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<br />Copyright 2001 AIA <br /> <br />MASTERSPEC Short Form <br /> <br />02/01 (R 05/06) <br /> <br />C. Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852, Type 1, [heavy <br />hex] [round] head steel structural bolts with splined ends; ASTM A 563 (ASTM A 563M) <br />heavy hex carbon-steel nuts; and ASTM F 436 (ASTM F 436M) hardened carbon-steel washers. <br /> <br />1. Finish: [Plain] [Mechanically deposited zinc coating, ASTM B 695, Class 50]. <br /> <br />D. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed-stud type, cold-fmished <br />carbon steel; AWS D1.1, Type B. <br /> <br />E. Unheaded Anchor Rods: [ASTM F 1554, Grade 36] [ASTM F 1554, Grade 55, weldahle]. <br /> <br />1. Configuration: [Straight] [Hooked]. <br />2. Finish: [Plain] [Hot-dip zinc coating, ASTM A 153/A 153M, Class C] [Mechanically <br />deposited zinc coating, ASTM B 695, Ctass 50]. <br /> <br />F. Headed Anchor Rods: [ASTM F 1554, Grade 36] [ASTM F 1554, Grade 55, weldahle], <br />straight. <br /> <br />1. Finish: [Plain] [Hot-dip zinc coating, ASTM A 153/A 153M, Class C] [Mechanically <br />deposited zinc coating, ASTM B 695, Class 50]. <br /> <br />G. Threaded Rods: [ASTM A 193/A 193M] [ASTM A 36/A 36M]. <br /> <br />I. Finish: [Plain] [Hot-dip zinc coating, ASTM A 153/A 153M, Class C] [Mechanically <br />deposited zinc coating, ASTM B 695, Class 50]. <br /> <br />2.3 PRIMER <br /> <br />A. Primer: SSPC-Paint 25, Type II, iron oxide, zinc oxide, raw linseed oil, and alkyd. <br /> <br />B. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibiting primer. <br /> <br />2.4 GROUT <br /> <br />A. Metallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, metallic aggregate <br />grout, mixed with water to consistency suitable for application and a 30-minute working time. <br /> <br />B. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic <br />aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for <br />application and a 30-minute working time. <br /> <br />2.5 FABRICATION <br /> <br />A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate <br />according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC's <br />"[Specification for Structural Steel Buildings--AUowahle Stress Design and Plastic Design] <br />[Load and Resistance Factor Design Specification for Structural Steel Buildings]." <br /> <br />STRUCTURAL STEEL <br /> <br />05120 - 3 <br />