SECTION METAL STAIRS
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1 Tender SECTION METAL STAIRS PART 1 GENERAL 1.01 SECTION INCLUDES A. This section includes internal and external shop fabricated pre assembled steel stairs with integral handrails and ballustrades shop primed and painted or finished as shown on the drawings and Contract Documents including but not limited to the following:- 1. Steel stair frame of structural sections, with open risers. 2. Open grate stair treads and landings. 3. Integral balusters and straight and curved handrailing. 4. Glazed ballustrades. 5. Anchors, Brackets, Accessories and Fixings RELATED SECTIONS A. Section Submittals. B. Section Structural Steel. C. Section Handrails and Railings. D. Section Miscellaneous Metal. E. Section Metal Fastenings. F. Section Painting REFERENCES A. American National Standards Institute: 1. ANSI A Accessible and Usable Building and Facilities. B. American Society for Testing and Materials: 1. ASTM A 36M Carbon Structural Steel. 2. ASTM A 53 Hot Dipped, Zinc-coated Welded and Seamless Steel Pipe. 3. ASTM A 123 Zinc Coating (Hot Dip Galvanized) on Iron and Steel Products. 4. ASTM A 167 Stainless steel Heat Resistant Chromium-Nickel Steel Plate Sheet and Strip.
2 5. ASTM A 269 Seamless and Welded Austenitic Stainless Steel Tubing. 6. ASTM A 283 Carbon Steel Plates, Shapes and Bars. 7. ASTM A 312 M Seamless and Welded Austenitic Stainless Steel Pipe. 8. ASTM A 480 M General Requirements for Flat Rolled Stainless Steel Plate Sheet and Strip. 9. ASTM A 484 M General Requirements for Flat Rolled Stainless Steel Sheet, Strip, Billets and Forgings. 10. ASTM A 500 Steel Tubing. 11. ASTM A 501 Hot Formed Welded & Seamless Carbon Steel Structural Tubing. 12. ASTM A 513 Type 5 Steel Tubing. 13. ASTM A 536 M General Requirement for Steel Carbon and High Strength Low Alloy Hot Rolled Steel Sheets and Cold Rolled Sheets. 14. ASTM A 569 Steel Sheet. 15. ASTM A 570 Steel Sheet Type E, Grade A Standard Weight Black Finish. 16. ASTM A 611 Steel Cold Rolled Sheets, Carbon, Structures. 17. ASTM A 666 Austenitic Stainless Steel Sheet Strip Plate and Flat Bar. 18. ASTM B 177 Chromium Electroplating on Steel for Engineering Use. 19. ASTM E 935 Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings. 20. ASTM E 985 Permanent Metal Railing Systems and Rails for Buildings. 21. ASTM F 593 Stainless Steel Bolts, Hex Cap Screws and Studs. 22. ASTM F 594 Stainless Steel Nuts. C. American Institute of Steel Construction: 1. AISC S 326 Design Fabrication and Erection of Structural Steel for Building. D. American Welding Society: 1. AWS D1.1 Structural Welding Code Steel. 2. AWS A 2.4 Standard Symbols for Welding, Brazing, and Nondestructive Examination.
3 E. National Association of Architectural Metal Manufacturers (NAAMM): 1. NAAMM AMP 510 Metal Stairs Manual. 2. NAAMM MBG 531 Metal Bar Grating Manual. F. The Society of Protective Coating (SSPC): 1. SSPC Steel Structures Painting Manual. 2. SSPC SP1 Solvent Cleaning. 3. SSPC SP 10 Near White Blast Cleaning. 4. SSPC Paint 20 Zinc Rich Primers (Type I Inorganic and Type II Organic) DESIGN REQUIREMENTS A. Fabricate stair assembly to support a uniform live load of 2.4 KN/m² with deflection of stringer or landing framing not to exceed 1/240 of span. B. Railing assembly, wall rails, and attachments to resist lateral force of 0.5 KN at any point without damage or permanent set SUBMITTALS A. Comply with Section B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. C. Shop Drawings: Indicate welded connections using AWS A 2.0 welding symbols. Indicate net weld lengths. D. Samples: Submit one sample showing typical radius of painted galvanized steel. E. Design Data: Submit design calculations QUALITY ASSURANCE A. Perform work in accordance with ASTM E 985. B. Welder s Certificates: Submit under provisions of Section 01300, certifying welders employed on the work. Verifying AWS qualification within previous 12 months FIELD MEASUREMENTS. A. Verify field measurements prior to fabrication.
4 PART 2 PRODUCTS 2.01 PRODUCTS A. Handrail Wall Brackets: Unless otherwise indicated, malleable iron, 65 mm diameter wall plate; center of rail 75 mm from face of wall. B. Stair Nosing for Steel Pan Stairs with Concrete Filled Stairs - 2 Piece: Sub-channel for installation during concrete placement and abrasive tread plate for installation in final stages of construction. 1. Factory install temporary protective board in sub-channel for protection during construction. Seal ends of sub-channel using heavy duty tape to eliminate concrete infiltration and staining. Construct sub-channels and abrasive carrying plates of extruded aluminum with mill finish. 2. Include concealed concrete anchors and tread plate securing screws. Protect embedded items with heavy coating of factory applied clear lacquer. 3. Acceptable manufacturer s and products or equal and approved: a. Balco Inc.: Balco Two Component Stair Nosing, No. XH 330. C. Gate Spring Pivot Hinge: Surface mounted, malleable iron, with anti-friction bearing, allowing spring tension adjustment after installation. 1. Acceptable manufacturers and products, or equal and approved: 2.02 STEEL RAILING SYSTEM a. McKinney Manufacturing Co. b. Bommer Industries, Inc. A. Steel Sections and Tubing: All materials in hot rolled steel plates and sections shall be in accordance with ASTM A 501 and shall be grade A unless otherwise indicated on the Drawings. B. Stainless Steel: Materials shall be as ASTM 480 M, ASTM A 167 and ASTM A 276 type A2/304/306. C. Steel Plates: ASTM A 283, type 302 or 304. D. Steel Pipe: ASTM A 53, Grade B Schedule 40. E. Rails and Posts: 50 mm diameter steel tubing pipe; welded joints. F. Posts: 50 mm diameter steel tubing pipe; welded joints. G. Fittings: Elbows, T-shapes, wall brackets, escutcheons; cast machined steel. H. Mounting: Adjustable brackets and flanges, for bolting to concrete and masonry.
5 I. Exposed Fasteners: Flush countersunk screws or bolts; consistent with design of railing. J. Splice Connectors: Steel welding collars. K. Galvanizing: To ASTM A 123, provide minimum 600 g/sq m galvanized coating. L. Stainless Steel: To ASTM A 480; Type 304/306. M. Handrail: 50 mm diameter polished stainless steel. N. Fixings: To manufacturer's detail, polished stainless steel or brass covering where exposed WELDING MATERIALS: A. Metal arc welding of steel shall comply with AWS D1.1, D1.2 and D1.3. Electrodes for manual metal arc welding shall comply with AWS D1.1. Automatic welding processes shall deposit weld metal complying with AWS D1.1. B. Tungsten arc welding of aluminum shall be in accordance with AWS D1.3. All materials used in welding or brazing shall be compatible with the parent alloys which are being joined. The corrosion resistant properties and strength of the alloys shall not be unduly impaired by the process of welding and care shall be taken to avoid high residual welding stresses. C. Electrodes used shall give a weld deposit having mechanical properties not less than the minimum specified for the parent metal. All electrodes shall be used strictly in accordance with the manufacturer's recommendations. D. The storage of the consumable materials shall comply with the recommendations of the respective manufacturer and shall be in accordance with the best modern practice. E. The Contractor's attention is drawn to the necessity for keeping basic electrodes dry. On site, the electrodes should be kept in heated portable quivers and only used when still warm. F. The storage of wire for automatic and semi-automatic welding processes shall be such as to avoid the formation of deleterious materials on the wire. G. The Engineer shall have the right to inspect and approve the storage arrangements and may reject any materials which have been damaged or are considered unsuitable for any reason FABRICATION - GENERAL A. Fit and shop assemble components in largest practical sections, for delivery to site. B. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation. C. Continuously seal joined pieces by continuous welds. D. Provide anchors, plates angles required for connecting railings to structure. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of component, except where specifically noted otherwise.
6 F. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. G. Exterior Components: Continuously seal joined pieces by intermittent welds and plastic filler. Continuous welds. Drill condensate drainage holes at bottom of members at locations that will not encourage water intrusion. H. Interior Components: Continuously seal joined pieces by intermittent welds and plastic filler. Continuous welds. I. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. J. Accurately form components to suit stairs and landings, to each other and to building structure. K. Accommodate for expansion and contraction of members and building movement without damage to connections or members. L. Use factory formed bends and elbows free from necking and distortions FABRICATION - STAIRS AND LANDINGS A. Design and fabricate steel stairs to comply with recommendations of NAAMM Metal Stair Manual. B. Form treads with minimum 6 mm thick open grate; prime paint galvanized finish. Bolt to stringer support clips. C. Use member sizes as defined by manufacturer in accordance with the design criteria laid out in this specification. D. Steel Stair Fabrication: Fabricate to dimension requirements and configuration indicated. 1. NAAMM classification: Commercial Class. 2. Design loading: a. Design and fabricate stairs, landings, and component connections to support live loads of not less than 488kg/m creating a deflection not to exceed 1/360 of span. b. Design and fabricate treads to support a concentrated load of 1465kg/m2 on a 100 mm square area centered on tread length. c. Design and fabricate integral railings and component connections to be capable of resisting a load of 976kg/m2 concentrated load applied in any direction at any point on the top rail and a vertical and horizontal thrust of 75kg/m applied to the top railing without permanent set or damage. The two loads are not cumulative. 3. Stringers: Profile and sizing by fabricator using either channel or steel plate unless otherwise indicated. 2
7 4. Treads and risers: a. Metal thickness: Not less than 1.5 mm. b. Treads: Bent steel subtreads to receive concrete fill where shown on drawings. c. Risers: Complete with formed nosings and sanitary cove. Delete sanitary cove when resilient treads and risers will be installed. d. Design similar to NAAMM Stair Manual, Figure No. 6. E. Railings and Handrails: Fabricate railings as shown from 32 mm schedule 40 pipe (outside diameter 42 mm) and 13 mm square steel pickers. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply items required to be cast into concrete and embedded in masonry with setting templates INSTALLATION A. Install components plumb and level, accurately fitted, free from distortion or defects. B. Provide anchors, plates, angles, hangers and struts required for connecting stairs to structure. C. Allow for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. D. Field weld components indicated on shop drawings. E. Field bolt and weld to match shop bolting and welding. Conceal bolts and screws whenever possible. Where not concealed, use flush countersunk fastenings. F. Mechanically fasten joints butted tight, flush, and hairline. Grind welds smooth and flush. G. Obtain approval prior to site cutting or creating adjustments not scheduled. H. After erection, prime welds, abrasions, and surfaces not shop primed, except surfaces to be in contact with concrete. I. Install reinforcing mesh in tread and landing pans that are to receive concrete fill. Position and securely fasten mesh midway in depth of concrete. Size mesh to cover entire are of tread or landing. J. Perform cutting and altering to provide for installation of Work of other Sections that does not affect stair appearance or structural integrity.
8 1. Do not perform cutting and altering that will affect appearance or structural integrity without Engineer s review. K. Assemble with spigots and sleeves to make tight joints and secure installation ERECTION TOLERANCES A. Maximum Variation From Plumb: 6 mm per storey, noncumulative. B. Maximum Offset From True Alignment: 6 mm CLEANING A. Comply with Section B. Clean materials as recommended by manufacturer. END OF SECTION 05510
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