36C25218B0230-00002005.pdf

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695-15-116: Replace 3 Boilers Building 112, Milwaukee Federal contract opportunity
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36C25218B0230
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Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

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36C25218B0230 00002 S06 - A00002 - Amended Specification Section 08 11 13.pdf

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Text version

Clement J. Zablocki VA Medical Center

Milwaukee, Wisconsin 53295

Replace (3) Boilers Building 112

Bancroft Architects + Engineers

01-01-13

Contract No. VA69D-15-J-1908

Station Project No. 695-15-116

Bancroft-AE Project No. 14-101-06 08 11 13-1 10/13/2015

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. Frames fabricated of structural steel: Section 05 50 00, METAL

FABRICATIONS.

B. Overhead doors including loading docks: Section 08 33 00, COILING DOORS

AND GRILLES.

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

1.3 TESTING (NOT USED)

1.4 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

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

Amendment 002 - February 23, 2018

VHAMIWOsgooM Text Box Amendment #2

Replace (3) Boilers Building 112

Bancroft Architects + Engineers

01-01-13

Contract No. VA69D-15-J-1908

Station Project No. 695-15-116

Bancroft-AE Project No. 14-101-06 08 11 13-2 10/13/2015

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 (R2006)..........Thermal Transmittance of Steel Door and Frame

Assemblies

128-09..................Acoustical Performance for Steel Door and Frame

Assemblies

E. American National Standard Institute:

A250.8-2003 (R2008).....Specifications for Standard Steel Doors and

Frames

F. American Society for Testing and Materials (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 Low

Alloy with Improved Formability

B209/209M-10............Aluminum and Aluminum-Alloy Sheet and Plate

B221/221M-12............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

Vinyl Coated Glass Yarns

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

Transmission Loss of Building Partitions

G. The National Association Architectural Metal Manufactures (NAAMM):

Metal Finishes Manual (AMP 500-06)

H. National Fire Protection Association (NFPA):

80-13...................Fire Doors and Fire Windows

I. Underwriters Laboratories, Inc. (UL):

Fire Resistance Directory

Amendment 002 - February 23, 2018

VHAMIWOsgooM

Replace (3) Boilers Building 112

Bancroft Architects + Engineers

01-01-13

Contract No. VA69D-15-J-1908

Station Project No. 695-15-116

Bancroft-AE Project No. 14-101-06 08 11 13-3 10/13/2015

J. Intertek Testing Services (ITS):

Certifications Listings…Latest Edition

K. 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.

2.2 FABRICATION GENERAL

A. GENERAL:

1. Follow ANSI 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 ANSI A250.8.

Thickness, 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: ANSI A250.8, Level 2, Full flush seamless design of size and design shown. Core construction shall be kraft honeycomb bonded to both face sheets with adhesive.

Core

Construction

Type

Door Core

Description a Kraft honeycomb

2.3 METAL FRAMES

A. General:

1. ANSI A250.8, 18 gauge, hot-dipped galvanized steel, 0.053 inch thick sheet steel, types and styles as shown or scheduled.

2. Frames for exterior doors: Fabricate from 0.067 inch thick galvanized steel conforming to ASTM A924 and A653. Exterior frames shall be thermal break type units.

Amendment 002 - February 23, 2018

VHAMIWOsgooM

Replace (3) Boilers Building 112

Bancroft Architects + Engineers

01-01-13

Contract No. VA69D-15-J-1908

Station Project No. 695-15-116

Bancroft-AE Project No. 14-101-06 08 11 13-4 10/13/2015

B. Reinforcement and Covers:

1. ANSI A250.8 for, minimum thickness of steel reinforcement welded to back of frames.

2. Provide mortar guards securely fastened to back of hardware reinforcements.

C. Frame Anchors:

1. Floor anchors:

a. At bottom of jamb use 0.053 inch thick steel clip angles welded to jamb and drilled to receive two 1/4 inch floor bolts. Use 2 inch by 2 inch by 3/8 inch clip angle for lead lined frames, drilled for 3/8 inch floor bolts.

b. Refer to drawings for sill section detail.

2. Jamb anchors:

a. Locate anchors on jambs near top and bottom of each frame, and at intermediate points not over 24 inches apart.

b. Form jamb anchors of not less than 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 10 inches. Use one of following type:

1) Wire loop type of 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.

D. Frame Fill:

1. Grout fill all hollow metal frames.

2.4 TRANSOM PANELS (NOT USED)

2.5 LOUVERS (NOT USED)

2.6 SHOP PAINTING

A. ANSI A250.8.

Amendment 002 - February 23, 2018

VHAMIWOsgooM

Replace (3) Boilers Building 112

Bancroft Architects + Engineers

01-01-13

Contract No. VA69D-15-J-1908

Station Project No. 695-15-116

Bancroft-AE Project No. 14-101-06 08 11 13-5 10/13/2015

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 1/4 inch diameter expansion bolts. Use 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.

3.2 INSTALLATION OF DOORS AND APPLICATION OF HARDWARE

Install doors and hardware as specified in Sections Section 08 11 13, HOLLOW METAL DOORS AND FRAMES and Section 08 71 00, DOOR HARDWARE.

- - - E N D - - -

Amendment 002 - February 23, 2018

VHAMIWOsgooM

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