Green Building Bible, Fourth Edition |
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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. |
Vanilla 1.0.3 is a product of Lussumo. More Information: Documentation, Community Support.
Posted By: gyrogearVery Interesting !
I have already started comparing it with mine !
gg
Posted By: SteamyTeaHow does your energy usage compare to the EPC?
Posted By: gravelldWell done and looking forward to reading. But let's not forget the 'limitations' of EPCs (especially using RdSAP) as a reliable assessment tool.
Posted By: Pile-o-Stonemainly using the 'Old House Handbook'
Posted By: renewablejohnHave similar to do with my listed building. While doing the Lime mortar course at Ty Mawr they told us about this construction so I have it approved for when we put in the UFH. The planners have insisted that if we find stone flags they can be lifted but relaid in the same position. Having had a quick investigation it seems a layer of bitumen has been laid over flags so I am not looking forward to the job. Just on the UFH I was looking to include in the screed both water and electric. Has anyone done this with this floor construction.
Posted By: Pile-o-StoneIf the flags are crappy once you take off the bitumen, I'd be tempted to quietly put them in the garden as a patio or as a pathway.
Posted By: renewablejohnIts like a red bitumen I have already taken it off in the hall quite easily and revealed a flag stone 6 foot by 4 foot so now desperate to find out what is underneath it. Lost cellar ? Priest hole ?. Just cannot decide how to do it as it will be so heavy.
Posted By: djhPosted By: renewablejohnIts like a red bitumen I have already taken it off in the hall quite easily and revealed a flag stone 6 foot by 4 foot so now desperate to find out what is underneath it. Lost cellar ? Priest hole ?. Just cannot decide how to do it as it will be so heavy.http:///newforum/extensions/Vanillacons/smilies/standard/shocked.gif" alt="
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" >That will be heavy! It won't be a priest hole because they wouldn't have been able to open and close it. Maybe there's a vampire buried under it?
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Posted By: YanntoeThe old EPC was F31 and it is now ....... wait for it ........ F37.
Take home message - EPC's are not really very useful!
Posted By: Pile-o-StoneI was working away from home while all this went on, something I'd never do again. I just wish I had not gone for the cheap 'mate rates'. Of all of the various jobs we had done, this was the worst, one of the most important and the one that (still) causes the most grief and annoyance.
Posted By: Peter_in_HungaryPosted By: Pile-o-StoneI was working away from home while all this went on, something I'd never do again. I just wish I had not gone for the cheap 'mate rates'. Of all of the various jobs we had done, this was the worst, one of the most important and the one that (still) causes the most grief and annoyance.
In my experience expensive does not guarantee good it just guarantees expensive - to guarantee good I have found you have to be on site and watching.
Posted By: Pile-o-StoneTrue, but we shouldn't have to stand over someone just to make sure they do their job properly. Is there no professional pride, especially if the work is for someone you know.
Posted By: gravelldPlus, even if trades are doing their best, 'best' is only relative to what they know. In Pile-o-Stone's case, those guys might have been told before that "small gaps won't make a big difference".