My team wanted to know about the rules regarding dampers falling outside of the building zones of the tower. Our damper connections hook around the framing beams and columns, and we were planning to have dampers in the outermost bays of our tower. This means that the damper-to-tower connections (only the damper portions, not any structural balsa wood) fall just slightly outside of the allowable building space. Is this acceptable, or would we have to redesign our damper connections in these locations?