Something was bound not to go to plan and the only remaining internal brick wall proved to be too unstable to support 2 short RSJs at first floor ceiling and floor levels. So this requires a rethink and Richard Renier, the Structural Engineer will be paying a site visit soon for Plan B. We don't anticipate major problems and think this shouldn't cause too many problems for service runs but it will delay the Roofers completing the roof. The rafters are going up and the new Steel purlins are in place.


Henry, part of the Main Contractor's team, celebrated his Birthday today by removing the debris from the demolished unstable wall.
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