TIGF Head Office

Pau, France
Client
IGF
Architect
360°
Area
10 000 m²
Year
2014
Our services
Structural Engineering Design in concrete and timber,
Enveloppe Design

A 3-storey building with technical equipment and plant rooms on flat roofs and full-size semi-underground basement. By virtue of its nature and location, this building is subject to very high seismic requirements: seismic class 4 building in seismic zone 4.

The type of foundation adopted for its construction is a raft foundation, and bracing is provided by non-coupled concrete curtain walls. All of its floors are made of post-tensioned prestressed concrete, with the exception of the service ducts made of conventional prestressed precast slabs.

Photo credit: © Kévin Dolmaire

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