Vol 2 - Garney Construction

1.02 SUBMITTALSA. Action Submittals:1. Shop Drawings prepared in accordance with CRSI Manual of StandardPractice and ACI SP-66:a. Bending lists.b. Placing drawings.2. Welded, metallic sleeve splice, and mechanical threaded connection.B. Informational Submittals:1. Lab test reports for reinforcing steel showing stress-strain curves andultimate strengths.2. Mechanical Threaded Connections:a. Current ICC Evaluation Services Report or equivalent codeagency report listing findings to include acceptance, specialinspection requirements, and restrictions.b. Verification device threads have been tested and meetrequirements for thread quality, in accordance withmanufacturer’s published methods.c. Manufacturer’s instructions.3. Welding Qualification: Prior to welding, submit welder qualificationsand nondestructive testing procedures in accordance withSection 05 05 23, Welding.4. Test results of field testing.1.03 QUALITY ASSURANCEA. Welder Qualifications: Certified in accordance with AWS D1.4/D1.4M.1.04 DELIVERY, STORAGE, AND HANDLINGA. Unload, store, and handle bars in accordance with CRSI publication “PlacingReinforcing Bars.”PART 2PRODUCTS2.01 MATERIALSA. Reinforcing Bars:1. Includes stirrups, ties, and spirals.2. ASTM A615/A615M, Grade 60, where welding is not required.3. ASTM A706/A706M, Grade 60, for reinforcing to be welded.4. ASTM A767/767M, Grade 60, for galvanized bars.REINFORCING STEELPW/WBG/38205903 21 00 - 2 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL