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Paris Santa Fe-Frisco Depot Rehabilitation © KEYSTONE ARCHITECTS <br /> July 10, 2001 <br /> <br /> G. Anchor Bolts: Furnish and deliver to site, anchor bolts and other items to be embedded <br /> in concrete. Provide necessary shop details and diagrams for concrete forms <br /> and, if required, provide templates to insure proper and accurate locations and <br /> setting of anchor bolts. <br /> <br /> H. All ferrous metals shall be hot-dip galvanized in accordance with ASTM A 153. <br /> <br /> I. All exposed aluminum components shall be made from 6063 T6 aluminum alloy. <br /> Fasteners shall be either aluminum, stainless steel or cadmium plated steel. All <br /> mechanical connections will have interior interlocking fittings completely hidden from <br /> view. <br /> <br /> J. All metal rails and accessories shall be manufactured by R & B Wagner Inc., or <br /> Architect approved equal, of bronze with flush weld-on fittings. <br /> <br /> K. Galvanizing Repair Paint: High zinc dust content paint for regalva~i~ng welds in <br /> galvanized steel, complying with the MIL SPEC DOD-P-21035 or SSPC-Paint-20. <br /> <br /> L. Miscellaneous Items: Check drawings thoroughly and refer to work in related sections <br /> to include all miscellaneous metals items not specifically mentioned but <br /> reasonably inferred as necessary to facilitate the proper installation of work of <br /> this and related sections. <br /> <br />2.02 FABRICATION <br /> <br />A. Workmanship: Use materials of size and thickness Indicated or, if not indicated, as <br /> required to produce strength and durability in finished product for use intended. <br /> Work to dimensions indicated or accepted on shop drawings, using proven details <br /> of fabrication and with pa_nicular attention to careful concealment of metal fabrications. <br /> Use type of materials indicated or specified for various components of work. <br /> <br />B. Surface Preparation: Examine the areas and conditions under which work of this <br /> section will be installed. Correct conditions detrimental to timely and proper <br /> completion of the work. Do not proceed until satisfactory conditions have been <br /> corrected. <br /> <br />C. Fittings and Shop Assembly: insofar as possible, fit and shop assemble work ready <br /> for erection. Rivet, weld, blind-rivet, or attach with screws all shop and field <br /> connections; countersink and finish flush where exposed, unless noted <br /> otherwise on the drawings. <br /> <br />D. Jointing and intersections: Make accurately in true planes, tightly fitted and drawn <br /> up with end threads nicked to prevent loosening. Weld in accordance with the <br /> "Structural Welding Code", D1-1.75, formulated by the American Welding <br /> Society by direct arc welding process in hands of thoroughly competent <br /> workmen. Develop full strength of members in all connections. Do not paint over <br /> field welds until they have been inspected by Architect or Engineer. <br /> <br />E. Welds: Grind smooth and flush all fillet weld at least 1/8" thick. <br /> <br />F. Provide holes and connections for the work of other trades and make necessary <br /> connections thereto. <br /> <br />G. Form exposed connections with hairline jo'mt& flush and smooth, using concealed <br /> Section 05500 <br /> Page 3-5 <br /> <br /> <br />