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Farm Building and Infrastructure
Buildings & Infrastructure
Planning Applications, PD and the like (General Chat)
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<blockquote data-quote="Chainsawwill" data-source="post: 6579385" data-attributes="member: 129436"><p>I’m looking at a agricultural timber framed barn at the moment in Bedfordshire and the frame is structurally sound and quite substantial although there is very little to none real foundations. The whole frame is resting on timber bearers, part of which is on a 4 inch thick slab. The slab extends two thirds or the buildings footprint. Is it possible to convert under class q without proper foundations and could foundations be introduced in sections without damaging the timber framed structure . Could these foundations come under the scope of “internal works” and all work carried out from the inside while the building is erected still. I know it would be a pain but possible. It also seems the LA want a structural engineers report before they will make a decision on the PD. Is this a normal thing to provide. </p><p></p><p>Thanks</p></blockquote><p></p>
[QUOTE="Chainsawwill, post: 6579385, member: 129436"] I’m looking at a agricultural timber framed barn at the moment in Bedfordshire and the frame is structurally sound and quite substantial although there is very little to none real foundations. The whole frame is resting on timber bearers, part of which is on a 4 inch thick slab. The slab extends two thirds or the buildings footprint. Is it possible to convert under class q without proper foundations and could foundations be introduced in sections without damaging the timber framed structure . Could these foundations come under the scope of “internal works” and all work carried out from the inside while the building is erected still. I know it would be a pain but possible. It also seems the LA want a structural engineers report before they will make a decision on the PD. Is this a normal thing to provide. Thanks [/QUOTE]
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