Return to index: [Subject] [Thread] [Date] [Author]

RE: Framing Decisions

[Subject Prev][Subject Next][Thread Prev][Thread Next]
OK, I had missed two important points. 


Ghassem.

-----Original Message-----
From: Phil Hodge [mailto:phil(--nospam--at)joistdesign.com]
Sent: Monday, January 03, 2000 9:03 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Framing Decisions


Ghassem:

I disagree.  40' cold formed purlins are not usually practical, and standing
seam deck is likely to leak at 1/4" slope.

Phil

"Khosrownia, Ghassem SPK" wrote:

> It sounds like you need to use a system similar to pre-engineered
buildings,
> rigid frames plus cold formed purlins and standing seam roofing. Much
> cheaper than the conventional framing you are proposing.