Floor and roof were calculated using variable depht of the concrete layer;  Both elements rest on a sistem of walls that don't follow an structural order, but spatial. We started with a "map of efforts" and then, this map was translated into thickness throught the geometry. It's depth varies from 20 to 60cms, allowing 7m cantilevers and horizontal elements of more than 15m span.   

collaborator: Alejandro Bernabeu: NB35 engineers. mas acerca de Alejandro Bernabeu   

collaborator: NB35 engineers
...sobre arquitectura e ingeniería aquí