This specification covers the design, fabrication, supply, and delivery of Structural steel, Levels 1-10 for the Meridian Tower, North Sydney. It defines performance requirements, materials, tolerances, quality assurance, and documentation deliverables.
The works comprise a total of 480 tonnes and shall be completed to the schedule outlined in Section 9.
| Grade | Standard | Application | Yield (MPa) |
|---|---|---|---|
| 300PLUS | AS/NZS 3679.1 | Hot-rolled sections | 300 |
| 350L15 | AS/NZS 3678 | Plate, CAT-3 welded | 350 |
| C450L0 | AS/NZS 1163 | Hollow sections | 450 |
| Class 8.8 | AS 1252 | High strength bolting | 660 |
All fabrication and erection tolerances shall conform to AS/NZS 5131 Construction Category 3. Flatness and straightness tolerances: member length divided by 1000, not exceeding 10 mm. Connection plate flatness: ±1.5 mm across any 300 mm gauge length.
All exposed steel shall be shot-blasted to Sa 2.5 (AS 1627.4) immediately prior to priming. Primer: inorganic zinc silicate 75 µm DFT. Intermediate: epoxy mastic 125 µm DFT. Topcoat: polyurethane 75 µm DFT in RAL 7016 anthracite grey unless otherwise nominated.
Works shall commence no later than 14 days after release for manufacture. Progressive deliveries shall align with the construction program.