https://drive.google.com/file/d/1-YHtOXdnExNd6VXp0zVGfiAFKt70QyzC/view?usp=sharing

Based on the above Specifications: answer the following:

1. Which is the division of the CSI MasterFormat (0-49) for steel? 2. Whose responsibility is it to produce specification? 3. Which agency's symbols are used to indicate welding details? 4. Which industry standards should be complied with in completing this project? List at least three, and be specific. 5. What qualification for welders is required for this project? 6. What type of bolts should be used for high-strength bolted construction? 7. Is the specification for non-metallic shrinkage-resistant grout considered an open or closed specification? Is it proprietary? Explain your answer. 8. Is the steel painted in the shop or in the field? List any exceptions. 9. What entity is responsible for testing the high-strength bolted and welded connections? 10. When is temporary shoring to be removed? 11. According to what tolerances should individual structural members be leveled and plumbed? 12. What is the minimum dry film thickness for areas touched-up with paint? 13. How many welds should be visually inspected? 14. Who pays for additional testing of unacceptable welds?