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- 15 Aug 2003
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I need to replace the lead flashing which forms a 12m gully between the tiled roof of a single story building and the vertical wall of the main part of the house. The original flashing is in three sections (the longest being about 6m) and is admitting water through the joints which have been patched with various layers of bitumen and flashband over the years. The pointing where the flashing is wedged into the wall is also in poor condition and there are places where the flashing is not really wide enough to ensure complete waterproofing on the roof side.
I am proposing to replace the flashing with 600mm wide code 4 flashing which will allow me to go one course of bricks higher on the wall side and allow a good lap onto the battens supporting the tiles.
QUESTIONS
All the literature (from Wicks and Calder group) insists that lengths should be no longer than 1.5m, which means that I will end up with 8 lengths and 7 joints. In theory, I should form a step or \\\"drip\\\" at each joint and avoid an overlap or welt. This is impossible as there is not enough fall to accomodate it.
If I use overlaps, will it be sufficient to seal them with Calder\\\'s lead sheet sealant? This is intended for pointing lead/brickwork joints but I don\\\'t know how it will perform in lead/lead joints.
I have considered reinforcing the overlaps with strips of self-adhesive Flashband but don\\\'t know whether this will prove to be a \\\"bodge\\\" that will cause problems in the future.
Any advice or observations would be welcome - especially if received before the rain-clouds return!
I am proposing to replace the flashing with 600mm wide code 4 flashing which will allow me to go one course of bricks higher on the wall side and allow a good lap onto the battens supporting the tiles.
QUESTIONS
All the literature (from Wicks and Calder group) insists that lengths should be no longer than 1.5m, which means that I will end up with 8 lengths and 7 joints. In theory, I should form a step or \\\"drip\\\" at each joint and avoid an overlap or welt. This is impossible as there is not enough fall to accomodate it.
If I use overlaps, will it be sufficient to seal them with Calder\\\'s lead sheet sealant? This is intended for pointing lead/brickwork joints but I don\\\'t know how it will perform in lead/lead joints.
I have considered reinforcing the overlaps with strips of self-adhesive Flashband but don\\\'t know whether this will prove to be a \\\"bodge\\\" that will cause problems in the future.
Any advice or observations would be welcome - especially if received before the rain-clouds return!