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Hello All,
I am planning to convert a detached, 1960's, brick-built (singe-skin with piers) garage with a pitched, tiled roof into a new kitchen-diner and connect it to the existing house with a nice walkway with plenty of glass. The garage is approximately 3.5x6.0m.
I am planning to construct the internal walls using timber studwork and the build the floor in a similar manner. I have drawn up a sketch showing the intended construction, which I think I am happy with - and is attached to the post for people to view - but do have a a couple of questions remaining for anyone who's done this before.
Namely;
1. Is an external layer of sheathing (OSB) required on the outer face of the studwork walls for stability? (of course this would go on before the Tyvek wrap like any other timber frame building.
2. Should I provide brickwork ties between the new studwork framing and existing outer skin of brickwork, again, to strengthen and stabilise the whole structure. I am planning a large opening of around 2.5m for some bi-fold / sliding doors in a longer side. I have a gut feeling this would be a good idea, but am unsure whether the benefit would actually be realised without a positive connection between the perimeter block and existing slab.
3. How should the potential for water to get into the cavity and pool at the base of the wall be combatted, or is this not an issue I should worry about?
Any input or feedback is much appreciated, be it specific to the items above or the project in general.
Cheers,
Spaceworm.
I am planning to convert a detached, 1960's, brick-built (singe-skin with piers) garage with a pitched, tiled roof into a new kitchen-diner and connect it to the existing house with a nice walkway with plenty of glass. The garage is approximately 3.5x6.0m.
I am planning to construct the internal walls using timber studwork and the build the floor in a similar manner. I have drawn up a sketch showing the intended construction, which I think I am happy with - and is attached to the post for people to view - but do have a a couple of questions remaining for anyone who's done this before.
Namely;
1. Is an external layer of sheathing (OSB) required on the outer face of the studwork walls for stability? (of course this would go on before the Tyvek wrap like any other timber frame building.
2. Should I provide brickwork ties between the new studwork framing and existing outer skin of brickwork, again, to strengthen and stabilise the whole structure. I am planning a large opening of around 2.5m for some bi-fold / sliding doors in a longer side. I have a gut feeling this would be a good idea, but am unsure whether the benefit would actually be realised without a positive connection between the perimeter block and existing slab.
3. How should the potential for water to get into the cavity and pool at the base of the wall be combatted, or is this not an issue I should worry about?
Any input or feedback is much appreciated, be it specific to the items above or the project in general.
Cheers,
Spaceworm.
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