Y1DA--586-401 | Construct CLC Residential Neighborhood | Jackson, MS | Scott Tom

G.V. Montgomery VAMC June 29, 2026 CLC Residential Neighborhood 100% Construction Documents Jackson, MS 39216 Project No: 586-401 Addendum 01 05 12 00 - 1 SECTION 05 12 00 STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Structural steel shapes, plates, and bars. 2. Structural pipe. 3. Bolts, nuts, and washers. 1.2 RELATED REQUIREMENTS A. Materials Testing and Inspection During Construction: Section 01 45 29, TESTING LABORATORY SERVICES. B. Fireproofing: Section 07 81 00, APPLIED FIREPROOFING. C. Painting: Section 09 91 00, PAINTING. D. Comply with references to extent specified in this section. E. American Institute of Steel Construction (AISC): 1. AISC Manual - Steel Construction Manual, 14th Ed. 2. 303-10 - Code of Structural Steel Buildings and Bridges. 3. 360-10: Specification for Structural Steel Buildings. F. The American Society of Mechanical Engineers (ASME): 1. B18.22.1-09 - Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers. G. American Welding Society (AWS): 1. D1.1/D1.1M-15 - Structural Welding Code - Steel. H. ASTM International (ASTM): 1. A6/A6M-14 - General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. 2. A36/A36M-14 - Carbon Structural Steel. 3. A53/A53M-12 - Pipe, Steel, Black and Hot-Dip, Zinc-Coated, Welded and Seamless. 4. A123/A123M-15 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 5. A242/A242M-13 - High-Strength Low-Alloy Structural Steel. 6. A283/A283M-13 - Low and Intermediate Tensile Strength Carbon Steel Plates. -- 1 of 7 -- G.V. Montgomery VAMC June 29, 2026 CLC Residential Neighborhood 100% Construction Documents Jackson, MS 39216 Project No: 586-401 Addendum 01 05 12 00 - 2 7. A307-14 - Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI Tensile Strength. 8. A500/A500M-13 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing and Rounds and Shapes. 9. A501/A501M-14 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing and Rounds and Shapes. 10. A572/A572M-15 - High-Strength Low-Alloy Columbium-Vanadium Structural Steel. 11. A992/A992M-15 - Structural Shapes. 12. F2329/F2329M-15 - Zinc Coating, Hot-Dip, Requirements for Application to Carbon and Alloy steel Bolts, Screws, washers, Nuts, and Special Threaded Fasteners. 13. F3125/F3125M-15 - Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions I. Master Painters Institute (MPI): 1. No. 18 - Primer, Zinc Rich, Organic. J. Military Specifications (Mil. Spec.): 1. MIL-P-21035 - Paint, High Zinc Dust Content, Galvanizing, Repair. K. Occupational Safety and Health Administration (OSHA): 1. 29 CFR 1926.752(e) - Guidelines For Establishing The Components Of A Site-Specific Erection Plan. 2. 29 CFR 1926-2001 - Safety Standards for Steel Erection. L. Research Council on Structural Connections (RCSC) of The Engineering Foundation: 1. Specification for Structural Joints Using ASTM F3125 Bolts. 1.3 SUBMITTALS A. Submittal Procedures: Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. Submittal Drawings: 1. Show size, configuration, and fabrication and installation details. C. Sustainable Construction Submittals: 1. Recycled Content: Identify post-consumer and pre-consumer recycled content percentage by weight. -- 2 of 7 -- G.V. Montgomery VAMC June 29, 2026 CLC Residential Neighborhood 100% Construction Documents Jackson, MS 39216 Project No: 586-401 Addendum 01 05 12 00 - 3 D. Test Reports: Certify products comply with specifications. 1. Welders' qualifying tests. E. Certificates: Certify each product complies with specifications. 1. Structural steel. 2. Steel connections. 3. Welding materials. 4. Shop coat primer paint. F. Qualifications: Substantiate qualifications comply with specifications. 1. Fabricator. 2. Installer. 3. Welders and welding procedures. G. Delegated Design Drawings and Calculations: Signed and sealed by responsible Architect/Engineer. 1. Connection calculations. H. Record Surveys: Signed and sealed by responsible surveyor or engineer. 1.4 QUALITY ASSURANCE A. Fabricator Qualifications: AISC Quality Certification participant designated as AISC Certified Plant, Category STD. 1. Regularly fabricates specified products. 2. Fabricated specified products with satisfactory service on five similar installations for minimum five years. B. Installer Qualifications: AISC Quality Certification Program participant designated as AISC-Certified Erector, Category ACSE. 1. Regularly installs specified products. 2. Installed specified products with satisfactory service on five similar installations for minimum five years. C. Before commencement of Work, ensure steel erector provides written notification required by OSHA 29 CFR 1926.752(e). Submit a copy of the notification to Contracting Officer's Representative. D. Welders and Welding Procedures Qualifications: AWS D1.1/D1.1M. 1.5 WARRANTY A. Construction Warranty: FAR clause 52.246-21, "Warranty of Construction." -- 3 of 7 -- G.V. Montgomery VAMC June 29, 2026 CLC Residential Neighborhood 100% Construction Documents Jackson, MS 39216 Project No: 586-401 Addendum 01 05 12 00 - 4 PART 2 - PRODUCTS 2.1 SYSTEM PERFORMANCE A. Delegated Design: Prepare submittal documents including design calculations and drawings signed and sealed by registered design professional, licensed in state where project is located. B. Design structural steel framing connections complying with specified performance: 1. Load Capacity: Resist loads indicated on drawings. Account for connection and member loads and eccentricities. a. Request additional design criteria when necessary to complete connection design. 2. Configuration: Design and detail all connections for each member size, steel grade and connection type to resist the loads and reactions indicated on the drawings or specified herein. Use details consistent with details sh…