Mark and I went to the builders this morning to see the slab design plans from the engineer,
all was well except the engineer said he could not work out the foundations for the deck posts,
as he could not get the info he needed from Wide Span.
Anyway if we don't get a satisfactory answer from him tomorrow we will approach another engineer
to work out that part of the foundations.
It seems very hard to get any sense out of Wide Span,
let's hope it all gets worked out tomorrow,
as this is the last thing to get right before we can start to build.
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