Green Building Bible, Fourth Edition |
These two books are the perfect starting place to help you get to grips with one of the most vitally important aspects of our society - our homes and living environment. PLEASE NOTE: A download link for Volume 1 will be sent to you by email and Volume 2 will be sent to you by post as a book. |
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Posted By: greenfinger@Mike1 - "One company I worked for did a lot of re-roofing, and slate and a halfs were always mandatory to ensure water-tightness."More reclaimed than new, but there are no doubt geographical variations in availability.
Was that using new or reclaimed?
Posted By: greenfingeris it ok to have a one inch gap between the side of the slates and the abutment wall?I think that would provide adequate support, though ideally you'd space several of the adjoining slates to spread out the gap, unless the gaps between slates are already excessively wide.
Posted By: Mike1Don't forget to carry the underfelt up the abutment, below the soakers.
Posted By: cjardThe smaller the gap is the more large wind-blown debris will be inhibited from coming to rest on the soaker, but that's about all I can think of for differences
Posted By: greenfingerStripping back more rows would make it a much bigger job, which I'd really prefer not to.It's not vital - go ahead.
Posted By: greenfingerI was proposing to get 240mm width lead, so 75mm upstand and 165mm on the slope.Sounds good.
Posted By: greenfingerWould you come up the wall with the felt the same amount as the soaker (75mm)?Yes :)
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