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SECTION 08 11 13STEEL DOORS AND FRAMES

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Copyright 2006 - 2018 ARCAT, Inc. - All rights reserved

1 GENERAL

1.1 SECTION INCLUDES

1.1.1 Flush Steel Doors.

1.1.2 Temperature Rise Doors.

1.1.3 Embossed Panel Doors.

1.1.4 Full Glass Entrance Doors.

1.1.5 Tornado Door Systems.

1.1.6 Hurricane Doors.

1.1.7 Steel frames.

1.1.8 Hollow Metal Framing Systems.

1.2 RELATED SECTIONS

1.2.1 Section 08 14 00 - Wood Doors.

1.2.2 Section 08 15 00 - Plastic Doors.

1.2.3 Section 08 71 00 - Door Hardware.

1.2.4 Section 08 80 00 - Glazing.

1.2.5 Section 09 90 00 - Painting and Coating.

1.2.6 Section 28 16 00 - Intrusion Detection.

1.2.7 Section 25 00 00 - Integrated Automation.

1.2.8 Section 26 05 23 - Control-Voltage Electrical Power Cables.

1.3 REFERENCES

1.3.1 ANSI/NFPA 80 - Standard for Fire Doors and Windows.

1.3.2 ANSI/DHI A 115.IG - Installation Guide for Doors and Hardware.

1.3.3 ANSI/BHMA A 156 - Specifications for Hardware Preparations in Standard Steel Doors and Frames.

1.3.4 ANSI/BHMA A156.7 - Hinge Template Dimensions.

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1.3.5 ANSI A 250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcing.

1.3.6 ANSI/SDI A 250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames.

1.3.7 ANSI A 250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames.

1.3.8 ANSI A 250.11 - Recommended Erection Instructions for Steel Frames.

1.3.9 ANSI/UL 10C - Standard for Safety for Positive Pressure Fire Tests of Door Assemblies.

1.3.10 ICC 500 Standard for the Design and Construction of Storm Shelters.

1.3.11 ASTM - American Society for Testing and Materials

1.3.12 ASTM A 366/A 366M - Standard Specification for Steel, Sheet, Carbon, Cold-Rolled, Commercial Quality.

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

1.3.14 ASTM A 924 - Specification for General Requirements for Steel Sheet, Metallic Coated by the Hot Dip Process.

1.3.15 ASTM A 1008/1008M - Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable.

1.3.16 ASTM E 90 - Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions.

1.3.17 ASTM E 152 - Standard Methods of Fire Tests of Door Assemblies.

1.3.18 ASTM E 413 - Classification for Rating Sound Insulation.

1.3.19 ANSI ICC500-2014 - Standard for the Design and Construction of Storm Shelters

1.3.20 SDI - Steel Door Institute

1.3.21 SDI-111 - Recommended Standard Details for Steel Doors & Frames.

1.3.22 NAAMM/HHMA-820 TN01 - Grouting Hollow Metal Frames

1.3.23 NAAMM/HMMA - Hollow Metal Manufacturers Association

1.3.24 NAAMM/HHMA-820 TN03 - Guidelines for Glazing of Hollow Metal Transom, Sidelight and Windows

1.3.25 NAAMM/HMMA-840 - Guide Specification for Installation and Storage of Hollow Metal Doors and Frames.

1.3.26 NFPA 252 - Standard Method of Fire Tests of Door Assemblies.

1.3.27 Federal Emergency Management Agency (FEMA) 361 Guidelines.

1.3.28 Federal Emergency Management Agency (FEMA) 320 Guidelines.- Taking Shelter from the Storm: Building a Safe Room for Your Home or Small Business.

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1.3.29 UL - Building Materials Directory; Underwriters Laboratories Inc.

1.3.30 WH - Certification Listings; Warnock Hersey International Inc.

1.3.31 Miami - Dade County test protocols PA 201, PA 202 and PA 203.

1.3.32 Florida Building Code test protocols TAS 201, TAS 202 and TAS 203.

1.4 SUBMITTALS

1.4.1 Submit under provisions of Section 01 30 00.

1.4.2 Product Data: Manufacturer's standard details and catalog data indicating compliance with referenced standards, and manufacturer's installation instructions.

1.4.3 Certificates:1.4.3.1 Manufacturer's certification that products comply with referenced standards.1.4.3.2 Evidence of manufacturer's membership in the Steel Door Institute.

1.4.4 Shop Drawings: Door, frame, and hardware schedule in accordance with SDI 111D. Show types, quantities, dimensions, specified performance, and design criteria, materials and similar data for each opening required.1.4.4.1 Indicate frame configuration, anchor types and spacing, location of cutouts for

hardware, reinforcement, to ensure doors and frames are properly prepared and coordinated to receive hardware.

1.4.4.2 Indicate door elevations, internal reinforcement, closure method, and cutouts for glass lights and louvers.

1.4.5 LEED Submittals: Provide documentation of how the requirements of Credit 4.1 and 4.2 will be met:1.4.5.1 List of proposed materials with recycled content. Indicate post-consumer

recycled content and pre-consumer recycled content for each product having recycled content.

1.4.5.2 Product data and certification letter indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content.

1.4.5.3 List of proposed materials demonstrating that each material was manufactured within 500 miles of the project site.

1.4.6 Samples: 18 by 24 inches (457 by 610 mm) cut away sample door with provisions for lockset, hinge and corner section of frame.

1.5 QUALITY ASSURANCE

1.5.1 Supplier: A direct account of the manufacturer who has on permanent staff, an Architectural Hardware Consultant (AHC), a Certified Door Consultant (CDC) or an Architectural Openings Consultant (AOC), who will be available to consult with the Architect and Contractor regarding matters affecting the door and frame openings.

1.5.2 Fire Rated Doors and Frames: Underwriters' Laboratories and Warnock Hersey, labeled fire doors and frames:1.5.2.1 Label fire doors and frames in accordance with Underwriters Laboratories

standard UL10C Positive Pressure Fire Tests of Door Assemblies.1.5.2.2 Construct and install doors and frames to comply with current issue of NFPA 80.1.5.2.3 Manufacture Underwriters' Laboratories labeled doors and frames under the UL

Follow Up Service (FUS) and in strict compliance to UL procedures, and provide the degree of fire protection, heat transmission and panic loading capability indicated by the opening class.

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1.5.2.4 Manufacture Intertek Testing Services / Warnock Hersey labeled doors and frames under the ITS/WH factory inspection program and in strict compliance to ITS/WH procedures, and provide the degree of fire protection capability indicated by the opening class.

1.5.2.5 Manufacture FM labeled doors and frames under the FM factory inspection program and in strict compliance to FM procedures, and provide the degree of fire protection, heat transmission and panic loading capability indicated by the opening class.

1.5.2.6 Affix a physical label or approved marking to each fire door or fire door frame, at an authorized facility as evidence of compliance with procedures of the labeling agency. Label embossment is not permitted.

1.5.2.7 Conform to applicable codes for fire ratings. It is the intent of this specification that hardware and its application comply or exceed the standards for labeled openings. In case of conflict between types required for fire protection, furnish type required by NFPA and UL.

1.5.2.8 Fire door assemblies in exit enclosures and exit passageways; maximum transmitted temperature end point rating of not more than 250 degrees F (121 degrees C) above ambient at the end of 30 minutes of the standard fire test exposure.

1.5.3 Tornado Doors: Design Door and Frame Systems for Federal Emergency Management Agency (FEMA) community shelters and other areas of refuge to resist the design wind pressures and missile impact loads as detailed in Design and Construction Guidance for Community Safe Rooms - FEMA 361/320. Door and Frame Systems shall also be listed in compliance with ANSI / ICC 500 - Standard for the Design and Construction of Storm Shelters.

1.5.4 Hurricane Doors: Provide door systems complying with the Miami-Dade County Product Control Approval System or the Florida Building Code Approval System requirements of Miami-Dade County test protocols PA 201, PA 202, PA 203 and Florida Building Code test protocols TAS 201, TAS 202 and TAS 203. Provide NOA or FBC numbers validating compliance.

1.5.5 Manufacturer Qualifications: Member of the Steel Door Institute.

1.5.6 Installer: Minimum five years documented experience installing products specified this Section.

1.6 DELIVERY, STORAGE, AND HANDLING

1.6.1 Handle, store and protect products in accordance with the manufacturers printed instructions and ANSI/SDI A250.10 and NAAMM/HMMA 840.

1.6.2 Store doors vertically in a dry area, under a proper vented cover. Place on 4 inch (102 mm) high wood sills to prevent rust or damage. Provide 1/4-inch (6 mm) space between doors to promote air circulation.

1.6.3 Store frames in an upright position with heads uppermost under cover. Place on 4 inch (102 mm) high wood sills to prevent rust and damage. Store assembled frames five units maximum in a stack with 2 inch (51 mm) space between frames to promote air circulation.

1.6.4 Do not use non-vented plastic or canvas shelters to prevent rust or damage.

1.6.5 Should wrappers become wet, remove immediately.

1.7 COORDINATION

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1.7.1 Coordinate Work with other directly affected sections involving manufacture or fabrication of internal cutouts and reinforcement for door hardware, electric devices and recessed items.

1.7.2 Coordinate Work with frame opening construction, door and hardware installation.

1.7.3 Sequence installation to accommodate required door hardware.

1.7.4 Verify field dimensions for factory assembled frames prior to fabrication.

2 PRODUCTS

2.1 MANUFACTURERS

2.1.1 Acceptable Manufacturer: Steelcraft an Allegion Brand, which is located at: 11819 N. Pennsylvania St.; Carmel, IN 46032; Toll Free Tel: 888-868- 8943; Email:[email protected]; Web:us.allegion.com/brands/steelcraft/Pages/default.aspx

2.1.2 Requests for substitutions will be considered in accordance with provisions of Section 01 60 00.

2.1.3 Substitutions: Not permitted.

2.1.4 Provide all steel doors and frames from a single manufacturer.

2.2 DOORS

2.2.1 General: Construct exterior/interior doors to the following designs and gages:2.2.1.1 Exterior Doors: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class

A60:2.2.1.1.1 Thickness:

2.2.1.1.1.1 18 gage (1 mm).2.2.1.1.1.2 16 gage (1.3 mm).2.2.1.1.1.3 14 gage (1.7 mm).

2.2.1.1.2 Include galvannealed components and internal reinforcements with galvannealed doors.

2.2.1.1.3 Close tops of exterior swing-out doors to eliminate moisture penetration. Galvannealed steel top caps are permitted.

2.2.1.2 Interior Doors: Cold-rolled steel, ASTM A 1008/A 1008M:2.2.1.2.1 Thickness:

2.2.1.2.1.1 20 gage (0.8 mm).2.2.1.2.1.2 18 gage (1 mm).2.2.1.2.1.3 16 gage (1.3 mm).2.2.1.2.1.4 14 gage (1.7 mm).

2.2.1.3 Interior Doors: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60:

2.2.1.3.1 Thickness:2.2.1.3.1.1 20 gage (0.8 mm).2.2.1.3.1.2 18 gage (1 mm).2.2.1.3.1.3 16 gage (1.3 mm).

2.2.1.4 Include galvannealed components and internal reinforcements.2.2.1.5 Prime Finish Doors: Clean, phosphatize and factory prime painted doors

indicated on Door Schedule as HM.2.2.1.6 Glass moldings and stops:

2.2.1.6.1 Fabricate from 24 gage (0.5 mm) steel conforming to:2.2.1.6.1.1 Interior openings ASTM designation A 366 cold rolled steel.2.2.1.6.1.2 Exterior openings ASTM designation A 924 Zinc-Iron Alloy-Coated

galvannealed steel with a zinc coating of 0.06 ounces per square

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foot (A60) for exterior openings.2.2.1.6.2 Install trim into the door as a four sided welded assembly with mitered,

reinforced and welded corners.2.2.1.6.3 Trim: identical on both sides of the door.2.2.1.6.4 Exposed fasteners are not permitted.2.2.1.6.5 Labeled and non-labeled doors: use the same trim.2.2.1.6.6 Acceptable mounting methods:

2.2.1.6.6.1 Fit into a formed area of the door face, not extending beyond the door face, and interlocking into the recessed area

2.2.1.6.6.2 Cap the cutout not extend more than 1/16 inch (1.6 mm) from the door face.

2.2.1.7 GrainTech Doors: Indicated on the Door Schedule as HMGT.2.2.1.7.1 L-Series: GrainTech laminated full flush design doors2.2.1.7.2 T-Series: GrainTech temperature rise rated full flush design doors.2.2.1.7.3 CE-Series: GrainTech panel embossed design doors.2.2.1.7.4 GrainTech stainable steel doors are fabricated from steel that has an

embossed wood grain pattern extending the full height and width of the door faces and vertical edges.

2.2.1.7.5 Wood grain embossment; minimum 0.005 inch (0.012mm) deep. Applied grain pattern or material is not acceptable.

2.2.1.7.6 Clean, phosphatize and prime paint the wood grain face sheets with a stain absorbing primer.

2.2.1.7.7 Finish: Stain the door faces and edges using conventional stains to achieve:

2.2.1.7.7.1 Ash wood tone finish color.2.2.1.7.7.2 Birch wood tone finish color.2.2.1.7.7.3 Mahogany wood tone finish color.2.2.1.7.7.4 Maple wood tone finish color.2.2.1.7.7.5 Oak wood tone finish color.2.2.1.7.7.6 Walnut wood tone finish color.2.2.1.7.7.7 Wood tone finish color as selected by the Architect.

2.2.1.7.8 Apply clear coat after staining with a clear coat that contains UV inhibitors and that provides graffiti resistance.

2.2.1.7.9 Glass trim for GrainTech doors; fabricate from 24 gage (0.5 mm) steel with an embossed wood grain pattern and stained with the same color selected for the door.

2.2.1.8 Hardware Reinforcements:2.2.1.8.1 Hinge reinforcements for full mortise hinges: minimum 7 gage (4.7 mm).2.2.1.8.2 Lock reinforcements: minimum 16 gage (1.3 mm).2.2.1.8.3 Closer reinforcements: minimum 14 gage (1.7 mm) steel, 20-inch (508

mm) long.2.2.1.8.4 Galvannealed doors: include galvannealed hardware reinforcements.2.2.1.8.5 Projection welded hinge and lock reinforcements to the edge of the door.2.2.1.8.6 Provided adequate reinforcements for other hardware as required.

2.2.2 Full Flush Doors:2.2.2.1 Acceptable Product: Steelcraft L Series.

2.2.2.1.1 Performance:2.2.2.1.1.1 Physical performance: 5 million cycles per ANSI A250.4.2.2.2.1.1.2 Sound attenuation (gasketed):

2.2.2.1.1.2.1 Honeycomb core, 35 STC.2.2.2.1.1.2.2 Polystyrene core, 25 STC.

2.2.2.1.1.3 Thermal performance (gasketed), ASTM C1363.2.2.2.1.1.3.1 Honeycomb core, 0.653 U-factor.2.2.2.1.1.3.2 Polystyrene core, 0.48 U-factor.2.2.2.1.1.3.3 Polyurethane core, 0.498 U-factor.

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2.2.2.1.1.4 Thermal performance (gasketed), ASTM C236.2.2.2.1.1.4.1 Honeycomb core, 0.363 U-factor.2.2.2.1.1.4.2 Polystyrene core, 0.263 U-factor.2.2.2.1.1.4.3 Polyurethane core, 0.09 U-factor.

2.2.2.2 Acceptable Product: Steelcraft B Series.2.2.2.2.1 Performance:

2.2.2.2.1.1 Physical performance: 3 million cycles, ANSI A250.42.2.2.2.1.2 Sound attenuation (gasketed), 40 STC2.2.2.2.1.3 Thermal performance (gasketed): ASTM C1363: 0.69 U-factor2.2.2.2.1.4 Thermal performance (gasketed): ASTM C 236: 2.29 U-factor

2.2.2.3 Door Thickness: 1-3/4 inches (45 mm).2.2.2.4 Door faces reinforced and sound deadened as follows:

2.2.2.4.1 Honeycomb Core: Reinforced, stiffened, sound deadened and insulated with impregnated Kraft honeycomb core completely filling the inside of the doors and laminated to inside faces of both panels using contact adhesive applied to both panels and honeycomb core.

2.2.2.4.2 Polystyrene Core: Full 1-3/4 inches (45 mm) thick rigid polystyrene, adhered to inside of door faces and polystyrene core with waterproof adhesive for bond strength and rust prevention.

2.2.2.4.3 Polyurethane Core: Full 1-3/4 inches (45 mm) thick rigid polyurethane, adhered to inside of door faces and polyurethane core with waterproof adhesive for bond strength and rust prevention.

2.2.2.4.4 Steel Stiffened Core: Vertical stiffeners, hat-shaped, minimum 20 gage (0.8 mm) steel, type same as face sheet material, spaced 6 inches (150 mm) apart and welded to inside of face sheets 5 inches (127 mm) on center; full-thick glass fiber insulation between stiffeners.

2.2.2.5 Vertical edge seams: Provide doors with continuous vertical mechanical inter-locking joints at lock and hinge edges. Finish edges as follows:

2.2.2.5.1 Visible Interlocked Edge: Continuous vertical mechanical interlocking joints with visible edge seams and continuous bead of structural epoxy in internal vertical connection

2.2.2.5.2 Filled Vertical Edges (F): Continuous vertical mechanical interlocking joints with internal epoxy seal; edge seams epoxy filled and ground smooth.

2.2.2.5.3 Welded Vertical Edges (W): Continuous vertical mechanical interlocking joints; edge seams welded, epoxy filled, and ground smooth.

2.2.2.6 Bevel hinge and lock door edges 1/8 inch (3 mm) in 2 inches (50 mm). Square edges on hinge and/or lock stiles are not acceptable.

2.2.2.7 Reinforce top and bottom of doors with galvannealed 14 gage (1.7 mm), welded to both panels.

2.2.2.8 Glazing Bead: Formed steel sheet or snap-in Dezigner trim.2.2.2.9 Fire Rating: Supply door units bearing Labels for fire ratings indicated in Door

Schedule for the locations indicated.

2.2.3 Temperature Rise Doors:2.2.3.1 Acceptable Product: Steelcraft T-Series Doors.2.2.3.2 Door Thickness: 1-3/4 inches (45 mm).2.2.3.3 Mineral Fiber Core: Full 1-3/4 inches (45 mm) mineral fiber core material

designed to comply with the 250 degrees F (121 degrees C) maximum temperature rise rating.


2.2.3.4.1 Visible Interlocked Edge: Continuous vertical mechanical interlocking joints with visible edge seams and continuous bead of structural epoxy in internal vertical connection

2.2.3.4.2 Filled Vertical Edges (F): Continuous vertical mechanical interlocking

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joints with internal epoxy seal; edge seams epoxy filled and ground smooth.



2.2.3.6 Reinforce top and bottom of doors with galvannealed 14 gage (1.7 mm), welded to both panels.

2.2.3.7 Fire Rating: Supply door units bearing Labels for fire ratings indicated in Door Schedule for the locations indicated.

2.2.4 Embossed Panel Doors:2.2.4.1 Acceptable Product: Steelcraft CE-Series.2.2.4.2 Performance:

2.2.4.2.1 Physical performance: 2 million cycles, ANSI A 250.4.2.2.4.2.2 Sound attenuation (gasketed): 30 STC.2.2.4.2.3 Thermal performance (gasketed), ASTM C 1363: 0.526 U-factor.2.2.4.2.4 Thermal performance (gasketed), ASTM C 236: 0.23 U-factor.

2.2.4.3 Door Thickness: 1-3/4 inches (45 mm).2.2.4.4 Polystyrene Core: Full 1-3/4 inches (45 mm) thick rigid polystyrene, adhered to

inside of door faces and polystyrene core with waterproof adhesive for bond strength and rust prevention.


2.2.4.5.1 Visible Interlocked Edge: Visible edge seams and continuous bead of structural epoxy in internal vertical connection




2.2.5 Full Glass Entrance Doors:2.2.5.1 Acceptable Product: Steelcraft A14-Series.2.2.5.2 Exterior Doors: 14 gage (1.7 mm) Zinc-Iron Alloy-Coated galvannealed steel,

ASTM A 653, Class A60.2.2.5.3 Interior Doors: 14 gage (1.7 mm) Cold-rolled steel, ASTM A 1008/A 1008M.2.2.5.4 Performance:

2.2.5.4.1 Physical performance: 500,000 cycles, SDI 131.04 (Accelerated Cycle Test).

2.2.5.5 Door Thickness: 1-3/4 inches (45 mm).2.2.5.5.1 Honeycomb Core: Reinforced, stiffened, sound deadened and insulated

with impregnated Kraft honeycomb core completely filling the inside of the doors and laminated to inside faces of both panels using contact adhesive applied to both panels and honeycomb core.

2.2.5.6 Vertical edge seams: Provide doors with continuous vertical mechanical inter-locking joints at lock and hinge edge seams epoxy filled and ground smooth. Reinforce intersections of the vertical stiles and bottom rails with internal corner gussets to provide added strength and rigidity.



2.2.6 Tornado Door Systems: Comply with Federal Emergency Management Agency (FEMA)

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320/361 Guidelines and and ANSI ICC500-2014 standards for tornado shelters. provides the highest level of security and safety for tornado shelters and severe storm areas of refuge.2.2.6.1 Acceptable Product: Steelcraft Paladin PW14 Series Tornado Door and Frame

Systems.2.2.6.2 Face sheets: 14 gage (1.7 mm) galvannealed steel having an A60 zinc-iron alloy

coating conforming to ASTM designations A653 and A924.2.2.6.3 Hinge and lock edges:

2.2.6.3.1 Continuous vertical mechanical joints with edge seams welded, filled and ground smooth.

2.2.6.3.2 Bevel edges 1/8 inch (3 mm) in 2 inches (50 mm). Square edges are not acceptable.

2.2.6.4 Hinge reinforcements: Minimum 7 gage (4.2 mm) galvannealed steel, projection welded to the edge of the door.

2.2.6.5 Top and bottom steel reinforcement channels, galvannealed 14 gage (1.7 mm), projection welded to both face sheets on 4 inches (102 mm) centers.

2.2.6.6 Reinforce door faces with 18 gage (1.0 mm) vertical stiffeners manufactured from Galvannealed steel conforming to ASTM A 653 and ASTM A 924 and welded to each face sheet.

2.2.6.7 Reinforced lock stiles with full-height 12 gage (2.3 mm) lock reinforcing channels.


2.2.7 Glass Light Tornado Door Systems: Comply with Federal Emergency Management Agency (FEMA) 361/320 Guidelines and labeled with ITS/WHI Intertek labels for tornado resistance providing the highest level of security and safety for tornado shelters and severe storm areas of refuge.2.2.7.1 Acceptable Product: Steelcraft Paladin PW Glass Light Series Tornado Door and

Frame Systems.2.2.7.2 Face sheets: 14 gage (1.7 mm) galvannealed steel having an A60 zinc-iron alloy

coating conforming to ASTM designations A653 and A924.2.2.7.3 Glass Lights:

2.2.7.3.1 PV Vision light 9-1/2 inches (241.3 mm) by 9-1/2 inches (241.3 mm) visible.

2.2.7.3.2 ADA compliant PN Narrow light 4-1/8 inches (104.8 mm) by 26-11/16 inches (677.8) visible

2.2.7.4 Hinge and lock edges:2.2.7.4.1 Continuous vertical mechanical joints with edge seams welded, filled and

ground smooth.2.2.7.4.2 Bevel edges 1/8 inch (3 mm) in 2 inches (50 mm). Square edges are not

acceptable.2.2.7.5 Hinge reinforcements: Minimum 7 gage (4.2 mm) galvannealed steel, projection

welded to the edge of the door.2.2.7.6 Top and bottom steel reinforcement channels, galvannealed 14 gage (1.7 mm),

projection welded to both face sheets on 4 inches (102 mm) centers.2.2.7.7 Reinforce door faces with 18 gage (1.0 mm) vertical stiffeners manufactured

from Galvannealed steel conforming to ASTM A 653 and ASTM A 924 and welded to each face sheet.

2.2.7.8 Reinforced lock stiles with full-height 12 gage (2.3 mm) lock reinforcing channels.


2.2.8 Hurricane Doors: Design to resist the cyclic pressures, static pressures and missile impact loads as detailed in the Miami-Dade County Product Control Approval System of the Florida Building Code Approval System and meets the requirements of Miami -Dade County test

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protocols PA 201, PA 202, PA 203 and Florida Building Code test protocols TAS 201, TAS 202 and TAS 203.2.2.8.1 Acceptable Product: Steelcraft H-Series or HE-Series hurricane doors.2.2.8.2 Face sheets, 14 gage (1.7 mm) galvannealed steel having an A60 zinc-iron alloy

coating conforming to ASTM designations A653 and A924.2.2.8.3 Face sheets, 16 gage (1.3 mm) galvannealed steel having an A60 zinc-iron alloy

coating conforming to ASTM designations A653 and A924.2.2.8.4 Bevel hinge and lock door edges, 1/8 inch (3 mm) in 2 inches (50 mm). Square

edges on hinge and/or lock stiles are not acceptable.2.2.8.5 Reinforce top and bottom of doors with galvannealed 14 gage (1.7 mm), welded

to both panels.2.2.8.6 Vertical edge seams: Provide doors with continuous vertical mechanical inter-

locking joints at lock and hinge edges. Finish edges as follows:2.2.8.6.1 Visible Interlocked Edge: Continuous vertical mechanical interlocking joints

with visible edge seams and continuous bead of structural epoxy in internal vertical connection



2.2.8.7 Door faces reinforced and sound deadened as follows:2.2.8.7.1 Honeycomb: Reinforced, stiffened, sound deadened and insulated with

impregnated Kraft honeycomb core completely filling the inside of the doors and laminated to inside faces of both panels using contact adhesive applied to both panels and honeycomb core.

2.2.8.7.2 Polystyrene Core: Full 1-3/4 inches (45 mm) thick rigid polystyrene, adhered to inside of door faces and polystyrene core with waterproof adhesive for bond strength and rust prevention.

2.2.8.7.3 Polyurethane Core: Full 1-3/4 inches (45 mm) thick rigid polyurethane, adhered to inside of door faces and polyurethane core with waterproof adhesive for bond strength and rust prevention.

2.2.8.7.4 Steel Stiffened Core: Vertical stiffeners, hat-shaped, minimum 20 gage (0.8 mm) steel, type same as face sheet material, spaced 6 inches (150 mm) apart and welded to inside of face sheets 5 inches (127 mm) on center; full-thick glass fiber insulation between stiffeners.


2.3 DOOR FRAMES

2.3.1 General: Construct exterior/interior metal door frames to the following designs and gages;2.3.1.1 Exterior Frames: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class

A60:2.3.1.1.1 Thickness:

2.3.1.1.1.1 16 gage (1.3 mm).2.3.1.1.1.2 14 gage (1.7 mm).

2.3.1.2 Interior Frames in Masonry: Zinc-Iron Alloy-Coated galvannealed steel, ASTM A 653, Class A60, galvannealed steel.

2.3.1.2.1 Thickness:2.3.1.2.1.1 16 gage (1.3 mm).2.3.1.2.1.2 14 gage (1.7 mm).

2.3.1.3 Interior DW and K Frames in stud wall construction: cold rolled steel, ASTM A 1008/A 1008M.

2.3.1.3.1 Thickness:2.3.1.3.1.1 16 gage (1.3 mm).

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2.3.1.3.1.2 14 gage (1.7 mm).2.3.1.4 Interior KD Drywall Frames (Slip-On construction): cold rolled steel, ASTM A

1008/A 1008M.2.3.1.4.1 Thickness:

2.3.1.4.1.1 16 gage (1.3 mm).2.3.1.4.1.2 14 gage (1.7 mm).

2.3.1.5 Include galvannealed components and internal reinforcements with galvannealed frames.

2.3.1.6 Electrical Requirements: Coordinate all electrical requirements for doors and frames. Make provisions for installation of electrical items so that wiring can be readily removed and replaced.

2.3.1.6.1 Provide cutouts and reinforcements required for metal door frame to accept electric components.

2.3.1.6.2 Frame with Electrical Hinges: Weld UL listed grout guard cover box welded over center hinge reinforcing. Top or bottom hinge locations are not permitted.

2.3.1.6.3 Provide cutouts and reinforcements required to accept security system components.

2.3.1.6.4 Coordinate with Section 08 71 53 - Security Door Hardware.

2.3.2 Flush Steel Frames:2.3.2.1 Acceptable Product: Steelcraft F-Series.

2.3.2.1.1 Performance:2.3.2.1.1.1 Physical performance: 5 million cycles per ANSI A250.4

2.3.2.2 Acceptable Product: Steelcraft MU-Series.2.3.2.2.1 Performance:

2.3.2.2.1.1 Physical performance: 5 million cycles per ANSI A250.42.3.2.3 Construction: Three-piece knock-down frames; mitered joints, with locking tab at

each head and jamb intersection.2.3.2.4 Construction: Factory-welded three sided frames.

2.3.2.4.1 Face welded: Weld miter joints between head and jamb faces completely along their length either internally or externally. The remaining elements of the frame profile (soffit, stop and rabbets) are not welded. Grind and finish face joints smooth.

2.3.2.4.2 Full profile welded:2.3.2.4.2.1 Weld miter joints between head and jamb faces completely along

their length either internally or externally.2.3.2.4.2.2 Internally weld perimeter profile joints full length of soffit and

rabbets with hairline seams on external meeting surfaces. Grind and finish face joints smooth.

2.3.2.5 Profile:2.3.2.5.1 2 inches (51 mm) face dimension with 5/8 inch (16 mm) high stop, and

types and throat dimensions indicated on the Door Schedule.2.3.2.5.2 1 inch (25 mm) face dimension with 5/8 inch (16 mm) high stop, and types

and throat dimensions indicated on the Door Schedule.2.3.2.5.3 Custom special face dimension with 5/8 inch (16 mm) high stop, and types

and throat dimensions indicated on the Door Schedule.2.3.2.6 Provide following reinforcement and accessories:

2.3.2.6.1 Preparation for 4-1/2 inches (114 mm) high, standard weight, or heavy weight, full mortise hinges; with plaster guard. Minimum 7 gauge (4.7 mm) steel.

2.3.2.6.2 Hinge Preparation for 5 inch (127 mm) high, universal standard weight, or heavy weight, full mortise hinges; with plaster guard. Minimum 7 gauge (4.7 mm) steel.

2.3.2.6.3 Provide high frequency hinge reinforcement for top hinge on all exterior, cross corridor, and stairwell frames in accordance with SDI 111-H,

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Example A Application where full mortise hinges are specified.2.3.2.6.4 Preparation for continuous hinge reinforcement. Minimum 7 gauge (4.7

mm) steel.2.3.2.6.5 Strike preparation (single doors) for 4-7/8 inch (123 mm) universal strike;

with plaster guard. Minimum 16 gauge (1.3 mm) steel.2.3.2.6.6 Closer preparation minimum 14 gauge (1.7 mm) steel.2.3.2.6.7 Silencers. Prepare frames to receive inserted type door silencers, 3 per

strike jamb on single doors, and 2 per head for pair of doors. Stick-on silencers are not permitted.

2.3.2.7 Fire Rating: Supply frame units bearing Labels for fire ratings indicated in Door Schedule for the locations indicated.

2.3.2.8 Finish: Factory prime finish in accordance with ANSI A 250.10.

2.3.3 Steel Frames for Drywall:2.3.3.1 Acceptable Product: Steelcraft-DW Series.


2.3.3.2 Acceptable Product: Steelcraft K-Series.2.3.3.3 Construction: Three-piece knock-down frames; mitered joints, with locking tab at

each head and jamb intersection.2.3.3.4 Profile:

2.3.3.4.1 Profile: 2 inches (51 mm) face dimension, 1/2 inch (13 mm) backbend with 5/16 inch (8 mm) return, 5/8 inch (16 mm) high stop, types and throat dimensions indicated.

2.3.3.5 Provide following reinforcement and accessories:2.3.3.5.1 Hinge preparation for 4-1/2 inches (114 mm) high, full mortise hinges,

0.134 inch (3.4 mm) or 0.180 inch (4.6 mm) leaf thickness.2.3.3.5.2 Hinge preparation for 5 inches (127 mm) high full mortise hinges, 0.134

inch (3.4 mm) or 0.180 inch (4.6 mm) leaf thickness.2.3.3.5.3 Strike preparation (single doors) for 4-7/8 inch (125 mm) universal strike;

with plaster guard.2.3.3.5.4 Closer reinforcement: minimum 14 gage (1.7 mm) steel.2.3.3.5.5 Projection weld hinge and strike reinforcements to the door frame.2.3.3.5.6 Provide metal plaster guards for all mortised cutouts.2.3.3.5.7 Include galvannealed hardware reinforcements in all galvannealed frames.2.3.3.5.8 Silencers. Prepare frames to receive inserted type door silencers, 3 per

strike jamb on single doors, and 2 per head for pair of doors. Stick-on silencers are not permitted.

2.3.3.6 Anchors: Locate adjustable anchors in each jamb 4 inches (102 mm) from the top of the door opening to hold frame in rigid alignment.

2.3.3.6.1 Provide security anchor at strike jambs on all frames 7 foot 6 inches (2286 mm) high and over.

2.3.3.6.2 Base Anchors for DW Series: Lock-in type; adjustable for stud depth.2.3.3.6.3 Base Anchors for K Series: Exposed fastener type; recessed hole at base

of jamb for countersunk fastener installation.2.3.3.7 Fire Rating: Supply frame units bearing Labels for fire ratings indicated in Door

Schedule for the locations indicated.2.3.3.8 Finish: Factory prime finish.

2.3.4 Steel Frames for Tornado Door Systems: Steelcraft Paladin FP-Series Tornado Door and Frame Systems. Comply with Federal Emergency Management Agency (FEMA) 361/320 Guidelines and ANSI ICC500 providing the highest level of security and safety for tornado shelters and severe storm areas of refuge.2.3.4.1 Acceptable Product: Steelcraft FP-Series.


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2.3.4.2 Construction: Factory-welded three sided frames.2.3.4.2.1 Face welded: Weld miter joints between head and jamb faces completely

along their length either internally or externally. The remaining elements of the frame profile (soffit, stop and rabbets) are not welded. Grind and finish face joints smooth.

2.3.4.2.2 Full profile welded:2.3.4.2.2.1 Weld miter joints between head and jamb faces completely along

their length either internally or externally.2.3.4.2.2.2 Internally weld perimeter profile joints full length of soffit and

rabbets with hairline seams on external meeting surfaces. Grind and finish face joints smooth.

2.3.4.3 Profile:2.3.4.3.1 2 inch (51 mm) face dimension with 5/8 inch (16 mm) high stop, and types

and throat dimensions indicated on the Door Schedule.2.3.4.4 Provide following reinforcement and accessories:

2.3.4.4.1 Hinge Preparation for 4-1/2 inches (114 mm) high, standard weight, or heavy weight, full mortise hinges; with plaster guard.

2.3.4.4.2 Hinge Preparation for 5 inch (127 mm) high, universal standard weight, or heavy weight, full mortise hinges; with plaster guard.

2.3.4.4.3 Strike preparation (single doors) for 4-7/8 inch (123 mm) universal strike; with plaster guard.

2.3.4.4.4 Silencers. Prepare frames to receive inserted type door silencers, 3 per strike jamb on single doors, and 2 per head for pair of doors. Stick-on silencers are not permitted.

2.3.4.5 Fire Rating: Supply frame units bearing Labels for fire ratings indicated in Door Schedule for the locations indicated.

2.3.4.6 Finish: Factory prime finish.

2.4 HOLLOW METAL FRAMING SYSTEMS

2.4.1 Hollow Metal Framing Systems:2.4.1.1 Acceptable Product: Steelcraft Architectural Stick Systems.2.4.1.2 Components: Construct architectural stick frame assemblies of standard frame

components, fabricated as specified.2.4.1.2.1 Interior Frames in stud wall construction: 16 gage (1.3 mm) cold rolled

steel, ASTM A 1008/A 1008M steel.2.4.1.2.2 Interior Frames in Masonry: Zinc-Iron Alloy-Coated galvannealed steel,

ASTM A 653, Class A60, 16 gage 0.053 inch (1.3 mm) galvannealed steel.2.4.1.2.3 Exterior Frame Material: Galvannealed steel, ASTM A 653, Class A60, 14

gage (1.7 mm) cold rolled frames.2.4.1.2.4 Include galvannealed components and internal reinforcements with

galvannealed frames.2.4.1.3 Frame component requirements:

2.4.1.3.1 Prepare required sticks at door openings and frame assemblies for hardware as specified in Section 08 71 53.

2.4.1.3.2 Fabricate frame assemblies from three basic components:2.4.1.3.2.1 Open Sections (perimeter members) identical in configuration to

standard frames.2.4.1.3.2.2 Closed sections (intermediate members) with identical jamb

depth, face dimensions, and stops as open sections.2.4.1.3.2.3 Sill sections: Fabricated from galvannealed steel, flush with both

faces of adjacent vertical members. Cut individual components to length and notched to assure square joints and corners.

2.4.1.3.3 Externally welded face joints at meeting mullions or between mullions and other frame members on the face surfaces only. Grind and finish face joints smooth.

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2.4.1.3.4 Fabricate frame assemblies for shipment to the jobsite completely welded.2.4.1.3.4.1 Field joints permissible only when the size of the total assembly

exceeds shipping limitations.2.4.1.3.4.2 Fabricate oversized frames in sections designated for splicing in

the field.2.4.1.3.4.3 Provide frames with joint reinforcements 14 gage (1.7 mm), 8

inches (203 mm) long.2.4.1.3.4.4 Field weld joint reinforcement inside and tack weld outside joint at

both faces, grind, and finish smooth and uniform in appearance, after installation.

2.4.1.3.5 Pierced and dimpled glazing beads for use with manufacturers' standard fasteners.

2.4.1.3.6 Provide necessary anchors for jambs, heads, and sills of assemblies.2.4.1.3.7 Verify field dimensions as required. Do not begin fabrication until these

dimensions have been verified, and approved.2.4.1.4 Accessories:

2.4.1.4.1 Glazing Bead: Formed steel sheet; screw-attached.2.4.1.4.2 Glazing Bead: Formed steel sheet; snap-in installation.2.4.1.4.3 Steel Panels:

2.4.1.4.3.1 3/8 inch (9.5 mm) thick and manufactured from 18 gage (1.0 mm) thick non-galvannealed or galvannealed steel faces with a fiberboard core.

2.4.1.4.3.2 1/2 inch (12.5 mm) thick and manufactured from 20 gage (0.88 mm), 18 gage (1.0 mm), 16 gage (1.3 mm), 14 gage (1.7 mm) thick non-galvannealed or galvannealed steel faces with a mineral board core for fire rated frames.

2.4.1.4.3.3 1-3/4 inches (45 mm) thick and manufactured from 20 gage (0.8 mm), 18 gage (1.0 mm), 16 gage (1.3 mm) thick non-galvannealed or galvannealed steel faces with a honeycomb core.

2.4.1.4.3.4 Cores laminated to the inside faces of both panels and honeycomb core, coated with waterproof adhesive for bond strength and rust prevention.

2.4.1.5 Fire Rating: Provide factory assembled welded units bearing Labels for fire ratings indicated on the Drawings.

2.4.1.6 Finish: Factory prime finish in accordance with ANSI A 250.10.

2.5 ACCESSORlES

2.5.1 Anchors: Manufacturer's standard framing anchors, specified in manufacturer's printed installation instructions for project conditions.

2.5.2 Astragals for pairs of doors: Manufacturer's standard for labeled and non-labeled openings.

2.5.3 Door Bottom:2.5.3.1 Acceptable Product: Steelcraft Fas-Seal Door Bottom.2.5.3.2 Characteristics: Electrometric, continuous strip, screw-attached to recessed

bottom door channel for concealed installation; double-sealing; acceptable for fire-rated doors up to 3 hour rating.

2.5.4 Plaster Guards: Same material as door frame, minimum 24 gage (0.5 mm) minimum; provide for all strike boxes.

2.5.5 Silencers: Resilient rubber, Inserted type, three per strike jamb for single openings and two per head for paired openings. Stick-on silencers shall not be permitted except on hollow metal framing systems.

2.5.6 Glazing: Specified in Section 08 83 13.

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2.5.7 Door Louvers:2.5.7.1 Inserted: 1 inch (25 mm) thick, inverted "Y" blade type, inserted into an opening

prepared in the door faces. Blades are made from 18 gage (1.0 mm) steel and welded to a fabricated sub-frame. Louver is held in place by a retaining frame (shroud), supplied with louver.

2.5.7.1.1 Free air space is 50 percent of louver area.2.5.7.1.2 Size: As indicated on the Drawings.2.5.7.1.3 Frame: with tamper proof fasteners.

2.5.7.2 Fusible Link: Louvers are 1 inch (25 mm) thick, steel "Z" blade type, containing a fusible link that will break at a prescribed temperature, releasing a closing mechanism. Free air space is 30 percent of louver area.

2.5.7.2.1 UL Rated.2.5.7.2.2 Size: As indicated on the Drawings.2.5.7.2.3 Frame: with tamper proof fasteners.

2.6 FABRlCATlON

2.6.1 Steel Frames:2.6.1.1 Three-piece knock-down frames: Head and jamb intersecting corners die-cut,

mitered at 45 degrees, with locking tabs for rigid connection when assembled.2.6.1.2 Factory-welded frames: Head and jamb intersecting corners mitered at 45

degrees, with back welded joints ground smooth.2.6.1.2.1 Continuous face weld the joint between the head and jamb faces along

their length either internally or externally. Grind, prime paint, and finish smooth face joints with no visible face seams.

2.6.1.2.2 Externally weld, grind, prime paint, and finish smooth face joints at meeting mullions or between mullions and other frame members per a current copy of ANSI/SDI A250.8.

2.6.1.2.3 Provide temporary steel spreaders (welded to the jambs at each rabbet of door openings) on welded frames during shipment. Remove temporary steel spreaders prior to installation of the frame.

2.6.1.3 Provide cutouts and reinforcements required for electrical and security components specified elsewhere in this specification.

2.7 FlNlSHES

2.7.1 Chemical Treatment: Treat steel surfaces to promote paint adhesion.

2.7.2 Factory Prime Finish: Meet requirements of ANSI A 250.10.

3 EXECUTION

3.1 EXAMINATION

3.1.1 Verify that project conditions are acceptable before beginning installation of frames.3.1.1.1 Verify that completed openings to receive knock-down wrap-around frames are

of correct size and thickness.3.1.1.2 Verify that completed concrete or masonry openings to receive butt type frames

are of correct size.

3.1.2 Do not begin installation until conditions have been properly prepared.

3.1.3 Correct unacceptable conditions before proceeding with installation.

3.2 INSTALLATION

3.2.1 Install doors and frames in accordance with manufacturer's printed installation instructions

08 11 13-15

and with Steel Door Institute's recommended erection instructions for steel frames ANSI A250.11 and NAAMM/HMMA 840.

3.2.2 Fire Doors and Frames: Install in accordance with ANSI/NFPA 80.

3.2.3 Remove temporary steel spreaders prior to installation of frames.

3.2.4 Set frames accurately in position; plumb, align and brace until permanent anchors are set. After wall construction is complete, remove temporary wood spreaders.3.2.4.1 Field splice only at approved locations indicated on the shop drawings.3.2.4.2 Weld, grind, and finish as required to conceal evidence of splicing on exposed

faces.

3.2.5 Provide full height 3/8 inch (9.5 mm) to 1-1/2 inch (38 mm) thick strip of polystyrene foam blocking at frames requiring grouting where continuous hinges are specified. Apply the strip to the back of the frame, where the hinge is to be installed, to facilitate field drilling or tapping.

3.2.6 Grouting Hollow Metal Frames:3.2.6.1 Provide and install temporary bottom and intermediate wood spreaders to

maintain proper width and avoid bowing or deforming of frame members. Refer to ANSI A250.11-2001 and NAAMM/HMMA 840.

3.2.6.2 Comply with ANSI/SDI Standard A250.8, paragraph 4.2.2, and HMMA 820 TN01 Grouting Hollow Metal Frames, whereby grout will be mixed to provide a 4 inch (102 mm) maximum slump consistency and hand toweled into place. Do not use grout mixed to a thinner, pumpable consistency.

3.2.6.3 Provide a vertical wood brace during grouting of frame at openings over 4 foot (1219 mm) wide, to prevent sagging of frame header.

3.2.7 Glaze and seal exterior transom, sidelight and window frames in accordance with HMMA-820 TN03.

3.2.8 Apply hardware in accordance with hardware manufacturers' instructions and Section 08 71 53 - Security Door Hardware.

3.3 FIELD QUALITY CONTROL

3.3.1 Fire-Rated Door Assembly Testing:3.3.1.1 Upon completion of the installation, test each fire door assembly to confirm

proper operation of its closing device and verify that it meets all criteria of a fire door assembly per NFPA 80 2007.

3.3.1.2 Perform inspections by individuals with documented knowledge and understanding of the operation components of the type of door being tested.

3.3.1.3 Provide a written record to the Owner with copies available to the Authorities Having Jurisdiction (AHJ).

3.3.1.4 Record shall list the fire door assembly and include the door number with an itemized list of hardware set components for each door opening and location in the facility.

3.4 ADJUST AND CLEAN

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

3.4.2 Clean and restore soiled surfaces. Remove scraps and debris and leave site in a clean condition.

3.4.3 Prime Coat Touch-Up: Immediately after erection, sand smooth rusted or damaged areas of prime coat, and apply touch-up of compatible air-drying primer.

08 11 13-16

3.5 PROTECTION

3.5.1 Protect installed products and finished surfaces from damage during construction.

3.6 SCHEDULES

3.6.1

END OF SECTION

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