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	<title>420cherrystreet.com</title>
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	<link>http://420cherrystreet.com</link>
	<description>Helena, Arkansas</description>
	<lastBuildDate>Wed, 28 Dec 2011 03:12:09 +0000</lastBuildDate>
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		<title>Wood Window Restoration</title>
		<link>http://420cherrystreet.com/window-restoration/</link>
		<comments>http://420cherrystreet.com/window-restoration/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 04:53:27 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 2: Storefront]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=212</guid>
		<description><![CDATA[There are 2 pair of wood double-hung windows at the second floor, West Elevation. Seven out of eight sash of varying condition were retained. Wood deterioration was stabilized with a wood-epoxy mix. Two coats of oil primer were applied followed]]></description>
			<content:encoded><![CDATA[<p>There are 2 pair of wood double-hung windows at the second floor, West Elevation.  Seven out of eight sash of varying condition were retained.</p>
<p>Wood deterioration was stabilized with a wood-epoxy mix.  Two coats of oil primer were applied followed by 3 applications of acrylic top coat.</p>
<p>In the interest of experimentation, a comparison of wood filler materials were experimented with on the exterior trim: Abatron WoodEpox, Durham&#8217;s Water Putty, and Elmer&#8217;s Wood Filler.</p>
<p>Loose joints between stiles and rails were re-glued and reinforced.  Broken and missing glass was replaced.  The sash were re-glazed, painted, and reinstalled. All sash are operable.</p>
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		<title>Staircase</title>
		<link>http://420cherrystreet.com/staircase/</link>
		<comments>http://420cherrystreet.com/staircase/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 04:20:50 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 3: Apartment Renovation]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=209</guid>
		<description><![CDATA[The challenge associated with the staircase involved mainly how to re-use the original stair stringers (the heavy timbers with a shark-tooth-like pattern cuts in them) and achieve code compliance. In their original 1800s configuration, the stairs landed directly on the]]></description>
			<content:encoded><![CDATA[<p>The challenge associated with the staircase involved mainly how to re-use the original stair stringers (the heavy timbers with a shark-tooth-like pattern cuts in them) and achieve code compliance.  In their original 1800s configuration, the stairs landed directly on the sidewalk (as evinced by the ghost paint marks left on the wall discovered during demolition).  Although desired, this was not practical if code compliance was to be achieved.  We needed a landing at the foot of the stairs and we needed a landing somewhere mid-run due to the greater-than 12&#8242; total rise.</p>
<p>Another goal was to use the staircase as a way to add structural integrity to the 2nd floor.  This is partially accomplished by the new columns and dividing wall (yet to be built) that will separate the residential entry from the 1st floor commercial space.</p>
<p>This project was interesting in that it took 50 person-hours to plan, but only about 35 to build.</p>
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		<title>Storefront &#8211; Street Level</title>
		<link>http://420cherrystreet.com/storefront-street-level/</link>
		<comments>http://420cherrystreet.com/storefront-street-level/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 04:16:22 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 2: Storefront]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=204</guid>
		<description><![CDATA[Most of the existing storefront framing was eaten by termites. The tile work was in good condition, but would not have lasted long mounted to deteriorated framing. The same was true for the storefront glass: Good shape, but nothing solid]]></description>
			<content:encoded><![CDATA[<p>Most of the existing storefront framing was eaten by termites.  The tile work was in good condition, but would not have lasted long mounted to deteriorated framing.  The same was true for the storefront glass: Good shape, but nothing solid underneath.  (Unfortunately, we were not able to re-use the frames.)  It was also necessary to remove the existing storefront to make possible the foundation repairs and floor re-construction.</p>
<p>The new storefront is intended to pay its respects to the original pseudo Deco/Moderne design with a taste of local vernacular.  One major factor driving the updated configuration was the need for a separate entrance for the 2nd floor residence.</p>
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		<title>Beam Retrofit</title>
		<link>http://420cherrystreet.com/beam-retrofit/</link>
		<comments>http://420cherrystreet.com/beam-retrofit/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 04:11:34 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 1: Stabilization]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=201</guid>
		<description><![CDATA[The ceiling construction is very similar to that of the floor described above: there are joists spanning from the masonry walls to a beam in the center which is supported by the columns. The original beam was made of five]]></description>
			<content:encoded><![CDATA[<p>The ceiling construction is very similar to that of the floor described above: there are joists spanning from the masonry walls to a beam in the center which is supported by the columns.  The original beam was made of five boards nailed together.  There were two 2&#8243; x 10&#8243; boards on each side and the middle board was a 2&#8243; x 3&#8243; spacer.  This &#8220;gang-nailed&#8221; beam was coming apart and twisting.</p>
<p>In order to replace this beam, we had to again support the building on temporary jacks, posts, and beams so that we could remove the load from the old beam, disassemble it, and install a new beam.  The new beam is solid cypress, 8&#8243; x 12&#8243;.</p>
<p>Lifting 300+ pounds of wood 14 feet in the air was an interesting challenge.  We invented a way to build a temporary structure (which came to be known as &#8220;the tree house&#8221;) composed of support towers and lateral bracing.  A 2.5-ton car jack was used to lift each end in succession about 12&#8243; at a time until it was high enough to be slid into place on to of the posts.</p>
<p>Many structural improvements were made to the ceiling joists and joist-beam connection during this project.  Metal brackets were fabricated to secure the beam-beam and beam-post connections.</p>
<p>Another time lapse movie showing the process was created in the same method described in the &#8220;Skylight&#8221; section.  However, this beam hoisting process spanned 4 days and the time between photos was 1 minute.  Click on the image above to play. </p>
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		<title>Roof</title>
		<link>http://420cherrystreet.com/roof/</link>
		<comments>http://420cherrystreet.com/roof/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 04:08:40 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 1: Stabilization]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=197</guid>
		<description><![CDATA[There are two sections of roof: the upper roof (over the 2nd story apartment) and the lower roof covering the remainder of the building. The second story apartment is approximately 800 square feet (about 1/4 of the total building area).]]></description>
			<content:encoded><![CDATA[<p>There are two sections of roof: the upper roof (over the 2nd story apartment) and the lower roof covering the remainder of the building.  The second story apartment is approximately 800 square feet (about 1/4 of the total building area).  Prior to undertaking the complete tear-off and rebuild of the entire roof, volunteers Eckerson and Austin experimented with the smaller upper roof which required a total of 96 man-hours.</p>
<p>The old roof consisted of 3 layers, all of which were removed to expose the original roof decking and framing.  This resulted in the decision to replace a significant portion of the roof decking and one of the roof trusses, which were badly deteriorated.  This process, which included hauling tons of waste material down to the dumpster, was the most exhausting and time consuming portion of the job.</p>
<p>The new roof is composed of a 3-inch layer of &#8220;polyisosanurate&#8221; insulation (which has an R-value of 18.5) and an acrylic-polyester membrane fully adhered to the insulation.  This roofing solution was chosen for its simplicity of installation, weight, life-cycle-cost, and (because the insulation is on the outside) it allows for an exposed structure in the apartment. The final coat of white acrylic has a reflectance of 98.9% which means an equivalent R-value of 28.  The temperature inside the apartment now (currently un-airconditioned) is comfortable, even on the hottest and most humid summer days in Helena, Arkansas.</p>
<p>The lower roof was quite different from the upper.  A previous owner had built a shed-type roof over the existing using corrugated galvanized metal panels.  On top of this was a hot-mopped built up roof.  There were two major problems with this roof: 1) The metal panels didn&#8217;t provide a solid substrate for foot traffic (or a 20 pounds per square foot live load) and the built up roofing material was not sufficiently adhered to the corrugated metal.</p>
<p>All of this material was removed.  A new framework was constructed to support new decking and then the same acrylic-polyester membrane used on the upper roof was applied.</p>
<h2>Skylights</h2>
<p>Many of the downtown buildings (420CS included) have traditionally had skylights.  While re-building the lower roof, we decided to add 4 skylights.  These were built using the scrap pieces of decking material and some aluminum frames that were found in the building during demolition.  The only new material used in these skylights was the safety glass.  The glass is 1/4&#8243; thick, made of two sheets of 1/8&#8243; tempered glass with a plastic reinforcement material sandwiched between the individual sheets.  The glass was adhered to the aluminum frame forming a rigid assembly.  This assembly hinges on the wooden box enclosure and can be opened to provide natural ventilation.</p>
<p>Images of the skylights are included in the &#8220;Roof&#8221; slideshow.  The video here is a time lapse movie made from over 500 still photographs taken using a digital camera being controlled with a laptop computer.   A program called <a href="http://www.charliex.net/cpix/cpix.htm" target="cpix">CPix</a> was used to control the camera.  It was set up to take a photograph every 15 seconds.  The digital camera used was a Nikon Coolpix 990.</p>
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		<title>Foundation</title>
		<link>http://420cherrystreet.com/foundation/</link>
		<comments>http://420cherrystreet.com/foundation/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 03:34:57 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 1: Stabilization]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=180</guid>
		<description><![CDATA[The original foundation consisted of a series of brick masonry piers spaced evenly down the middle of the building in the crawlspace. They were in excellent condition and hadn&#8217;t showed any signs of major settling over the 80+ years they]]></description>
			<content:encoded><![CDATA[<p>The original foundation consisted of a series of brick masonry piers spaced evenly down the middle of the building in the crawlspace.  They were in excellent condition and hadn&#8217;t showed any signs of major settling over the 80+ years they had been in service.  We decided to reuse these elements to support a new set of columns to carry the loads of the 2nd level.</p>
<p>Before we could work on the old masonry foundation, we had to remove the exiting beam which rested on these piers.  This beam was (barely) supporting wooden columns that carried the 2nd floor and roof.  In order to do this, we first had to support the building on temporary jacks and posts &#8211; which was a major challenge in itself due to the uneven and weak soil under the building and the 18&#8242; between the ground (bottom of the crawlspace) and the ceiling joists.</p>
<p>Once the old posts were removed, we rebuilt the masonry piers and installed new, bigger columns on the new foundations.  The new columns are 8&#8243; x 8&#8243; solid-sawn cypress.  This material was chosen because it was locally available and almost all of the original wooden building components were cypress.</p>
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		<title>Demolition</title>
		<link>http://420cherrystreet.com/demolition/</link>
		<comments>http://420cherrystreet.com/demolition/#comments</comments>
		<pubDate>Tue, 27 Dec 2011 03:31:21 +0000</pubDate>
		<dc:creator>420CS</dc:creator>
				<category><![CDATA[Phase 1: Stabilization]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=178</guid>
		<description><![CDATA[Part 1: Demolition At the start of this project, we decided that instead of making small repairs piecemeal, we would focus on addressing the root problems associated with each element of the building&#8217;s infrastructure. In most cases, this involved complete]]></description>
			<content:encoded><![CDATA[<h2>Part 1: Demolition</h2>
<p>At the start of this project, we decided that instead of making small repairs piecemeal, we would focus on addressing the root problems associated with each element of the building&#8217;s infrastructure.</p>
<p>In most cases, this involved complete dissassembly of each building component.  We started with the floor, then the 2nd story apartment, interior partition walls, a mezzanine, and the storefront.  Once most of the problematic elements were eliminated, we began stabilizing the foundation and eventually the floor.</p>
<p>Many of the building materials were saved and have been or will be reused elsewhere in the project.  The floor joists, for example, looked dirty and uninteresting when first removed.  These 2&#8243; thick, 16&#8243; deep pieces of cypress are very beautiful when planed down.</p>
<p>Most of the storefront components were taken apart and carefully catalogued so that they can be re-installed nearly to their orginal configuration and appearance.</p>
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		<title>Window Sash Fabrication</title>
		<link>http://420cherrystreet.com/example-post/</link>
		<comments>http://420cherrystreet.com/example-post/#comments</comments>
		<pubDate>Thu, 22 Dec 2011 00:03:38 +0000</pubDate>
		<dc:creator>Amoz</dc:creator>
				<category><![CDATA[Phase 2: Storefront]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=163</guid>
		<description><![CDATA[Seven of eight original wood double-hung window sash were removed, repaired, and restored to operation.  One sash had to be built from scratch.  The stiles and rails were made from old Cypress floor joists.  The tools involved included: surface planer,]]></description>
			<content:encoded><![CDATA[<p>Seven of eight original wood double-hung window sash were removed, repaired, and restored to operation.  One sash had to be built from scratch.  The stiles and rails were made from old Cypress floor joists.  The tools involved included: surface planer, table saw, router, and clamps.  </p>
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		<title>Storefront Painting</title>
		<link>http://420cherrystreet.com/storefront-painting/</link>
		<comments>http://420cherrystreet.com/storefront-painting/#comments</comments>
		<pubDate>Fri, 16 Dec 2011 06:32:46 +0000</pubDate>
		<dc:creator>Amoz</dc:creator>
				<category><![CDATA[Phase 2: Storefront]]></category>

		<guid isPermaLink="false">http://420cherrystreet.com/?p=143</guid>
		<description><![CDATA[The storefront painting project required 5 sections of scaffolding, two weekends, and 5 gallons of &#8220;Patience&#8221; (SW7555).]]></description>
			<content:encoded><![CDATA[<p>The storefront painting project required 5 sections of scaffolding, two weekends, and 5 gallons of &#8220;Patience&#8221; (SW7555).</p>
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