Manitoba ENGINEERING STANDARD …extportal.vale.com/eng/Thomp/standards/pdf/TH-SPEC-17001.pdfPrimer to be In accordance with CAN/CGSB 1-GP-181 Alkyd primer by ACI aerosol spray Glidden

ENGINEERING STANDARD SPECIFICATIONManitobaOperation

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CIVILARCHITECTURALDOORS, FRAMES AND LINTELS

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REVISIONS

Rev Description Rev’nby

AppSud

AppPC

AppThom

AppVB

AppLH

AppClyd

AppAct

Issue DateYYYY/MM/DD

1 See Appendix A AA/AD2013/11/29

AA2013/11/29

Pending Pending Pending Pending Pending Pending 2013/11/29

2 Spec approved for MBOperations N/A N/A N/A NK N/A N/A N/A N/A 2016/11/18

Sud = Sudbury, Ontario, PC = Port Colborne, Thom = Thompson, Manitoba, VB = Voisey’s Bay, LH = Long Harbour, Act = Acton, England,Clyd = Clydach, Wales, N/A = Not Applicable


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1.0 PURPOSE

This specification describes the minimum requirements for the manufacturing and installationof standard doors, door frames and lintels commonly used at Vale facilities.

2.0 APPLICATION

“Engineering design and specifications only approved for use with Vale Canada Limited,Thompson Operations or its successor or assignee. Any use a third party makes of thisdocument or drawing, or any reliance on or decisions to be made based on it, beyond its usefor Vale Canada Limited purposes are the responsibility of such third parties. Vale CanadaLimited accepts no responsibility for damages, if any, suffered by any third party as a resultof decisions made or actions based on this document or drawing beyond those specifiedherein.”

This specification, applies at any Vale locations indicated with approval on the cover page,with the following exceptions:

2.1 EXCEPTIONS

None

3.0 REFERENCE DOCUMENTATION

The following documents were used in the development of this document or haveinstructions and procedures applicable to it. They shall be used in their most recent revision.

TH-SPEC-08012 Vendor, Fabrication, and Shop Drawing RequirementsTH-SPEC-12001 Masonry RequirementsTH-SPEC-13003 Cast-in-Place ConcreteTH-SPEC-14002 Structural Steel Quality RequirementsTH-SPEC-14003 Steelwork - FabricationTH-SPEC-14004 Steelwork – ErectionTH-SPEC-16002 Caulking - InteriorTH-SPEC-16003 SealantsMBC Manitoba Building CodeANSI/NFPA 80-1999 Standard for Fire Doors and Fire WindowsNFPA 252 Standard Methods of Fire Tests of Door AssembliesULC Underwriters Laboratories of CanadaCAN/ULC-S701 Standard for Thermal Insulation Polystyrene, Boards and Pipe

Covering.


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CAN/ULC-S702 Standard for Thermal InsulationASTM A653/A653-11 Standard Specification for Sheet Steel, Zinc-Coated

(Galvanized) or Zinc Iron Alloy-Coated (Galvannealed) by theHot-Dip Process.

CGSB 41 GP 20M Extrusions, Vinyl, Nonrigid for Windows and Doors.ASTM C553-02 Specification for Mineral Fiber Blanket Insulation for

Commercial and Industrial ApplicationsASTM C578-05 Specification for Rigid, Cellular Polystyrene Thermal InsulationASTM C592-04 Specification for Mineral Fiber Batt and Blanket Thermal

Insulation for Light Frame ConstructionASTM C1289-05A Specification for Faced Rigid Cellular Polyisocyanurate

Thermal Insulation BoardCAN4-S104-M80 Standard Method for Fire Tests of Door AssembliesCAN4-S106-M80 Standard Method for Fire Tests of Window and Glass Block

AssembliesCGSB 41-GP-19MA(1984)

Rigid Vinyl Extrusions for Windows and Doors

CSA W59 Welded Steel Construction (Metal Arc Welding)CSA-G40.20/G40.21 General Requirements for Rolled or welded Structural Quality

SteelCAN/CGSB-1.181-99 Ready- Mixed Organic Zinc – Rich CoatingCSDMA Recommended Dimensional Standards for Commercial Steel

Doors and Frames, 2000CSDMA Selection and Usage Guide for Steel Doors and Frames, 1990CSDMA Recommended Specifications for Commercial Steel Door and

Frame Products

The following drawings form part of this specification:85-401-B-12027 Doors, Lintels and Frames – Typical Details85-401-B-12028 Doors, Windows and Frames – Typical Details

4.0 GENERAL

Door type designations used, e.g., A-1, A-2, B-1, B-2 and frames styles DF-1, DF-2, DF-3,etc. have been applied for identification purposes only and do not relate in any way toreferences by outside agencies. See drawing 85-401-B-12027 for door and frame types.

Only metal doors and pressed metal frames are to be used on Vale properties. The use ofwooden doors and wooden frames or other materials is acceptable only if approved by Valeengineering department.


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Door frames cannot used as lintel, separate structural steel, reinforced concrete orreinforced masonry shall be provided.

The Contractor responsible for coordination and installation of products provided under thisSection shall;

1. Verify and provide to the contractor responsible for the supply of steel door and frameproducts, actual opening sizes and field conditions by field measurement beforefabrication. Submittal drawings shall reflect measurements and conditions provided,and product manufactured accordingly. Coordinate field measurements withfabrication and construction schedules to avoid delays.

2. Verify that substrate conditions, whether existing or installed under other Sections, areas detailed on the drawings, and are acceptable for product installation in accordancewith the manufacturer's instructions.

3. Manufacturer shall not proceed with fabrication without receipt of approved submittaldrawings and approved hardware schedule.

5.0 DEFINITIONS

Width -Widths of openings shall be measured from inside to inside of frame jamb rabbets.(Referred to as "frame rabbet width" or "nominal door width").

Height -Heights of openings shall be measured from the finished floor (exclusive of floorcoverings) to the head rabbet of the frame. (Referred to as "frame rabbet height" or "nominaldoor height")

Door Sizes - Doors shall be sized so as to fit the above openings and allow a 3 mm (0.125")nominal clearance at jambs and head of frame. A clearance of 19 mm (0.75") maximumshall be allowed between the bottom of the door and the finished floor (exclusive of floorcoverings).

Tolerances - Doors and frame product shall be manufactured and installed in accordancewith the CSDMA's, "Recommended Dimensional Standards for Commercial Steel Doors.

6.0 SUBMITTALS

Submit shop drawings in accordance with Vale Specification TH-SPEC-08012.

Indicate each type of door, frame, steel, construction and core.


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Indicate material thickness, mortises, reinforcements, anchorages, locations of exposedfasteners, openings (glazed, paneled or louvered) and arrangement of standard hardware.

Include schedule identifying each unit, with door marks and numbers relating to numberingon drawings and door schedule.

7.0 WARRANTY

The manufacturer must furnish a written warranty against defects in workmanship andmaterials for a period of five (5) year from date of acceptance of the installation. Thewarranty must be provided prior to release of final holdback payment.

8.0 MATERIALS

Steel: Commercial grade steel to ASTM A653, CS, Type B, Coating Designation ZF75 (A25)minimum. Minimum steel thicknesses for exterior doors shall be 16 U.S. gauge, and 18 USgauge for interior doors. Unless specified otherwise on the project drawings. Door frames forboth interior and exterior shall have a minimum thickness of 16 U.S. Gauge. All doorhardware shall be at least 12 U.S. gauge in thickness.

8.1 DOOR CORE MATERIALS

The following core materials are approved for use:

1. Honeycomb Structural small cell 25.4 mm (1") maximum kraft paper 'honeycomb'.Weight: 36.3 kg (80 lb.) per ream minimum, density: 16.5 kg/m3 (1.03 pcf) minimum,sanded to required thickness.

2. Fiberglass Loose batt type, density 24 kg/m3 (1.5 pcf) minimum, conforming to ASTMC553 or ASTM C592.

3. Polystyrene Rigid extruded fire retardant, closed cell board. Density; 16 to 32 kg/m3(1 to 2 pcf), thermal values; RSI 1.0 (R 6.0) minimum, Type 1, in accordance withASTM C578.

4. Temperature Rise Rated (TRR) Core composition to provide the fire-protection ratingand limit the temperature rise on the unexposed side of door to 250°C at 30 or 60minutes, as determined by governing building code requirements. Core to be testedas part of a complete door assembly, in accordance with CAN4-S104, covering the


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Standard Method of Tests of Door Assemblies and shall be listed by a nationallyrecognized testing agency having a factory inspection service.

8.2 GLASS STOPS

Glass stops to be 20 U.S. gauge (minimum) steel formed channel, minimum 5/8” high. Glassstop screws to be "Phillips" oval head countersunk cadmium plated self-tapping screws.

8.3 INSULATION

Insulation to be rigid fiberglass.

8.4 FILLER

Filler to be Metallic paste filler.

8.5 PRIMER

Primer to be In accordance with CAN/CGSB 1-GP-181 Alkyd primer by ACI aerosol sprayGlidden. Primer to be compatible with the final coat.

8.6 DOOR GRILLES

Door grilles to be Aluminum Type, Tuttle & Bailey type A780W with overlap margins to fitboth sides of door panel and grey baked enamel finish.

8.7 GLASS AND GLAZING

Glass quality and thickness and glazing requirements to conform to The Manitoba BuildingCode and its regulations and Canadian Government Specification Board (CGSB) unlessspecified otherwise in the contract documents.

Wire mesh glass reinforcing shall be in accordance with the Manitoba Building Coderequirements for fire rating or as specified on the project drawings.

All interior doors with glazing shall have wire reinforced glass

8.8 CORRUGATED ANCHORS FOR MASONRY WALLS:

Corrugated anchors for masonry walls to be a minimum of 18 U.S. Gauge galvanized steel.


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8.9 MISCELLANEOUS

Door silencers to be single stud rubber/neoprene type.

Exterior top caps to be rigid polyvinylchloride extrusion conforming to CGSB 41-GP-19MA. .

Frame thermal breaks to be rigid polyvinylchloride extrusion conforming to CGSB 41-GP-19MA.

8.10 LINTELS.

Lintels over doors and windows can be made of structural steel (refer to drawings 85-401-B-12027and, 85-401-B-12028), reinforced concrete or reinforced masonry. Concrete ormasonry lintel shall be designed to suit the application.

9.0 FABRICATION

9.1 FABRICATION - FRAME

Exterior and interior door frame products shall be 16 gauge of welded type construction.

Frame product shall be mortised, blanked, reinforced, drilled and tapped at the factory fortemplated hardware only, in accordance with the approved hardware schedule andtemplates provided by the hardware supplier.

Mortised cutouts shall be protected with steel guard boxes (may be omitted on dry wallapplications).

Frame product shall be reinforced, where required, for surface mounted hardware, anchorhinges, thrust pivots, pivot reinforced hinges, or non-templated hardware. Drilling andtapping is by others, on site, at time of installation.

Provide anchorage appropriate to floor, wall and frame construction. Each wall anchor shallbe located immediately above or below each hinge reinforcement on the hinge jamb anddirectly opposite on the strike jamb. For rebate opening heights up to and including 1520mm (60") provide two (2) anchors, and an additional anchor for each additional 760 mm (30")of height or fraction thereof, except as indicated below. Frames in previously placedconcrete, masonry or structural steel shall be provided with anchors located not more than150 mm (6") from the top and bottom of each jamb, and intermediate anchors at 660 mm(26") on centre maximum. Fasteners for such anchors shall be provided by others.


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Minimum hardware reinforcing shall be 12 U.S. Gauge.

Each door opening shall be prepared for single stud rubber door silencers, three (3) forsingle door openings, two (2) for double door openings, except on gasketed frame product.

Provide factory-applied touch up primer at areas where zinc coating has been removedduring fabrication.

Fire-rated frame products shall be provided for those openings requiring fire protection asdetermined and scheduled by the Architect. Frames, transom and sidelight assemblies shallbe listed for conformance with CAN4-S104. All fire-rated frame products shall bear the labelof, and be listed by a nationally recognized testing agency having a factory inspectionservice. Labeling shall be in accordance with NFPA 80, the listing authority's policies andlabel materials, and shall identify the manufacturer. Fire-rated frame products shall beconstructed as listed for labeling in the Follow-Up Service Procedures/Factory InspectionManuals issued by the listing agency to individual manufacturers.

Welded Type Frame product shall be accurately mitered jointed.

Profile welded; punch-mitered - continuously welded on the profile faces, rabbets, returnsand soffit intersections, or saw-mitered - continuously welded on the profile faces, rabbets,returns, stops and soffit intersections. Punch or saw-mitered, at the manufacturer'sdiscretion. All profile welded frame product exposed faces shall be filled and ground to asmooth, uniform, seamless surface.

Joints at mullions, sills and center rails shall be:

1. Coped accurately, butted and tightly fitted.2. At intersecting flush profile faces, be securely welded, filled and ground to a smooth,

uniform, seamless surface.3. At intersecting recessed profile faces, be securely welded to concealed

reinforcements, with exposed hairline face seams.4. At all other intersecting profile elements, have exposed hairline face seams.

Welding shall conform to CSA W59.

Where frame product is to be installed prior to the adjacent partition, a floor anchor shall besecurely attached to the inside of each jamb profile. Each floor anchor shall be provided withtwo (2) holes for securing to the floor. For conditions that do not permit the use of a flooranchor, an additional wall anchor, located within 150 mm (6") of the base of the jamb, shallbe substituted.


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Weld in two (2) temporary jamb spreaders per door opening to maintain proper alignmentduring shipment and handling, which shall not be used for installation.

Glazing stops shall be formed steel channel, minimum 16 mm (0.625") height, accuratelyfitted, butted at corners and fastened to frame sections with counter-sunk oval head sheetmetal screws.

When required due to site access, when advised by the contractor responsible forcoordination or installation, as specified on the Architect's drawings or due to shippinglimitations, frame product for large openings shall be fabricated in sections as designated onthe approved submittal drawings, with splice joints for field assembly and welding by others.

Prior to shipment, mark each frame product with an identification number as shown on theapproved submittal drawings.

9.2 FABRICATION - DOORS

Exterior and interior doors shall be of laminated core construction.

Longitudinal edges shall be continuously welded, filled and sanded with no visible edgeseams.

Doors shall be mortised, blanked, reinforced, drilled and tapped at the factory for templatedhardware only, in accordance with the approved hardware schedule and templates providedby the hardware supplier.

Holes 12.7 mm (0.5") diameter and larger shall be factory prepared, except mounting andthrough-bolt holes, which are by others, on site, at time of hardware installation. Holes lessthan 12.7 mm (0.5") diameter shall be factory prepared only when required for the function ofthe device (for knob, lever, cylinder, thumb or turn pieces) or when these holes over-lapfunction holes.

Doors shall be reinforced only, where required, for surface mounted hardware, anchorhinges, thrust pivots, pivot reinforced hinges, or non-templated hardware. Drilling andtapping is by others, on site, at time of installation.

Top and bottom of doors shall be provided with inverted, recessed, welded steel channels.Exterior doors, and where otherwise scheduled by the Architect, shall be provided with flushsteel top caps.

Minimum reinforcing and component gauges shall be in accordance with Table 1 of theCSDMA, "Recommended Specifications for Commercial Steel Door and Frame Products".


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Provide factory-applied touch-up primer at areas where zinc coating has been removedduring fabrication.

See additional requirements for fire-rated doors in this document.

Prior to shipment, mark each door with an identification number as shown on the approvedsubmittal drawings.

Both face sheets for exterior doors shall be formed from a sheet of 16 gauge steel withhoneycomb core, laminated under pressure to face sheets.

Both face sheets for interior doors shall be formed from a sheet of 18 gauge steel withhoneycomb core laminated under pressure to face sheets.

Vertical steel stiffeners shall be securely laminated to each face sheet at 150 mm (6") oncenter maximum.

Voids between vertical stiffeners shall be filled with fiberglass batt type insulation.

9.3 FABRICATION – LINTELS

Typical lintel details are shown on Vale Standard Drawing 85-401-B-12027. Pressed metaldoor frames cannot be used as a lintel.

10.0 EXECUTION

10.1 STORAGE AND PROTECTION OF MATERIALS

Doors and frame product shall be removed from their wrappings or coverings upon receipton site, be stored in a vertical position, and be spaced with blocking to permit air circulationbetween them.

All materials shall be thoroughly inspected upon receipt and all discrepancies, deficienciesand/or damages shall be immediately reported, in writing, to the supplier.

All damages incurred during shipment shall be noted on the carrier's Bill of Lading andimmediately reported, in writing, to the supplier.

Any scratches or disfigurement of doors or frame product caused by shipping or handlingshall be promptly cleaned and touched-up with a zinc-rich primer.


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All materials shall be properly stored on planks, out of water and covered to protect fromdamage from any cause.

10.2 INSTALLATION

Prior to installation, remove temporary shipping spreaders.

Prior to installation, the area of floor on which the frame is to be installed, and within the pathof the door swing, shall be checked and corrected for flatness.

Door and frame product shall be checked for correct size, swing, rating and opening number.

The supplier shall be advised of any discrepancies prior to installation.

Set frames plumb, square, level and at correct elevation.

Fire-rated door and frame product shall be installed in accordance with the terms of theirlistings, NFPA-80, or the local Authority Having Jurisdiction and Manitoba Building code.

Secure anchorages and connections to adjacent construction.

Brace frames rigidly in position while building-in. Install wood spreaders at third points offrame rebate height to maintain frame width. Provide vertical support at centre of head foropenings exceeding 1200 mm (48") in width.During the setting of frame product, check and correct as necessary for opening width,opening height, square, alignment, twist and plumb, in accordance with the CSDMA,"Recommended Dimensional Standards for Commercial Steel Doors and Frames".

Remove wood spreaders after frames have been built-in.

Make allowance for deflection to ensure structural loads are not transmitted to frameproduct.

Install doors, and hardware in accordance with hardware templates and manufacturer'sinstructions.

Adjust operable parts for correct clearances and function.

Install louvers, glazing and door silencers.

Finish paint.


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10.3 FRAME

Install doors, frames and hardware in accordance with hardware templates andmanufacturer’s instructions.

Adjust operable parts for correct function.

Co-operate with other trades to ensure that frames and anchors to be built-in are installed intimely order.

Set frames plump, square, level and at correct elevation.

Secure anchorage and connections to adjacent construction.

Install adjustable masonry anchors, build in with wall, coat inside of frame with bituminouscoating and fill with grout.

Brace frames rigidly in position while building-in. Install temporary horizontal wood spreaderat mid height of door opening to maintain frame width. Provide vertical support at centre ofhead for openings over 4’-0” wide. Remove temporary spreaders after frames are built-in.

Make allowances for deflection of structure to ensure structural loads are not transmitted toframes.

See additional requirements for fire-rated door frames in this document.

10.4 DOORS

Install doors and hardware in accordance with the manufacturer’s instructions.

Verify that all hardware is installed and is functioning satisfactory. If necessary, makeadjustments of defective items and replace if necessary.

Check all door closers after they have been installed to make sure that all adjustments suchas back checking degree have been properly made and, if not, make all such adjustment.

Ensure all hardware is installed complete with adequate fastenings and with required trimand accessories.

Check and make sure that all components are anchored firmly in position for long life underhard usage.


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10.5 LINTELS

Installation of lintels shall be in accordance with the requirements for the erection ofsteelwork, as per Vale specification TH-SPEC-14004.

11.0 PAINTING

Chemically treat zinc coated doors and frames for good paint adhesion. Touch up areaswhere coating has been removed. Sand smooth and prime pressed metal frames with quickdrying primer to CAN/CGSB-1.105-M91

Chemically treat and shop coat cold rolled steel with one coat of primer to provide a smootheven finish.

12.0 ADDITIONAL REQUIREMENTS FOR FIRE RATED DOORS AND FRAMES

When two fire doors are required by the Building Code they shall be located to provideescape at either end of the room.

All fire doors in the room shall have panic hardware.

12.1 DOOR FRAMES

Frames for fire rated doors shall be of fire rated pressed metal construction.

12.2 DOOR RATINGS

Fire-rated doors shall be provided for those openings requiring fire protection andtemperature rise ratings, in accordance with the Manitoba Building Code or as specified onthe project drawings. Such products shall be listed for conformance with CAN4-S104.

All fire-rated doors shall bear the label of, and be listed by a nationally recognized testingagency having a factory inspection service. Labeling shall be in accordance with NFPA 80,the listing authority's policies and label materials, and shall identify the manufacturer. Fire-rated doors shall be constructed as listed for labeling in the Follow-Up ServiceProcedures/Factory Inspection Manuals issued by the listing agency to individualmanufacturers.


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Fire rating of doors to be in accordance with the Manitoba Building Code, but not less thanthe following:

Fire Door Ratings Areas of Use (see note 1)

3 Hr. Rated Fire Doors U.L.C. - Label - A High Hazard Storage AreasVaults Electrical Equipment (see note 2)Boiler Rooms

1 1/2 Hr. Rated Fire Doors U.L.C. - Label - B Elevator Shaft OpeningsDust Free ElectricalEquipment Rooms (see note 3)Stairwells

3/4 Hr. Rated Fire Door U.L.C. - Label - C Between CorridorsFire Escapes to ExteriorRooms Containing Flammable Liquids.

Note 1 - The indicated "areas of use" apply to surface installations only. Undergroundapplications must be considered on an individual basis.

Note 2 - As required by The Manitoba Building Code and the Canadian Electrical Code,Section 26 for oil-filled transformers (equipment).

Note 3 – For Dust Free Rooms as required by the Manitoba Building Code and the CanadianElectrical Code, Section 18 and Appendix E, for Class II and III hazardous areas.

13.0 ACCEPTABLE MANUFACTURERS.

The following manufacturers are approved. Other manufacturer can be used providing awritten approval from Vale Engineering is obtained.

Doors and Frames· Ambico Limited· Apex Industries, Inc.· Artek Door (1985) Limited


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· Baron Metal Industries Inc.· Daybar Industries Limited· Fleming Door Products Ltd.· Gensteel Doors· Greensteel Industries Ltd.· Metal Door Limited· M. J. Daley Manufacturing Co. Ltd.· Shanahan's Manufacturing Ltd.· Trillium Steel Doors Limited

Door Hardware.· Corbin· Daybar Industries Ltd.· Dominion Lock· Dorma (closers)· Hagar Hinge· K.N. Crowder Mfg.· Monarch (panics)· Schlage· Sargent

14.0 APPENDICES

Appendix A: Revision and Transition NotesAppendix B: Keywords


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Appendix A: Revision and Transition Notes

(Revisions are listed in reverse chronological order with the most recent revision at the top.Revision notes describe: what was changed, why it was changed, and the plan to implementthe change, including whether changes are retroactive)

Note: The revision notes are a summary of the changes and may not necessarily be acomplete list.

Revision 2Approved for Manitoba Operations

Revision 1Document format and number changed to suit Vale Engineering Document System.This specification replaces former standards 1702-01.02.510, 1703-00.01.111, 1703-01.01.311, 1703-01.01.321, and 1703-07.01.310

Appendix B: Keywords

1702-01.02.510, 1703-00.01.111, 1703-01.01.311, 1703-01.01.321, and 1703-07.01.310SPEC-17001

Documents

Manitoba ENGINEERING STANDARD …extportal.vale.com/eng/Thomp/standards/pdf/TH-SPEC-17001.pdfPrimer to be In accordance with CAN/CGSB 1-GP-181 Alkyd primer by ACI aerosol spray Glidden