OK, that was also the only documentation I had. And as it is a VERY small, round building, design is everything. But then you have the bamboo mesh inside, that was what I was wondering, if anybody had made estimations on that design.<br>
<br>Cheers<br>Caroline<br><br><div class="gmail_quote">2010/3/15 Max Vittrup Jensen <span dir="ltr"><<a href="mailto:max@permalot...">max@permalot.org</a>></span><br><blockquote class="gmail_quote" style="margin: 0pt 0pt 0pt 0.8ex; border-left: 1px solid rgb(204, 204, 204); padding-left: 1ex;">
Hiya,<br>
<br>
Based on the tests in BC University of cob, along with their<br>
recommendations.<br>
In general please follow the links on the site;<br>
<a href="http://nbnetwork.org/nb/haiticobright" target="_blank">http://nbnetwork.org/nb/haiticobright</a> under the image of the shed.<br>
..but specially for you I'm happy to take the time and do it for you<br>
;o) <a href="http://www.stanleyparkecology.ca/programs/cob/journal/journal.htm" target="_blank">http://www.stanleyparkecology.ca/programs/cob/journal/journal.htm</a><br>
-An architect is working on a auto cad drawing of a more suitable image.<br>
<br>
Cheers,<br>
Max<br>
> ------------------------------<br>
><br>
> Message: 2<br>
> Date: Mon, 15 Mar 2010 10:58:35 +0100<br>
> From: Caroline Meyer White <<a href="mailto:hojtpaastraa@gmail...m">hojtpaastraa@gmail...</a>><br>
><br>
> Hi Max,<br>
><br>
> If you have any documentation for the earthquake resistance to +9 on the<br>
> richter scale, I would be VERY interested to see it.<br>
><br>
> Caroline<br>
><br>
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