05/28/2026
A better seismic coordination workflow for data center and industrial projects:
Phase 1 — Concept / SD
Seismic basis documented (SDS, Risk Category, Ip). Heavy equipment locations identified. Anchorage approach decided in principle.
Phase 2 — Modeling Start
Modelers get a support and anchorage assumption document. Revit families for seismic-relevant components are pre-vetted. Span and attachment rules defined.
Phase 3 — Mid-Modeling Check
Structural reviewer reviews the in-progress model—not for clashes, but to flag choices that create heavier supports. Caught here, fixed in modeling, not in the field.
Phase 4 — Final Coordination
Seismic review confirms what’s already designed in. No new tube steel surprises.
Phase 5 — Construction
Anchorage and support packages match what got coordinated. Field changes become exception cases, not the norm.
If your projects are seeing seismic-driven rework after coordination should be done, the leverage point is in Phase 1–2, not Phase 4.