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	<title>Comments for Scott Henson Architect LLC</title>
	<atom:link href="http://hensonarchitect.com/comments/feed/" rel="self" type="application/rss+xml" />
	<link>http://hensonarchitect.com</link>
	<description>Architects in New York City.</description>
	<lastBuildDate>Tue, 01 May 2012 05:37:51 +0000</lastBuildDate>
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		<title>Comment on Ornate Cornices Disappearing in Washington Heights by racetam</title>
		<link>http://hensonarchitect.com/ornate-cornices-disappearing-in-washington-heights/#comment-73</link>
		<dc:creator>racetam</dc:creator>
		<pubDate>Tue, 01 May 2012 05:37:51 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1579#comment-73</guid>
		<description>salutations from over the world. excellent article I will return for more.</description>
		<content:encoded><![CDATA[<p>salutations from over the world. excellent article I will return for more.</p>
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		<title>Comment on Ornate Cornices Disappearing in Washington Heights by Henrietta C. Patten</title>
		<link>http://hensonarchitect.com/ornate-cornices-disappearing-in-washington-heights/#comment-61</link>
		<dc:creator>Henrietta C. Patten</dc:creator>
		<pubDate>Tue, 17 Apr 2012 13:56:57 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1579#comment-61</guid>
		<description>I&#039;m not an expert when it comes to this. Didn&#039;t even know this was possible. Useful read, appreciate your posting this.</description>
		<content:encoded><![CDATA[<p>I&#8217;m not an expert when it comes to this. Didn&#8217;t even know this was possible. Useful read, appreciate your posting this.</p>
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		<title>Comment on Restoration Redux by Vitamin B</title>
		<link>http://hensonarchitect.com/restoration-redux/#comment-51</link>
		<dc:creator>Vitamin B</dc:creator>
		<pubDate>Sun, 01 Apr 2012 01:36:54 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1566#comment-51</guid>
		<description>salutations from across the ocean. Great post I shall return for more.</description>
		<content:encoded><![CDATA[<p>salutations from across the ocean. Great post I shall return for more.</p>
]]></content:encoded>
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	<item>
		<title>Comment on Restoration Redux by Echa</title>
		<link>http://hensonarchitect.com/restoration-redux/#comment-46</link>
		<dc:creator>Echa</dc:creator>
		<pubDate>Fri, 23 Mar 2012 18:51:58 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1566#comment-46</guid>
		<description>Home run! Great sulgging with that answer!</description>
		<content:encoded><![CDATA[<p>Home run! Great sulgging with that answer!</p>
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		<title>Comment on (De) and (Re) Construction by Yaro</title>
		<link>http://hensonarchitect.com/de-and-re-construction/#comment-35</link>
		<dc:creator>Yaro</dc:creator>
		<pubDate>Fri, 23 Mar 2012 13:37:33 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1516#comment-35</guid>
		<description>Saw cuts and rebar have nothing to do with each other. Rebar pneverts failure from weight being applied to the top of the slab. Concrete is only strong in compression, meaning a crushing force. It is very weak in tension, meaning a pulling force. When a load is applied to the slab, the top is under compression while the bottom is under tension. When the bottom fails from tension, the crack spreads upwards to the top. This happens when the ground under the slab settles, leaving a void. Rebar is meant to prevent the crack from continuing to the top of the slab, creating two separate pieces. Wire mesh does the same thing. That&#039;s why reinforcing should always be in the bottom 1/3 of the slab, not near the top. It&#039;s like bending a piece of wood; it always starts to break on the convex side, not the concave side. Saw cuts are used to prevent surface cracks. They are not structural, they just don&#039;t look good. These happen because the concrete creates heat through a chemical process. The heat rises to the top, drying the surface more quickly than the interior. The differing rates of dehydration and cooling create tension, making cracks. Saw cuts create weak points in the slab, which will release the tension first. They are meant to hide the cracks that would normally look jagged in the bottom of the straight line. Filling the saw cuts with caulking won&#039;t affect how the relief cuts perform, but it will keep debris out of them. For a 10 25 pad, you could probably get away without the cuts. I build factories for a living, and supervise the concrete finishers. We usually cut the slab into 12  6&quot; x 12  6&quot; squares, but that would only mean one joint in your case. I can&#039;t speak for a stamped finish, though. This should settle the question of relief cuts vs. rebar, though. They do two different jobs.BTW, all concrete needs rebar, wire mesh, or fiberglass mesh. Plain concrete without any reinforcing will break into pieces under its own weight. Fiberglass mesh is added to the concrete at the plant.</description>
		<content:encoded><![CDATA[<p>Saw cuts and rebar have nothing to do with each other. Rebar pneverts failure from weight being applied to the top of the slab. Concrete is only strong in compression, meaning a crushing force. It is very weak in tension, meaning a pulling force. When a load is applied to the slab, the top is under compression while the bottom is under tension. When the bottom fails from tension, the crack spreads upwards to the top. This happens when the ground under the slab settles, leaving a void. Rebar is meant to prevent the crack from continuing to the top of the slab, creating two separate pieces. Wire mesh does the same thing. That&#8217;s why reinforcing should always be in the bottom 1/3 of the slab, not near the top. It&#8217;s like bending a piece of wood; it always starts to break on the convex side, not the concave side. Saw cuts are used to prevent surface cracks. They are not structural, they just don&#8217;t look good. These happen because the concrete creates heat through a chemical process. The heat rises to the top, drying the surface more quickly than the interior. The differing rates of dehydration and cooling create tension, making cracks. Saw cuts create weak points in the slab, which will release the tension first. They are meant to hide the cracks that would normally look jagged in the bottom of the straight line. Filling the saw cuts with caulking won&#8217;t affect how the relief cuts perform, but it will keep debris out of them. For a 10 25 pad, you could probably get away without the cuts. I build factories for a living, and supervise the concrete finishers. We usually cut the slab into 12  6&#8243; x 12  6&#8243; squares, but that would only mean one joint in your case. I can&#8217;t speak for a stamped finish, though. This should settle the question of relief cuts vs. rebar, though. They do two different jobs.BTW, all concrete needs rebar, wire mesh, or fiberglass mesh. Plain concrete without any reinforcing will break into pieces under its own weight. Fiberglass mesh is added to the concrete at the plant.</p>
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		<title>Comment on Park Avenue Armory by Nadene Hryniewich</title>
		<link>http://hensonarchitect.com/park-avenue-armory/#comment-33</link>
		<dc:creator>Nadene Hryniewich</dc:creator>
		<pubDate>Fri, 23 Mar 2012 11:28:23 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1572#comment-33</guid>
		<description>Hello there, just changed into aware of your weblog thru Google, and found that it&#039;s truly informative. I am going to be careful for brussels. I will appreciate should you continue this in future. Numerous folks will probably be benefited from your writing. Cheers!</description>
		<content:encoded><![CDATA[<p>Hello there, just changed into aware of your weblog thru Google, and found that it&#8217;s truly informative. I am going to be careful for brussels. I will appreciate should you continue this in future. Numerous folks will probably be benefited from your writing. Cheers!</p>
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	<item>
		<title>Comment on A Jewel Box for Translucent Treasures by Flora</title>
		<link>http://hensonarchitect.com/a-jewel-box-for-translucent-treasures/#comment-30</link>
		<dc:creator>Flora</dc:creator>
		<pubDate>Fri, 23 Mar 2012 08:08:42 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1521#comment-30</guid>
		<description>That&#039;s a wise answer to a trikcy question</description>
		<content:encoded><![CDATA[<p>That&#8217;s a wise answer to a trikcy question</p>
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	</item>
	<item>
		<title>Comment on In Detail&gt; Frick Portico Gallery by Mose Pengelly</title>
		<link>http://hensonarchitect.com/in-detail-frick-portico-gallery/#comment-22</link>
		<dc:creator>Mose Pengelly</dc:creator>
		<pubDate>Wed, 21 Mar 2012 12:23:28 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1519#comment-22</guid>
		<description>Thanks  for helping out,  superb   information.</description>
		<content:encoded><![CDATA[<p>Thanks  for helping out,  superb   information.</p>
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	</item>
	<item>
		<title>Comment on New Research Reveals the Safety Hazards of Green Building by Amelia</title>
		<link>http://hensonarchitect.com/new-research-reveals-the-safety-hazards-of-green-building/#comment-14</link>
		<dc:creator>Amelia</dc:creator>
		<pubDate>Fri, 24 Feb 2012 08:02:03 +0000</pubDate>
		<guid isPermaLink="false">http://hensonarchitect.com/?p=1514#comment-14</guid>
		<description>What a great blog</description>
		<content:encoded><![CDATA[<p>What a great blog</p>
]]></content:encoded>
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		<title>Comment on On fifth try, Puck changes finally pass muster by Neck pain relief</title>
		<link>http://hensonarchitect.com/on-fifth-try-puck-changes-finally-pass-muster/#comment-5</link>
		<dc:creator>Neck pain relief</dc:creator>
		<pubDate>Wed, 25 Jan 2012 06:42:22 +0000</pubDate>
		<guid isPermaLink="false">http://wp.hensonarchitect.com/?p=882#comment-5</guid>
		<description>Many thanks for taking this chance to speak about this, Personally i think strongly regarding it and I make use of learning about this subject. When possible, as you gain data, please update this website with new information. I&#039;ve found it extremely useful.</description>
		<content:encoded><![CDATA[<p>Many thanks for taking this chance to speak about this, Personally i think strongly regarding it and I make use of learning about this subject. When possible, as you gain data, please update this website with new information. I&#8217;ve found it extremely useful.</p>
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