Buffalo Wild Wings

Buffalo Wild WingsE. Shear Stud Connectors: Fabricate from ASTM A 108 Grade 1015 bars.F. Structural Bolts and Nuts: Carbon steel, ASTM A 307, Grade A.G. High-Strength Structural Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1,medium carbon, plain.H. Anchor Rods: ASTM A 36.I. Welding Materials: AWS D1.1; type required for materials being welded.J. Non-Shrink Grout: ASTM C 1107; premixed compound consisting of non-metallic aggregate,cement, water reducing and plasticizing agents.1. Minimum Compressive Strength at 28 Days: 7000 psi.a. Conspec: “Enduro 50 Grout”.b. Euclid: "Euco N-S Grout".c. L & M: "Duragrout".d. Sonneborn: "Sonogrout 10k".e. Five Star Products, Inc.: "Five Star Grout".f. Vexcon Chemicals, Inc.: Certi-Vex Grout #1000.K. Shop and Touch-Up Primer: Fabricator's standard, complying with VOC limitations ofauthorities having jurisdiction.L. Touch-Up Primer for Galvanized Surfaces: Fabricator's standard, complying with VOClimitations of authorities having jurisdiction.2.02 FABRICATIONA. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricateaccording to AISC "Code of Standard Practice for Steel Buildings and Bridges" and AISC 360.1. Camber structural-steel members where indicated.2. Mark and match-mark materials for field assembly.3. Complete structural-steel assemblies, including welding of units, before starting shopprimingoperations.4. Fabricate connections for bolt, nut, and washer connectors.2.03 FINISHA. Prepare structural component surfaces in accordance with SSPC SP 7 and SP2 or SP3.B. Immediately after surface preparation, shop prime structural steel members. Do not primesurfaces that will be field welded, in contact with concrete, or high strength bolted with slipcriticalconnectors.2.04 SOURCE QUALITY CONTROLA. High-Strength Bolts: Provide testing and verification of shop-bolted connections in accordancewith AISC "Specification for Structural Joints Using ASTM A325..1. Visually inspect 100 percent of connections to ensure that all plies of connected parts arein complete contact.B. Welded Connections: Visually inspect all shop-welded connections and test 100 percent of fullpenetration welds using the following:1. Ultrasonic testing performed in accordance with ASTM E 164.PART 3 EXECUTION3.01 EXAMINATIONA. Verify that conditions are appropriate for erection of structural steel and that the work mayproperly proceed.04-27-11 STRUCTURAL STEEL05120 -3