# DAYTONA BEACH PIER BUILDING RESTORATION 06/10

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1 SECTION METAL FABRICATIONS PART 1 - PRODUCTS 1.1 METALS A. Ferrous Metals: 1. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2. Stainless-Steel Bars and Shapes: ASTM A 276, Type Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. 4. Steel Tubing: ASTM A 500, cold-formed steel tubing. 5. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or required by structural loads. 1.2 FABRICATION A. Miscellaneous Framing and Supports: Provide steel framing and supports not specified in other Sections as needed to complete the Work. Fabricate units from steel shapes, plates, and bars of welded construction. Cut, drill, and tap units to receive hardware, hangers, and similar items. B. Shelf Angles: Fabricate shelf angles of sizes indicated and for attachment to framing. Fabricate with horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6 inches from ends and 24 inches o.c. C. Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Drill plates to receive anchor bolts. D. Structural-Steel Door Frames: Fabricate from structural shapes and bars fully welded together, with 5/8-by-1-1/2-inch (16-by-38-mm) steel channel stops secured with countersunk machine screws. Reinforce frames and drill and tap as necessary to accept finish hardware. Provide with integrally welded steel strap anchors for securing door frames into adjoining concrete or masonry. E. Miscellaneous Steel Trim: Fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter corners and use concealed field splices where possible. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. F. Metal Ladders: Comply with ANSI A14.3, unless otherwise indicated. 1. Elevator Pit Ladders: Comply with ASME A Space siderails 18 inches (457 mm) apart, unless otherwise indicated. 3. Steel Ladder Construction: Flat bar siderails, with 3/4-inch diameter steel bar rungs fitted in centerline of siderails, plug-welded, and ground smooth on outer rail faces. Provide nonslip surfaces on top of each rung. END OF SECTION METAL FABRICATIONS

2 SECTION METAL STAIRS PART 1 - GENERAL 1.1 PERFORMANCE REQUIREMENTS A. Structural Performance of Stairs: Provide metal stairs capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Uniform Load: 100 lbf/sq. ft. (4.79 kn/sq. m). 2. Concentrated Load: 300 lbf (1.33 kn) applied on an area of 4 sq. in. (2580 sq. mm). 3. Limit deflection of treads, platforms, and framing members to L/240 or 1/4 inch (6.4 mm), whichever is less. B. Structural Performance of Railings: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails: 2. Top Rails of Guards: 3. Infill of Guards: a. Concentrated load of 50 lbf (0.22 kn) applied horizontally on an area of 1 sq. ft. (0.093 sq. m). b. Uniform load of 25 lbf/sq. ft. (1.2 kn/sq. m) applied horizontally. c. Infill load and other loads need not be assumed to act concurrently. PART 2 - PRODUCTS 2.1 METALS A. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), Alloy 6063-T MISCELLANEOUS MATERIALS A. Extruded Abrasive Nosings: Extruded-aluminum units with abrasive filler. METAL STAIRS

3 1. Manufacturers: a. ACL Industries, Inc. b. American Safety Tread Co., Inc. c. Amstep Products. d. Armstrong Products, Inc. e. Balco Inc. f. Granite State Casting Co. g. Wooster Products Inc. 2. Provide ribbed units, with abrasive filler strips projecting 1/16 inch (1.5 mm) above aluminum extrusion. 3. Provide solid-abrasive-type units without ribs. 2.3 FABRICATION A. Provide complete stair assemblies, including metal framing, hangers, struts, railings,clips, brackets, bearing plates, and other components necessary to support and anchor stairs and platforms on supporting structure. B. Stair Framing: Fabricate stringers of aluminum plates or channels. Construct platforms of aluminum plate or channel headers and miscellaneous framing members. C. Abrasive-Coating-Finished, Formed-Metal Stairs: Form risers, treads, and platforms from aluminum sheet of thickness needed to comply with performance requirements but not less than inch (2.5 mm). Finish tread and platform surfaces with manufacturer's standard epoxybonded abrasive finish. END OF SECTION METAL STAIRS

4 SECTION DECORATIVE METAL RAILINGS PART 1 - GENERAL 1.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1. Handrails: 2. Top Rails of Guards: 3. Infill of Guards: a. Concentrated load of 50 lbf (0.22 kn) applied horizontally on an area of 1 sq. ft. (0.093 sq. m). b. Uniform load of 25 lbf/sq. ft. (1.2 kn/sq. m) applied horizontally. c. Infill load and other loads need not be assumed to act concurrently. 4. Glass-Supported Railings: Support each section of top rail by a minimum of three glass panels or by other means so top rail will remain in place if any one panel fails. 1.2 QUALITY ASSURANCE A. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for fabrication and installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Aluminum Ornamental Railings: a. Architectural Metal Works. DECORATIVE METAL RAILINGS

5 b. ATR Technologies, Inc. c. Blum, Julius & Co., Inc. d. Blumcraft of Pittsburgh. e. Braun, J. G., Company; a division of the Wagner Companies. f. CraneVeyor Corp. g. Livers Bronze Co. h. Newman Brothers, Inc. i. Pisor Industries, Inc. j. Platers Polishing Company; a division of Rippel Architectural Metals. k. Poma Corporation. l. Sterling Dula Architectural Products, Inc. m. Superior Aluminum Products, Inc. n. Wagner, R & B, Inc.; a division of the Wagner Companies. o. Wylie Systems. 2.2 METALS A. Aluminum: Provide alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with strength and durability properties for each aluminum form required not less than that of alloy and temper designated below. 1. Extruded Bars and Shapes, Including Extruded Tubing: ASTM B 221 (ASTM B 221M), Alloy 6063-T5/T Extruded Structural Round Tubing: ASTM B 429, Alloy 6063-T6. 3. Drawn Seamless Tubing: ASTM B 210 (ASTM B 210M), Alloy 6063-T FINISHES 1. Baked-Enamel Finish: Thermosetting, modified-acrylic enamel primer/topcoat system complying with AAMA 2603, medium gloss. a. Color: Match Architect's sample of existing railing system. END OF SECTION DECORATIVE METAL RAILINGS

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