081113 hollow-metal doors and frame.doc

SECTION 08 11 13

HOLLOW‑METAl DOORS AND FRAMES

PART 1 – GENERAL

1.01 Related Documents

A.

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 Summary

A.

Section Includes:

1.

Standard type carbon‑steel hollow‑metal doors with flush faces.

2.

Standard type pressed carbon‑steel hollow‑metal doorframes.

3.

Preparation of doors and frames for hardware.

4.

Glazing stops and beads where glazed lites are indicated.

B.

Products Furnished But Not Installed Under This Section: The method(s) proposed in the Delegated Design Submittal for connecting the doorframe to the surrounding construction might require the Trade erecting the exterior masonry wall to set the proposed anchors. If so, furnish proposed anchors to the appropriate Trade along with specific instructions on required locations and method(s) of placement.

C.

Related Sections:

Section 04 00 01 – Masonry: Grouting of frames installed in masonry.

Section 08 14 16 – Flush Wood Doors.

Section 08 71 00 – Door Hardware: Installation of door hardware.

Section 08 80 00 – Glazing.

5.

Section 09 90 00 – Painting and Coating: Finish paint.

1.03

REFERENCES

Definitions:

Or approved equal = Products similar to those listed immediately above and equivalent in quality, function, durability, and longevity (as determined by the Contracting Officer).

B.

Reference Standards:

American National Standards Institute (ANSI):

a.

Recommended Specifications for Standard Steel Doors and Frames (ANSI A‑250.8‑98).

ASTM International:

Standard Specification for Steel Sheet, Zinc‑Coated (Galvanized) or Zinc‑Iron Alloy‑Coated (Galvannealed) by the Hot‑Dip Process (ASTM A‑653 / A‑653M‑00).

b.

Standard Specification for Steel, Sheet, Cold‑Rolled, Carbon, Structural, High‑Strength Low‑Alloy and High‑Strength Low‑Alloy with Improved Formability (ASTM A‑1008 / A‑1008M‑02).

c.

Standard Specification for Steel, Sheet and Strip, Hot‑Rolled, Carbon, Structural, High‑Strength Low‑Alloy and High‑Strength Low‑Alloy with Improved Formability (ASTM A‑1011 / A‑1011M‑02).

Society for Protective Coatings (SSPC): Paints and coatings from the latest edition of Systems and Specifications (SSPC Painting Manual, Volume Two), Cold‑Applied Asphalt Mastic (Extra Thick Film) (SSPC‑Paint 12).

Steel Door Institute (SDI):

Recommended Erection Instructions for Steel Frames (SDI 105‑82).

Recommended Standard Steel Doors and Frame Details (SDI 111‑00): Section C.

6.

United States Department of Defense (USDoD) Uniform Facilities Criteria (UFC): Minimum Antiterrorism Standards for Buildings, 8 October 2003 (UFC 4‑010).

1.04

ADMINISTRATIVE REQUIREMENTS

A.

Coordination: The method(s) proposed in the Delegated Design Submittal for connecting the frame to the surrounding construction might require the hollow metal to be installed at the same time that the masonry wall is erected. If so, coordinate scheduling of the Work of this Section with the other Trades involved.

1.05

SUBMITTALS

A.

General: Submit the following per the General Requirements.

Action Submittals:

Product Data: Provide the Hollow‑Metal Manufacturer's standard details and catalog data demonstrating compliance with referenced standards.

Shop Drawings: Indicate general construction, configurations, jointing methods, reinforcements, locations of cut‑outs for glass, anchorage methods, hardware locations, and installation details.

Informational Submittals:

Certificates: Submit the following certification from the Hollow‑Metal Manufacturer.

"The glazed exterior door proposed in this submittal has been tested or analyzed and shown to meet the minimum requirements cited in Paragraphs B‑3.1.1 and B‑3.1.2 of Appendix B of UFC 4‑010. The door will satisfy the general intent of UFC 4‑010 – and in general, a Low‑Hazard Level‑of‑Protection consistent with UFC 4‑010 – provided that adequate anchoring systems and glazing are provided as required by UFC 4‑010."

Manufacturer's Instructions.

Delegated Design Submittal:

Submit proposed methods of connecting the doorframe to the surrounding construction that will resist the static design loads specified in Design Criteria below.

Support with drawings and design calculations prepared under the direct supervision and seal of a professional structural engineer experienced in the design of this Work and licensed, registered, or otherwise legally qualified to practice in the State of Ohio.

1) Under no circumstances shall subsequent review of the engineer's design be construed as approval by the Government.

1.06

DELIVERY, STORAGE, AND HANDLING

Protect products from moisture, construction traffic, and damage.

Store under cover.

Place units on 4‑inch high wood sills or in some other manner that will prevent rust or damage.

Do not use non‑vented plastic or canvas shelters.

Should wrappers become wet, remove immediately.

Provide 1/4‑inch space between units to promote air circulation.

PART 2 – PRODUCTS

2.01

MANUFACTURERS

Hollow‑Metal Doors and Frames:

Amweld Building Products, LLC, Garrettsville OH (URL: www.amweld.com, Voice: 330.527.4385).

Ceco Door Products, YSG [Yale Security Group] Door Security Consultants, ASSA ABLOY AB, Milan TN (URL: www.cecodoor.com, Voice: 888.232.6366).

Curries, YSG [Yale Security Group] Door Security Consultants, ASSA ABLOY AB, Mason City IA (URL: www.curries.com, Voice: 641.423.1334).

Pioneer Industries, Incorporated, Hackensack NJ (URL: www.pioneerindustries.com, Voice: 201.933.1900).

Windsor Republic Doors, DESCO Capital Partners, McKenzie TN (URL: www.republicdoor.com, Voice: 800.733.3667).

6.

Steelcraft Frame and Door Products, IR Security & Safety, a sector of the Ingersoll‑Rand Company, Cincinnati OH (URL: www.steelcraft.com, Voice: 800.243.9780).

7.

Or approved equal.

Third‑Party Vision Frames for Hollow‑Metal Doors:

Advantage Lites and Louvers Company, Zero International, Incorporated, Burgaw NC (URL: www.a-ll.com.com, Voice: 800.635.5335).

Anemostat Door Products Company, Mestek, Incorporated, Carson CA (URL: www.anemostat.com, Voice: 310.835.7500).

LL Building Products Incorporated, Atlanta GA (URL: www.llbuildingproducts.com/ll‑dlvl‑home‑frame.html, Voice: 800.668.8514).

Zinc‑Rich Primer:

Aervoe Industries, Incorporated, Gardnerville NV (URL: www.aervoe.com, Voice: 800.227.0196).

Henkel Corporation, Henkel KGaA, Rocky Hill CT (URL: www.loctite.com, Voice: 860.571.5100).

ZRC Worldwide, Marshfiled MA (URL: www.zrcworldwide.com, Voice: 800.831.3275).

2.02 Components

A.

Performance (Design Criteria for Exterior Doors: Prepare glazing stops, door rails, door stiles, and doorframe as required to provide force protection per UFC 4‑010.

Steel members may be designed using ultimate yield stresses. Door members shall resist an equivalent static design load of 1 PSI, applied to the surface of the glazing and frame, without exhibiting a deformation of more than 1/60th of the unsupported member lengths.

Glazing shall have a minimum frame bite of:

Structurally Glazed Systems: 3/8‑inch.

Non‑Structurally Glazed Systems: 1‑inch.

The following connections may be designed using ultimate yield stresses – and shall resist an equivalent static design load of 10.8 PSI, applied to the surface of the glazing and frame:

Glazing stop connections.

Hardware and associated connections.

Connections of the doorframe to the surrounding walls.

Materials:

General: Steel Sheet for Doors and Frames.

Cold‑Rolled Steel (for interior openings): ASTM A‑1008 / A‑1008M, Commercial Steel (CS Type B) or Drawing Steel (DS Type B), stretcher‑leveled standard flatness.

Metallic‑Coated Steel Sheets (for exterior openings): ASTM A‑653 / A‑653M, Commercial Steel (CS Type B), with an A‑60 zinc‑iron‑alloy (galvannealed) coating, stretcher‑leveled standard of flatness.

Provide hollow‑metal doors and frames of quality commercial standard primed steel. Construct doors and frames to meet governing building code ratings for their intended function. Determine gauges by function and size. Minimum gauge shall be:

Frames for Exterior Openings: 14‑gauge steel.

Exterior Doors: 16‑gauge thick steel.

Frames for Interior Openings: 16‑gauge steel.

d.

Interior Doors: 18‑gauge thick steel.

Provide units of hot‑dip galvanized steel in the following locations:

Exterior Openings.

Steel Sheet for Anchors and Accessories: Electrolytically deposited zinc‑coated steel per ASTM A‑568 / A‑568M and ASTM A‑591 / A‑591M, Class B (0.075 ounces per square foot), minimum.

Fabrication:

General: Construct doors and frames per ANSI A‑250.8.

Exception: Where more stringent requirements are indicated on the Drawings or specified herein.

Hollow‑Metal Doors:

a Exterior Doors:

Provide the Hollow‑Metal Manufacturer's standard foam‑insulated core.

2) Limit undercut on out‑swinging exterior doors as required to engage neoprene insert of 1/2‑inch high panic‑type threshold.

b.seq level3 \h \r0 Interior Doors: Construct full flush and seamless door cores as follows.

Honeycomb Core.

3.seq level2 \h \r0 seq level3 \h \r0 Hollow‑Metal Frames:

Provide set‑up and arc‑welded (SUA‑welded) frames with mitered corners, continuously welded and reinforced. Knockdown frames will be grounds for rejection of the installation.

Mortar Guard Boxes: Minimum 22 gauge welded in place.

Door Bumpers: The Hollow‑Metal Manufacturer's standard resilient type, removable for replacement.

Place a minimum of three single bumpers on single‑leaf doorframes. Space equally along strike jambs.

Place a minimum of two single bumpers on double‑leaf doorframes. Place on frame heads.

Reinforce and prepare frames to receive hardware.

e.

Provide jamb anchors per ANSI A‑250.8.

Provide "Tee" anchors at openings in masonry.

Weld floor anchors in place.

D.

Finishes:

Fill surface depressions with metallic paste filler and grind to smooth uniform surface.

Touch‑up areas where galvanized coating has been removed due to sanding or handling with one of the following zinc‑rich primers. During application, constantly mix the primer to prevent the segregation of the zinc.

ZRC‑221 by ZRC.

Crown 7007 Cold Galvanizing Compound by Aervoe.

Cold Galvanizing Compound No. 82039 by Henkel.

Chemically treat surfaces and apply one coat of rust‑resistant metal primer.

Apply one coat of heavy black asphalt paint (SSPC‑Paint 12) to the insides of exterior frames.

PART 3 – EXECUTION

3.01

EXAMINATION

The Hollow‑Metal Installer shall verify that conditions at the Site are suitable before beginning installation of frames.

Verify that exterior openings are not incompatible with the anchoring requirements of this Section.

B.seq level3 \h \r0 Correct unsatisfactory conditions before proceeding with installation.

3.02

INSTALLATION

Install doors and frames per SDI 105.

Exception: As amended in this Section.

B.

Install hollow‑metal doors and frames plumb and square and with maximum diagonal distortion of 1/16 inch. Ensure that frames are securely and rigidly anchored to adjacent construction. Maintain clearances specified in ANSI A‑250.8.

C.

Fill welded frames in masonry construction with mortar as masonry is laid‑up.

D.

Coat the inside of steel frames in the field with a bituminous compound (SSPC‑Paint 12) to prevent corrosion.

E.

After installation, touch‑up metal surfaces that are scratched or damaged. Use type of primer identical to that used for shop coat.

3.03 ADJUSTing

A.

Adjust doors for proper operation, free from binding or other defects.

3.04 CLEANing

Clean and restore soiled surfaces. Remove scraps and debris, and leave the Site in a clean condition.

END OF SECTIOn 08 11 13

08 11 13-8

HOLLOW‑METAL DOORS AND FRAMES

12910-330

Revised 3/2/09

12910-330

HOLLOW‑METAL DOORS AND FRAMES

08 11 13-7

Revised 3/2/09