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    <title>steel-detail at Yahoo! Groups</title>
    <link>http://finance.groups.yahoo.com/group/steel-detail/</link>
    <description>The Steel-Detail Email Discussion List</description>

    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Sat, 11 Jul 2009 18:05:56 GMT</pubDate>
      <dc:creator>cap&#39;n ron</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52949</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52949</guid>
      <description>I did a job in NYC - underground.  The points were set using a universal co-ordinate system, no horizontal or vertical dimensions.  The point of origin was</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Sat, 11 Jul 2009 15:10:54 GMT</pubDate>
      <dc:creator>Tim Quinn</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52948</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52948</guid>
      <description>Good point! Always give horizontal and vertical dims! If the field isn&#39;t working off of something square it won&#39;t be correct no matter what. IMO Regards, Tim</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Sat, 11 Jul 2009 15:06:20 GMT</pubDate>
      <dc:creator>Tim Quinn</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52947</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52947</guid>
      <description>Give credit where credit is due, I save a bunch of Davis&#39;s responses, they&#39;re like a wealth of knowledge when it comes to correct procedure, you and Ron should</description>
    </item>
    <item>
      <title>FW: Steel-Detail: Anchor Bolt Plan Drawings</title>
      <pubDate>Sat, 11 Jul 2009 13:59:18 GMT</pubDate>
      <dc:creator>Pam Detrixhe</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52946</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52946</guid>
      <description>What kind of difference are you talking about. Gyp and Metal Studs are easier to accommodate than Steel.  I had an architect change a radius by 1/8&quot; on a</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Sat, 11 Jul 2009 12:33:30 GMT</pubDate>
      <dc:creator>Peter Officer</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52945</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52945</guid>
      <description>I assume the CAD drawing remained unaltered from the hardcopy you received.  The problem is that it didn&#39;t have enough dimensions so you had to &quot;guess&quot;.  If</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 20:18:32 GMT</pubDate>
      <dc:creator>cap&#39;n ron</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52944</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52944</guid>
      <description>Approved means approved, just like checked means checked.  Davis gave you the war and peace of it but the COSP is clear.  The AR Plan is the first fabrication</description>
    </item>
    <item>
      <title>Re: TIFF Printer</title>
      <pubDate>Fri, 10 Jul 2009 19:41:49 GMT</pubDate>
      <dc:creator>Lem</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52943</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52943</guid>
      <description>I use the &quot;Microsoft Office Document Image Writer&quot; printer that you can install from MS-Office. Lem Gaswint | Anduril Detailing Ltd. | PO Box 271 (USPS) | 1486</description>
    </item>
    <item>
      <title>Re: TIFF Printer</title>
      <pubDate>Fri, 10 Jul 2009 18:32:47 GMT</pubDate>
      <dc:creator>Bobby Fleener</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52942</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52942</guid>
      <description>Brava desktop _____ From: steel-detail@yahoogroups.com [mailto:steel-detail@yahoogroups.com] On Behalf Of Dean Briggs Sent: Friday, July 10, 2009 1:26 PM To:</description>
    </item>
    <item>
      <title>TIFF Printer</title>
      <pubDate>Fri, 10 Jul 2009 18:26:46 GMT</pubDate>
      <dc:creator>Dean Briggs</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52941</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52941</guid>
      <description>Anyone using a tiff printer or conversion program for your dwg files that they like? Dean Dean D. Briggs v801.298.2900 f801.298.3278 dean@... </description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 17:24:02 GMT</pubDate>
      <dc:creator>Brian Heimbach</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52940</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52940</guid>
      <description>THAT&#39;S FUNNY!!!</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 17:21:42 GMT</pubDate>
      <dc:creator>Frank Tremblay</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52939</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52939</guid>
      <description>On the lighter side...... the chances of the anchor bolts being set in the correct position of either plan are remote. Francis Tremblay (631)422-5839 </description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 17:20:03 GMT</pubDate>
      <dc:creator>davis</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52938</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52938</guid>
      <description>Scott, How many decimal places on the angles were noted on the contract drawings? What precision was used to layout the CAD drawing? If the contract drawings </description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 17:05:26 GMT</pubDate>
      <dc:creator>Rick Zychinski</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52937</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52937</guid>
      <description>Scott, Your approved anchor plan is a contract document. If there is document that supercedes this it is on the owners designated representative to make all</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 15:07:25 GMT</pubDate>
      <dc:creator>Metalstuff</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52936</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52936</guid>
      <description>Run the following lisp file on their drawings to see if any dimensions were manually changed. ;;; ;;;  FUDGE.LSP   Version 1.0 ;;; ;;;  Copyright (C) 1996 by</description>
    </item>
    <item>
      <title>Re: Anchor Bolt Plan Drawings</title>
      <pubDate>Fri, 10 Jul 2009 14:56:17 GMT</pubDate>
      <dc:creator>c.uselding@...</dc:creator>
      <link>http://finance.groups.yahoo.com/group/steel-detail/message/52935</link>
      <guid isPermaLink="true">http://finance.groups.yahoo.com/group/steel-detail/message/52935</guid>
      <description>Scott, I always put a note on my anchor bolt plans that reads as follows: Contractors Note: 1) All dimensions on this drawing must be adhered to or steel will</description>
    </item>

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