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Total 30 documents matching your query.

21. [TowerTalk] The other side of the story & Banishment (score: 1)
Author: "ISP BNJCOMP COM" <isp@bnjcomp.com>
Date: Fri, 7 Jan 2005 13:48:45 -0600
Being new to this list and this metal structure knowledge base I wonder is there another list not run by a vendor that has the information that is on this list? I learn a lot from people here but I s
/archives//html/Towertalk/2005-01/msg00424.html (11,956 bytes)

22. [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Thu, 7 Jul 2005 23:37:14 -0500
I am in process of putting up (FINALLY after 2 years of waiting) my ROHN SSV. I have gathered up 14N through 7N and put it together. It is surely bigger than I thought it would be but that is not my
/archives//html/Towertalk/2005-07/msg00168.html (8,950 bytes)

23. Re: [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Fri, 8 Jul 2005 21:44:06 -0500
Well don't know that I need it but got a really good deal on this. It was 9 months old and permit was lost on it so they disassembled and I bought (with transportation) for abotu $5500. So do I need
/archives//html/Towertalk/2005-07/msg00207.html (8,379 bytes)

24. Re: [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Fri, 8 Jul 2005 22:03:08 -0500
Bob, Please rember that I don;'t know or have access to a belling machine. Makes me kind of paranoid to think about getting 10-12' in a hole and hand belling out hole. Are you suggesting a big square
/archives//html/Towertalk/2005-07/msg00208.html (11,595 bytes)

25. [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Sat, 9 Jul 2005 09:42:44 -0500
Of couse like everyone else here on this list that puts up thier own tower I am trying to save money. But also trying to stay safe. The property I am putting this on was originally part of a piece of
/archives//html/Towertalk/2005-07/msg00210.html (13,705 bytes)

26. [TowerTalk] Center on Pad of Rohn SSV (score: 1)
Author: <isp@bnjcomp.com>
Date: Sat, 9 Jul 2005 09:47:34 -0500
I just purchased some more rohn SSV sections. The gentleman selling it had a 10N through 1W tower on a concrete pad. I noticed that the tower was not cnetered on the pad and inquired. He says that th
/archives//html/Towertalk/2005-07/msg00211.html (7,184 bytes)

27. Re: [TowerTalk] Center on Pad of Rohn SSV (score: 1)
Author: <isp@bnjcomp.com>
Date: Sat, 9 Jul 2005 11:21:20 -0500
As I tried to indicate this was someone elses tower that was erected already. It sounded strange but he has been putting up towers for most of his life (in 50's now) and to that I attributed knowledg
/archives//html/Towertalk/2005-07/msg00217.html (11,505 bytes)

28. Re: [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Sat, 9 Jul 2005 11:46:36 -0500
Jim, I can not argue with much at all regarding your statements. Except the engineering costs at 20 hours @ $100 per hour would be abotu 45% the cost of the tower. I will probable have a hard time fi
/archives//html/Towertalk/2005-07/msg00219.html (14,689 bytes)

29. Re: [TowerTalk] Pad and Pier for ROHN SSV. Pad and Pier Foundations (score: 1)
Author: <isp@bnjcomp.com>
Date: Mon, 11 Jul 2005 00:37:06 -0500
I still have to get and look at the cores done on my property. Am hoping that they actually did a core at or real near where the proposed tower location is. So I can compare where do I find what "nor
/archives//html/Towertalk/2005-07/msg00254.html (12,241 bytes)

30. [TowerTalk] concrete weight (score: 1)
Author: <isp@bnjcomp.com>
Date: Tue, 12 Jul 2005 22:23:31 -0500
I see all kinds of concrete out there with varing weight and varying strength. Do tower support legs usually mix with 3000 psi or 6000 psi compresive strenght concrete? Also of "normal" concrete what
/archives//html/Towertalk/2005-07/msg00303.html (8,609 bytes)


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