight facility.

B. Protect products from damage during handling and construction operations.

1.8 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

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08 11 13 - 4

PART 2 - PRODUCTS

2.1 SYSTEM PERFORMANCE

A. Design hollow metal doors and frames complying with specified performance:

1. Fire Doors and Frames: UL 10C; NFPA 80 labeled.

a. Fire Ratings: See drawings.

2. Smoke Control Doors and Frames: UL 1784; NFPA 80 labeled, maximum

0.15424 cubic meter/second/square meter (3.0 cubic feet/minute/square foot) at 24.9 Pa (0.10 inches water gauge) pressure differential.

3. Blast Resistant Doors: Door, Frame and Anchorage:

a. Standoff Distance: 50 feet (Mission Critical Protected)

b. Design Threat W1 at the standoff distance not to exceed pressure and impulse associated with GP2 threat for Mission Critical

Protected buildings.

c. Frame Rotation not to exceed L/40 (Mission Critical Protected) while experiencing design level pressure and impulse.

d. Glazing: Glazing shall meet the blast requirements shown in

Specification 08 80 00.

e. Minimum gauge of metal used on blast resistant doors shall be 14 gauge.

2.2 MATERIALS

A. Sheet Steel: ASTM A1008/A1008M, cold-rolled.

B. Aluminum Sheet: ASTM B209M (ASTM B209).

C. Aluminum Extrusions: ASTM B221M (ASTM B221).

2.3 PRODUCTS - GENERAL

A. Provide hollow metal doors and frames from one manufacturer.

2.4 HOLLOW METAL FRAMES

A. Hollow Metal Frames: ANSI A250.8; face welded. See drawings for sizes and designs.

1. Interior Frames:

a. Wood Doors: 1.3 mm (0.053 inch) thick.

B. Frame Materials:

1. Interior Frames: Sheet steel.

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08 11 13 - 5

2.5 FABRICATION

A. Hardware Preparation: ANSI A250.8; for hardware specified in Section

08 71 00, DOOR HARDWARE.

B. Hollow Metal Frame Fabrication:

1. Concealed Closers in Head Frame: 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.

2. Terminated Stops: ANSI A250.8.

3. Frame Anchors:

a. Jamb anchors:

1) Place anchors on jambs:

a) Near top and bottom of each frame.

b) At intermediate points at maximum 600 mm (24 inches) spacing.

2) Form jamb anchors from steel minimum 1 mm (0.042 inch) thick.

3) Anchors set in masonry: Provide adjustable anchors designed for friction fit against frame and extended into masonry minimum 250 mm (10 inches). Provide one of following types:

a) Wire Loop Type: 5 mm (3/16 inch) diameter wire.

b) T-Shape type.

c) Strap and stirrup type: Corrugated or perforated sheet steel.

4) Anchors for stud partitions: Provide tabs for securing anchor to sides of studs. Provide one of the following:

a) Welded type.

b) Lock-in snap-in type.

2.6 FINISHES

A. Steel: ANSI A250.8; shop primed.

B. Finish exposed surfaces after fabrication.

2.7 ACCESSORIES

A. Primers: ANSI A250.8.

B. Barrier Coating: ASTM D1187/D1187M.

C. Welding Materials: AWS D1.1/D1.1M, type to suit application.

D. Clips Connecting Members and Sleeves: Match door faces.

E. Fasteners: stainless steel.

08 11 13 - 6

1. Metal Framing: Steel drill screws.

F. Anchors: Galvanized steel.

G. Galvanizing Repair Paint: MPI No. 18.

H. Insulation: Unfaced mineral wool.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

B. Protect existing construction and completed work from damage.

C. Apply barrier coating to metal surfaces in contact with cementitious materials to minimum 0.7 mm (30 mils) dry film thickness.

3.2 INSTALLATION - GENERAL

A. Install products according to manufacturer's instructions and approved submittal drawings.

1. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

2. Install fire doors and frames according to NFPA 80.

3. Install smoke control doors and frames according to NFPA 105.

3.3 FRAME INSTALLATION

A. Apply barrier coating to concealed surfaces of frames built into masonry.

B. Plumb, align, and brace frames 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 when shipping spreader is removed.

3. Where construction permits concealment, leave shipping spreaders in place after installation, otherwise remove spreaders when frames are set and anchored.

4. Remove wood spreaders and braces when walls are built and jamb anchors are secured.

C. Jamb Anchors:

1. Masonry Walls:

a. Embed anchors in mortar.

b. Fill space between frame and masonry with grout or mortar as walls are built.

08 11 13 - 7

2. Metal Framed Walls: Secure anchors to sides of studs with two fasteners through anchor tabs.

D. Touch up damaged factory finishes.

1. Repair galvanized surfaces with galvanized repair paint.

2. Repair painted surfaces with touch up primer.

3.4 CLEANING

A. Clean exposed door and frame surfaces. Remove contaminants and stains.

3.5 PROTECTION

A. Protect doors and frames from traffic and construction operations.

B. Remove protective materials immediately before acceptance.

C. Repair damage.

- - - E N D - - -

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