80459-641-01, Rev. 09

Securing Structures to Floor—Seismic Hazard* Designated Locations

Each section must be anchored per detail supplied by engineer of record to the load bearing path of the building structural system. For floor mounting locations, see Type 1, Type 1 Gasketed, Type 1 Sprinkler Resistant, and Type 12 Seismic Tie Down Locations or Seismic Tie-Down Locations for 18-Pulse AC Drive MCC Sections. Use 0.50 in. or 0.75 in. grade 5 or higher bolts and Belleville washers. Torque bolts to the value specified by the manufacturer of the anchor.

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