To: | Jim Miller <JimMiller@STL-Online.Net> |
---|---|
Subject: | Re: [TowerTalk] Tower base dimensions - why? |
From: | "Alan C. Zack" <k7acz@cox.net> |
Date: | Thu, 09 Sep 2004 19:32:28 -0700 |
List-post: | <mailto:towertalk@contesting.com> |
One thing to consider is what your Bldg Dept requires before they will
issue a Bldg Permit. In my case they required 90 MPH Wind Calcs to
IBC-2000 specs. I was going to order a tower from U.S. Towers but all
they could provide were 70 MPH wind calcs to UBC-97 specs. These were
not acceptable to my Bldg Dept. U.S. Towers does not have a full time
PE on staff to do the wind calcs and told me they could get them from
an outside P.E. for $250.00. I gave them the OK to contact the
outside P.E. but he was not able to provide them. Guess what I'm trying to say is rather than seeing what all the options are find out first what will be accepted. 73 & GL Jim Miller wrote: Your answer is exactly why I think the deeper base would be the most stable. Guess I didn't specify why in the original message. Waiting to see what the engineers have to say. Good luck with Ivan. Looks like you will get real wet if nothing else. -- __________________________________________________________________________ Alan Zack Amateur Radio Station K7ACZ Las Vegas, Nevada, USA Quality Engineer, The Boeing Company, Retired Aviation Chief Warrant Officer, U.S. Coast Guard, Retired U.S. Coast Guard, Always Ready, Always There Every hour, Every day, Around the Clock and Around the World SEMPER PARATUS http://gocoastguard.com _______________________________________________ See: http://www.mscomputer.com for "Self Supporting Towers", "Wireless Weather Stations", and lot's more. Call Toll Free, 1-800-333-9041 with any questions and ask for Sherman, W2FLA. _______________________________________________ TowerTalk mailing list TowerTalk@contesting.com http://lists.contesting.com/mailman/listinfo/towertalk |
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