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' 40-27 BUILDING STRUCTURAL STEEL FRAMING <br />BRPH ARCHITECTS -ENGINEERS, INC. <br />B. High -Strength Bolts, Nuts, and Washers: ASTM A 490, Type 1, heavy -hex steel <br />structural bolts or tension -control, bolt -nut -washer assemblies with splined ends; <br />' ASTM A 563, Grade DH, heavy -hex carbon -steel nuts; and ASTM F 436, Type 1, <br />hardened carbon -steel washers with plain finish. <br />C. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed -stud type, cold - <br />finished carbon steel; AWS D1.1/D1.1M, Type B. <br />' D. Unheaded Anchor Rods: ASTM F 1554, Grade as indicated. <br />1. Configuration: Straight. <br />2. Nuts: ASTM A 563 heavy -hex carbon steel. <br />3. Plate Washers: ASTM A 36/A 36M carbon steel. <br />4. Washers: ASTM F 436, Type 1, hardened carbon steel. <br />5. Finish: Plain. <br />' E. Threaded Rods: ASTM A 36/A 36M. <br />' 1. Nuts: ASTM A 563 heavy -hex carbon steel. <br />2. Washers: ASTM F 436, Type 1, hardened carbon steel. <br />3. Finish: Hot -dip zinc coating, ASTM A 153/A 153M, Class C. <br />' F. Structural Slide Bearings: Low -friction assemblies, of configuration indicated, that <br />provide vertical transfer of loads and allow horizontal movement perpendicular to plane <br />of expansion joint while resisting movement within plane of expansion joint. <br />1. Mating Surfaces: PTFE and PTFE. <br />2. Coefficient of Friction: Not more than 0.04. <br />' 3. Design Load: Not less than 5,000 psi. <br />4. Total Movement Capability: As indicated. <br />P <br />2.4 PRIMER <br />A. Primer: SSPC-Paint 25, Type II, zinc oxide, alkyd, linseed oil primer. <br />B. Galvanizing Repair Paint: ASTM A 780/A 780M. <br />2.5 GROUT <br />A. Nonmetallic, Shrinkage -Resistant Grout: ASTM C 1107/C 1107M, factory -packaged, <br />nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water to <br />consistency suitable for application and a 30-minute working time. Compressive <br />strength shall be 8,000 PSI minimum at 14 days, <br />C06922.001.00 <br />051200-5 <br />05-22-14 <br />