Hi,
I'm looking at buying a house (with a few drawbacks of its' own), with a detached double garage with a studio room over it. The clay tile roof appears to be spreading, and I'm guessing the roof bracing may not be adequate. The design is such that the rafters run from the ridgeline to rest on a brick and block wall along the front and back edges of the garage, where the height of the wall is about 2 feet above the floor level of the studio. The front pitched roof has slid forwards about one inch (at the ends, perhaps 2" or more in the middle), taking the wall that it is resting on with it, so the brickwork over the garage doors is bowed out and leans out forwards, and is cracked at multiple points across the width of the garage and around the corners. Near the apex, on the gable end, a gap in the mortar bed that the end tiles are set in shows how the roof has slipped that inch from about the third row of tiles downwards, and the ridge-line dips between each end of the ridge.
Apart from possibly "collar ties" concealed by the pasterboard ceiling which is only about 18" across, there is no other good lateral tie, being a usable space. There may be some vertical timbers that link the rafters to the floor beams (set near the brick wall and about 2 ' further in, creating an internal studio wall about 3' high), but nothing to stop the spreading load, and I'm pretty sure there is no load bearing ridge beam. I've tried to find some plans, but to no avail.
Any ideas how expensive a structural survey will be, given that holes will have to be made to see the construction, and how much to budget for getting it fixed, while still retaining a useful space not punctuated by tie-bars?
The vendor, who has only ever rented the property out since it was constructed seems disinterested/unhelpful.
Thanks,
Andy
I'm looking at buying a house (with a few drawbacks of its' own), with a detached double garage with a studio room over it. The clay tile roof appears to be spreading, and I'm guessing the roof bracing may not be adequate. The design is such that the rafters run from the ridgeline to rest on a brick and block wall along the front and back edges of the garage, where the height of the wall is about 2 feet above the floor level of the studio. The front pitched roof has slid forwards about one inch (at the ends, perhaps 2" or more in the middle), taking the wall that it is resting on with it, so the brickwork over the garage doors is bowed out and leans out forwards, and is cracked at multiple points across the width of the garage and around the corners. Near the apex, on the gable end, a gap in the mortar bed that the end tiles are set in shows how the roof has slipped that inch from about the third row of tiles downwards, and the ridge-line dips between each end of the ridge.
Apart from possibly "collar ties" concealed by the pasterboard ceiling which is only about 18" across, there is no other good lateral tie, being a usable space. There may be some vertical timbers that link the rafters to the floor beams (set near the brick wall and about 2 ' further in, creating an internal studio wall about 3' high), but nothing to stop the spreading load, and I'm pretty sure there is no load bearing ridge beam. I've tried to find some plans, but to no avail.
Any ideas how expensive a structural survey will be, given that holes will have to be made to see the construction, and how much to budget for getting it fixed, while still retaining a useful space not punctuated by tie-bars?
The vendor, who has only ever rented the property out since it was constructed seems disinterested/unhelpful.
Thanks,
Andy