Every heavy thing in this building arrived by crane, over a neighbour's roof, onto a lot with buildings hard against both property lines. There was no lay-down yard, no room to stage, and no second attempt on any pick. The structure is filled-cell CMU on cast-in-place columns, beams and slab on grade, heavy structural steel across the spans, and precast concrete for every other slab in the building — and the hardest part was never the engineering. It was the sequence.
Specification
- Primary structure
- Filled-cell CMU walls on cast-in-place columns, beams and slab on grade; heavy structural steel beams and joists; precast concrete for every other slab
- Structural engineer of record
- Nodal Structures — Carlos A. Nodal, Florida PE 49285
- Long spans
- Structural steel beams and open-web steel joists
- Decks
- Precast concrete slabs
- Roofing
- Waterproofing — self-performed by the builder
- Site constraint
- Infill lot, buildings against both property lines, no lay-down area
- Method
- Structural material craned in over adjacent roofs
Structure and roofing scope are taken from the permitted trade descriptions. Site and method notes are attested by the builder.
The shell
Steel, then masonry, then precast — in that order.
The shell
Around it, then through it.
Filled-cell CMU, poured columns, structural steel and precast, read from the air and then from inside.