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	<title>Architecture, Engineering &#38; Planning EVstudio &#124; Denver &#38; Evergreen Architect &#124; Colorado &#38; Central Texas &#124; Blog &#187; Retail</title>
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	<link>http://evstudio.info</link>
	<description>Articles about architecture, engineering, city planning, software, construction and other fun stuff. Put together by architects at EVstudio in Denver Colorado.</description>
	<lastBuildDate>Thu, 09 Sep 2010 07:54:42 +0000</lastBuildDate>
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		<title>RTD Site Analysis on West Corridor</title>
		<link>http://evstudio.info/2010/04/06/rtd-site-analysis-on-west-corridor/</link>
		<comments>http://evstudio.info/2010/04/06/rtd-site-analysis-on-west-corridor/#comments</comments>
		<pubDate>Tue, 06 Apr 2010 06:01:22 +0000</pubDate>
		<dc:creator>Sean O&#39;Hara</dc:creator>
				<category><![CDATA[Commercial]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Projects in Process]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Surveying]]></category>
		<category><![CDATA[Lakewood]]></category>
		<category><![CDATA[RTD. rail]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=4077</guid>
		<description><![CDATA[EVstudio has been hired to evaluate a site on the west rail corridor in Lakewood, Colorado for RTD. We will be evaluating a complex site on where RTD is displacing an owner and wants a third party to evaluate if the site can continue to function after it is reduced in size.We'll look at the [...]]]></description>
			<content:encoded><![CDATA[<p>EVstudio has been hired to evaluate a site on the west rail corridor in Lakewood, Colorado for RTD. We will be evaluating a complex site on where RTD is displacing an owner and wants a third party to evaluate if the site can continue to function after it is reduced in size.We'll look at the flow of equipment and vehicles, the options for parking and the possibility of taking down an existing building to aid in reorganization.</p>
<p>EVstudio is a great fit for the project because we combine architecture, civil engineering and surveying. This project needs a little of each and we are able to deliver the three services at a great value, all in one place.</p>
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		<title>Change of Occupancy and Conformance with Code</title>
		<link>http://evstudio.info/2010/03/25/change-of-occupancy-and-confomance-with-code/</link>
		<comments>http://evstudio.info/2010/03/25/change-of-occupancy-and-confomance-with-code/#comments</comments>
		<pubDate>Thu, 25 Mar 2010 06:01:43 +0000</pubDate>
		<dc:creator>Sean O&#39;Hara</dc:creator>
				<category><![CDATA[Building Technology]]></category>
		<category><![CDATA[Commercial]]></category>
		<category><![CDATA[FAQ]]></category>
		<category><![CDATA[Restaurant]]></category>
		<category><![CDATA[Retail]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=4013</guid>
		<description><![CDATA[One of the most common questions with existing buildings is: "What do I have to do if I change the occupancy of the space?"
The International Building Code specifically addresses this circumstance. It states that changes of occupancy and use require you to comply with the requirement of the new occupancy. This is true even if [...]]]></description>
			<content:encoded><![CDATA[<p>One of the most common questions with existing buildings is: "What do I have to do if I change the occupancy of the space?"</p>
<p>The International Building Code specifically addresses this circumstance. It states that changes of occupancy and use require you to comply with the requirement of the new occupancy. This is true even if you are moving to a different division of the same occupancy. If you are moving to a less hazardous occupancy and you do not meet the requirements of that occupancy, you may be able to get approval from the building official.</p>
<p>Stairways in an existing structure do not have to comply with the requirements for pitch or slope. If you need additional stairways, they are still required.</p>
<p>In the 2009 IBC changes of occupancy must always meet seismic requirements. This is not required in 2006 and prior codes.</p>
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		<title>Retail Buildings on Clear Creek Road in Killeen Texas</title>
		<link>http://evstudio.info/2010/03/07/retail-buildings-on-clear-creek-road-in-killeen-texas/</link>
		<comments>http://evstudio.info/2010/03/07/retail-buildings-on-clear-creek-road-in-killeen-texas/#comments</comments>
		<pubDate>Sun, 07 Mar 2010 07:01:44 +0000</pubDate>
		<dc:creator>Sean O&#39;Hara</dc:creator>
				<category><![CDATA[Architectural process]]></category>
		<category><![CDATA[Commercial]]></category>
		<category><![CDATA[Projects in Process]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Texas]]></category>
		<category><![CDATA[Bank]]></category>
		<category><![CDATA[Killeen]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3870</guid>
		<description><![CDATA[
We recently completed the construction documents for the Retail Buildings on Clear Creek Road in Killeen, Texas. The complex currently contains two medical office buildings and has spaces for several future medical office buildings and a daycare. Our challenge was to create a series of buildings that reflected the best aspects of the buildings on [...]]]></description>
			<content:encoded><![CDATA[<p><img class="alignnone size-large wp-image-3871" title="Aerial Retail Bank Texas" src="http://evstudio.info/wp-content/uploads/2010/03/Aerial-Retail-Bank-Texas-500x214.jpg" alt="" width="500" height="214" /></p>
<p>We recently completed the construction documents for the Retail Buildings on Clear Creek Road in Killeen, Texas. The complex currently contains two medical office buildings and has spaces for several future medical office buildings and a daycare. Our challenge was to create a series of buildings that reflected the best aspects of the buildings on site while also creating a retail character.</p>
<p><img class="alignnone size-large wp-image-3872" title="Killeen Bank Retail Image" src="http://evstudio.info/wp-content/uploads/2010/03/Killeen-Bank-Retail-Image-500x164.jpg" alt="" width="500" height="164" /></p>
<p>The original design for the complex called for wood frame buildings. We switched the project to a steel frame and were able to make significant savings in the total cost of the project.</p>
<p><img class="alignnone size-large wp-image-3873" title="Clear Creek Killeen Retail" src="http://evstudio.info/wp-content/uploads/2010/03/Clear-Creek-Killeen-Retail-500x207.jpg" alt="" width="500" height="207" /></p>
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			<media:title type="html">Aerial Retail Bank Texas</media:title>
			<media:thumbnail url="http://evstudio.info/wp-content/uploads/2010/03/Aerial-Retail-Bank-Texas-75x75.jpg" />
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			<media:title type="html">Killeen Bank Retail Image</media:title>
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			<media:title type="html">Clear Creek Killeen Retail</media:title>
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		<title>Interior Design is Available from EVstudio Architecture</title>
		<link>http://evstudio.info/2010/03/06/interior-design-is-available-from-evstudio-architecture/</link>
		<comments>http://evstudio.info/2010/03/06/interior-design-is-available-from-evstudio-architecture/#comments</comments>
		<pubDate>Sat, 06 Mar 2010 07:01:10 +0000</pubDate>
		<dc:creator>evstudio</dc:creator>
				<category><![CDATA[Architect]]></category>
		<category><![CDATA[EVstudio Information]]></category>
		<category><![CDATA[Hospitality]]></category>
		<category><![CDATA[Interior Design]]></category>
		<category><![CDATA[Restaurant]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Interior Designer]]></category>
		<category><![CDATA[Interiors]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3867</guid>
		<description><![CDATA[
Our Interior Design group provides a full complement of services that marry architecture and interiors so your project is a cohesive, integrated whole. Our love of interiors means that your project looks and functions as well inside as out.
The EVstudio Interior Design group has delivered vivid, innovative solutions for healthcare, corporate, hospitality, residential, retail, and [...]]]></description>
			<content:encoded><![CDATA[<p><img class="alignnone size-large wp-image-3868" title="Bar-Interior-Design" src="http://evstudio.info/wp-content/uploads/2010/03/Bar-Interior-Design-500x342.jpg" alt="" width="500" height="342" /></p>
<p>Our Interior Design group provides a full complement of services that marry architecture and interiors so your project is a cohesive, integrated whole. Our love of interiors means that your project looks and functions as well inside as out.</p>
<p>The EVstudio Interior Design group has delivered vivid, innovative solutions for healthcare, corporate, hospitality, residential, retail, and civic clients.  We offer services including but not limited to:</p>
<ul>
<li>Programming:  property evaluation, facility surveys, client questionnaires, user group meetings</li>
<li>Conceptual Design:  preliminary plans, elevations, sections, material selections, budgets for review</li>
<li>Design Development and Construction Documents:  plans, elevations, sections, interior systems, and material specifications that may be used for bid, cost estimating, or construction</li>
<li>Bid and Construction:  contractor selection assistance, bid negotiation, shop drawings and submittal review, site visits, and consultant coordination</li>
<li>LEED documentation for interiors</li>
<li>Custom Cabinets and Trim: casework and millwork design and specification</li>
<li>Finishes:  specification of floor, ceiling and wall treatments and patterns</li>
<li>Furnishings: selection, specification, and installation coordination of furniture, window treatments, signage, accessories and art</li>
</ul>
<p>We also offer comprehensive lighting design services for interior and exterior lighting.<br />
Looking for a service that’s not on the list?  Contact us. We’ll be happy to point you in the right direction.</p>
<p>EVstudio’s Director of Interiors, Lisa Barter, studied interior architecture in Texas, and brings extensive experience in interior design, architecture and lighting design to each project.  Hailing from a family of doctors and engineers, she enjoys marrying art and science by giving equal emphasis to the creative and technical aspects of design.  With over fifteen years of design experience, she is committed to helping you achieve your design goals while enjoying the process. Lisa is licensed as an architect, certified as an interior designer, is a LEED accredited professional, and also heads up EVstudio’s Lighting Design group.</p>
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			<media:title type="html">Bar-Interior-Design</media:title>
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		<title>Does IBC Allow Stairway Exception on Private Stairways</title>
		<link>http://evstudio.info/2010/02/01/does-ibc-allow-stairway-exception-on-private-stairways/</link>
		<comments>http://evstudio.info/2010/02/01/does-ibc-allow-stairway-exception-on-private-stairways/#comments</comments>
		<pubDate>Mon, 01 Feb 2010 19:01:25 +0000</pubDate>
		<dc:creator>Sean O&#39;Hara</dc:creator>
				<category><![CDATA[Building Technology]]></category>
		<category><![CDATA[FAQ]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[stairway]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3564</guid>
		<description><![CDATA[Does the IBC allow the old UBC 3306 (c) Exception of 8" max  rise &#38; 9" min run, for  "private stairways serving an occupancy load of less  than 10?The design situation is a small retail store (Lubbock, Texas),  owner access only, to a second story storage loft...Would appreciate your wisdom - Richard 
Richard, [...]]]></description>
			<content:encoded><![CDATA[<p><em>Does the IBC allow the old UBC 3306 (c) Exception of 8" max  rise &amp; 9" min run, for  "private stairways serving an occupancy load of less  than 10?The design situation is a small retail store (Lubbock, Texas),  owner access only, to a second story storage loft...Would appreciate your wisdom - Richard </em></p>
<div>Richard, unfortunately, the answer is no. There are only 5 exceptions to the 7  inch maximum rise and 11 inch minimum tread depth:</div>
<div>
<ul>
<li>Alternating tread devices</li>
<li>Spiral stairs</li>
<li>Aisle stairs where the sightlines dictate steeper  slope</li>
<li>R-3 stairs in dwelling units can go to 7.75 inch maximum  rise and 10 minimum depth</li>
<li>Replacement of existing stairs where the space or  construction will not allow it</li>
</ul>
<p>Thanks for the question.</p></div>
]]></content:encoded>
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		<title>Clear Creek Road Project Reaches Milestone</title>
		<link>http://evstudio.info/2010/01/24/clear-creek-road-project-reaches-milestone/</link>
		<comments>http://evstudio.info/2010/01/24/clear-creek-road-project-reaches-milestone/#comments</comments>
		<pubDate>Sun, 24 Jan 2010 20:49:12 +0000</pubDate>
		<dc:creator>Gene Dane</dc:creator>
				<category><![CDATA[Commercial]]></category>
		<category><![CDATA[Construction]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[Planning]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Texas]]></category>
		<category><![CDATA[Master Planned]]></category>
		<category><![CDATA[mixed use]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3462</guid>
		<description><![CDATA[The Clear Creek Road Mixed-Use Development project in Killeen, Texas has reached a significant milestone this week.  After almost two years of planning, re-zoning, utility infrastructure realignment, and design revisions, this project is ready for the construction of Phase I to begin.  Application for construction permits will be made by the end of this week.
Phase [...]]]></description>
			<content:encoded><![CDATA[<p>The Clear Creek Road Mixed-Use Development project in Killeen, Texas has reached a significant milestone this week.  After almost two years of planning, re-zoning, utility infrastructure realignment, and design revisions, this project is ready for the construction of Phase I to begin.  Application for construction permits will be made by the end of this week.</p>
<p>Phase I of this project consists of 4 retail buildings totaling over 22,000 square feet of space.  Many of the spaces have already been pre-leased to tenants that are anxious to move in to their new locations.  One of these tenants is <a class="aligncenter" title="National Bank Home Page" href="http://www.natlbank.com/" target="_blank">The National Bank of Central Texas</a>.  The National Bank will occupy the end unit in Building "B" which has been provided with 2 covered drive-up lanes to service their customers.</p>
<p>EV Studio has been working with the owner of this project since its inception.  The owner originally owned the 6 acres adjacent to the 6 acres EV Studio was hired to provide master planning services for.  After an exhaustive study of the 2 properties it was determined that the most effective way to develop the property was to combine the 2 parcels into a single 12 acre tract.</p>
<p>The completed project will include retail spaces, medical office buildings, professional office spaces, and childcare facilities.  Once completed, the project will be the home of over 100,000 square feet of mixed-use space.</p>
<p>The owner of this project has hired <a class="aligncenter" title="Reider Group" href="http://www.johnreiderproperties.com/" target="_blank">The Reider Group</a> in Harker Heights, Texas to provide marketing services for the development.  EV Studio is working directly with The Reider Group to support the marketing efforts with 3D visualization and other architectural graphics as necessary.</p>
<p>Design work for Phase II has officially started.  EV Studio is now in the schematic design phase of the 10,000 square foot Child Care Facility and the 12,000 square foot Professional Services Building.  We look forward to providing information on the progress of construction and the continued design of this project.</p>
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		<title>64 Acre Master Planning Church Project Underway</title>
		<link>http://evstudio.info/2010/01/20/64-acre-master-planning-church-project-underway/</link>
		<comments>http://evstudio.info/2010/01/20/64-acre-master-planning-church-project-underway/#comments</comments>
		<pubDate>Wed, 20 Jan 2010 18:44:01 +0000</pubDate>
		<dc:creator>Gene Dane</dc:creator>
				<category><![CDATA[Commercial]]></category>
		<category><![CDATA[Engineering]]></category>
		<category><![CDATA[LEED & Sustainability]]></category>
		<category><![CDATA[Multifamily]]></category>
		<category><![CDATA[Planning]]></category>
		<category><![CDATA[Projects in Process]]></category>
		<category><![CDATA[Religious]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Surveying]]></category>
		<category><![CDATA[Texas]]></category>
		<category><![CDATA[Architect]]></category>
		<category><![CDATA[church]]></category>
		<category><![CDATA[Community Center]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[engineer]]></category>
		<category><![CDATA[EVstudio]]></category>
		<category><![CDATA[master planning]]></category>
		<category><![CDATA[Sustainable]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3420</guid>
		<description><![CDATA[EV Studio has recently been hired by the Christian House of Prayer to provide master site planning services at their 64 acre site in Killeen, Texas.  The site is currently home to "The Cathedral of Central Texas".
The cathedral will continue to be the focus of the site and act as the cornerstone of the new [...]]]></description>
			<content:encoded><![CDATA[<p>EV Studio has recently been hired by the <a class="aligncenter" title="CHOP" href="http://www.chop.org" target="_blank">Christian House of Prayer </a>to provide master site planning services at their 64 acre site in Killeen, Texas.  The site is currently home to "The Cathedral of Central Texas".</p>
<div id="attachment_3423" class="wp-caption alignnone" style="width: 310px"><a class="aligncenter" title="Cathedral Home Page" href="http://www.chop.org/pages/ac_cathedral.html" target="_blank"><img class="size-medium wp-image-3423" src="http://evstudio.info/wp-content/uploads/2010/01/CHOPcathedral-300x114.jpg" alt="The Cathedral of Central Texas" width="300" height="114" /></a><p class="wp-caption-text">The Cathedral of Central Texas</p></div>
<p>The cathedral will continue to be the focus of the site and act as the cornerstone of the new campus.  The objective of the master planning process will be to arrange the supporting buildings and additional facilities in a logical, complimentary fashion while paying close attention to topographical considerations.  Our goal is to design a campus that will maximize the use of the site while having a minimal impact on the existing natural features.</p>
<p>The master plan for the campus will include identifying locations for a 10,000 square foot Lecture Hall, a 25,000 square foot Convention Center, 40,000 square feet of commercial facilities, a 24 unit Multi-Family facility, and a 5-6 acre cemetery with all necessary supporting infrastructure.  <a class="aligncenter" title="CNU Home Page" href="http://www.cnu.org/" target="_blank">New Urbanism </a>planning strategies will greatly influence the design of this project.</p>
<p>The on-site storm water detention requirements for the entire development will be designed to be held in a single pond that will be surrounded with green space and walking trails.  Water from the pond will be re-used for irrigation of adjacent prayer gardens.  Other examples of sustainable site design will be incorporated into the development as opportunities present themselves during the design process.</p>
<p>Upon the final approval of the master site plan, EV Studio will immediately begin the design of the 10,000 square foot Lecture Hall.  This facility will provide the much needed space for the very popular Bible Study courses offered by the Christian House of Prayer.  This will be a state of the art building with amenities paralleling those of nearby colleges and universities.</p>
<p>The EV Studio Civil Engineering Department will work directly with our Planners and Architects to insure the best possible solutions to the numerous challenges that await us on this project.  We will continue to share our experiences on this project through many future posts and articles.</p>
<div id="attachment_3427" class="wp-caption alignnone" style="width: 510px"><img class="size-large wp-image-3427" src="http://evstudio.info/wp-content/uploads/2010/01/CHOP-site2-copy-500x302.jpg" alt="Site Aerial View" width="500" height="302" /><p class="wp-caption-text">Site Aerial View</p></div>
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			<media:title type="html">CHOPcathedral</media:title>
			<media:description type="html">The Cathedral of Central Texas</media:description>
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		<title>Grand Opening of Habitat for Humanity ReStore</title>
		<link>http://evstudio.info/2010/01/19/grand-opening-of-habitat-for-humanity-restore/</link>
		<comments>http://evstudio.info/2010/01/19/grand-opening-of-habitat-for-humanity-restore/#comments</comments>
		<pubDate>Tue, 19 Jan 2010 09:00:18 +0000</pubDate>
		<dc:creator>Dean Dalvit</dc:creator>
				<category><![CDATA[Affordable Housing]]></category>
		<category><![CDATA[Commercial]]></category>
		<category><![CDATA[Community Involvement]]></category>
		<category><![CDATA[Events]]></category>
		<category><![CDATA[Evergreen]]></category>
		<category><![CDATA[Projects in Process]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[Habitat for Humanity]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3402</guid>
		<description><![CDATA[We are proud to announce the Grand Opening of the Habitat for Humanity ReStore in Evergreen this coming Friday, January 22nd. EVstudio was the Architect and Engineer of record for the Evergreen Mercantile building as well as the TI for the ReStore itself. Come on out for the ribbon cutting and help support this important local [...]]]></description>
			<content:encoded><![CDATA[<p>We are proud to announce the Grand Opening of the Habitat for Humanity ReStore in Evergreen this coming Friday, January 22nd. EVstudio was the Architect and Engineer of record for the <a href="http://evstudio.info/2009/10/14/evergreen-mercantile-openings-cut-through-double-ts-and-framed-out/" target="_blank">Evergreen Mercantile </a>building as well as the TI for the ReStore itself. Come on out for the ribbon cutting and help support this important local nonprofit organization!</p>
<p> <a href="http://evstudio.info/wp-content/uploads/2010/01/Habitat-for-Humanity-ReStore-Grand-Opening.JPG" target="_blank"><img class="alignnone size-large wp-image-3403" title="Habitat for Humanity ReStore Grand Opening" src="http://evstudio.info/wp-content/uploads/2010/01/Habitat-for-Humanity-ReStore-Grand-Opening-500x390.jpg" alt="Habitat for Humanity ReStore Grand Opening" width="500" height="390" /></a></p>
<p> <strong>Contact:</strong> 303-674-4917 or <a href="http://www.bluesprucerestore.org/">www.bluesprucerestore.org</a> for more information.</p>
<p align="center"><em> </em></p>
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		<title>2009 International Code Changes &#8211; Building, Residential, Fire, Energy, Mechanical, Plumbing</title>
		<link>http://evstudio.info/2009/12/25/2009-international-code-changes-building-residential-fire-energy-mechanical-plumbing/</link>
		<comments>http://evstudio.info/2009/12/25/2009-international-code-changes-building-residential-fire-energy-mechanical-plumbing/#comments</comments>
		<pubDate>Fri, 25 Dec 2009 07:01:45 +0000</pubDate>
		<dc:creator>evstudio</dc:creator>
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		<category><![CDATA[2009]]></category>
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		<description><![CDATA[EVstudio has the pleasure of listening to a presentation put together by Tim Pate. Tim is a code official at Broomfield and a member of several committees related to the various ICC codes and the changes that happen in 2009. He shared with us this list put together by the Colorado Chapter of the ICC [...]]]></description>
			<content:encoded><![CDATA[<p>EVstudio has the pleasure of listening to a presentation put together by Tim Pate. Tim is a code official at <a href="http://www.broomfield.org/building/" target="_blank">Broomfield</a> and a member of several committees related to the various ICC codes and the changes that happen in 2009. He shared with us this list put together by the <a href="http://www.coloradochaptericc.org/" target="_blank">Colorado Chapter of the ICC</a> and allowed us to share the information with you. I realize the list may be a little hard to read, so feel free to let us know if you need clarification.</p>
<p><strong>IRC CHANGES</strong></p>
<p><strong> </strong></p>
<p>R105.2 Work Exempt from Permit</p>
<p>Accessory structures and detached decks that are 200 square feet or less are exempt from permits - if deck is over 30 inches above grade or if it serves the main exit door it will still need permit</p>
<p>R202 Definitions</p>
<p>Added definition of “Attic, Habitable” (70 square feet minimum and headroom heights as per section R305) and added live load, emergency escape and rescue, smoke alarm, and vertical egress requirements for these areas</p>
<p>R202 Definitions</p>
<p>Added the word “plane” to “Story above grade” since RB2 06/07 changed the scope of IRC to 3 stories above grade plane. This now matches the IBC</p>
<p>R202 Definitions</p>
<p>Definition of townhouse was changed from open space on two or more sides to yard or public way on two or more sides since yard and public way both have definitions</p>
<p>R202 Definitions</p>
<p>Definitions of Stair (one or more risers) and Stairway (one or more flights of stairs, interior or exterior, including landings and platforms) were added and now match what is in the IBC</p>
<p>R302 Fire Resistive Construction</p>
<p>This section now has all of the fire resistive construction requirements for exterior walls, projections, penetrations, party walls, and new table for separation between house and garage. No technical changes except one hour fire rated party wall allowed in townhouses with fire sprinkler systems and</p>
<p>Fire separation requirements do not apply to two separate accessory structures located on same lot.</p>
<p>R308.4 Hazardous Locations</p>
<p>Glazing within 24” of either vertical edge of a door and lower than 60” above floor needs to be safety glazing. Exception was added for glazing that is adjacent to the fixed panel of  sliding patio doors</p>
<p>R311.3 Floors and Landings at Doors</p>
<p>Added exception for exterior balconies that are 60 square feet or less and only accessible from that door – do not need the 36” landing in the direction of travel</p>
<p>R311.7.4 Stair Treads and Risers</p>
<p>Added scoping language to require all tolerance requirements (+ or – 3/8” on treads and risers) to be measured exclusive of carpets, rugs, or runners</p>
<p>R312 Guards</p>
<p>Guards are required when surface is located more than 30 inches above floor or grade below at any point within 36 inches horizontally to the edge of the open side and the guard needs to be 36” minimum high above adjacent fixed seating (benches)</p>
<p>R313 and P2904 Sprinkler Protection</p>
<p>Added new sections that will require fire sprinklers in all new townhouses upon adoption and fire sprinklers in all new single family homes as of January 1, 2011 and P2904 gives details on how to design and install multipurpose sprinkler piping systems</p>
<p>R314 Smoke Alarms</p>
<p>New exception was added so that adding smoke alarms for installation, alterations, or repairs of plumbing or mechanical systems is not required but will still be required for all other interior work that requires permit</p>
<p>R315 Carbon Monoxide Alarms</p>
<p>Added requirements for carbon monoxide alarms in new dwellings when there is a fuel fired appliance or an attached garage - includes requirements to add alarms for all permits to interior when there is a fuel fired appliance or an attached garage</p>
<p>R502.2.2.1Deck Ledger Connections</p>
<p>This is a new section that gives prescriptive requirements for attaching deck ledgers to the house rim boards</p>
<p>Primarily requires lag bolts or through bolts</p>
<p>R602.10 Wall Bracing</p>
<p>This section has been completely rewritten to provide technical accuracy and clarity. Code no longer differentiates between exterior and interior braced walls.</p>
<p>R612.3 Window Fall Prevention Devices</p>
<p>This section now requires window fall prevention devices (when bottom edge of opening is less than 24” above floor and is more than 72” above exterior grade) to meet ASTM F 2090 which will meet emergency escape release mechanism requirements</p>
<p>R613 Structural Insulated Panel Wall Construction</p>
<p>This section was added and gives all requirements for SIP wall construction but does not apply to floor or roof panels</p>
<p>R806.1 Attic Ventilation</p>
<p>The minimum size of ventilation openings has been reduced from 1/8” to 1/16” to guard against entry of insects</p>
<p>Potential problem with this smaller size if when you paint over and seal up smaller holes</p>
<p>Table R905.2.4.1 and IBC Table 1507.2.7 Asphalt Roof Shingles</p>
<p>These tables were added and include ASTM D 7158 D, G, or H as alternate approved test standard for wind load testing for shingles</p>
<p>AG 106 and IBC 3109.5 Swimming Pool Entrapment</p>
<p>These sections in the IRC and IBC have both been changed for swimming pool entrapment avoidance to match the recently passed Virginia Graeme Baker Pool and Safety Act</p>
<p><strong> </strong></p>
<p><strong>IFC CHANGES</strong></p>
<p>IFC 102.1 Construction and Design Provisions</p>
<p>The new exception clarifies that the IFC does not apply to the interior of single family dwellings built under the IRC but does apply to the exterior of structure including premises identification, fire apparatus access and water supplies</p>
<p>IFC 511 Emergency Responder Radio Coverage</p>
<p>This section was added which will require an approved Emergency Responder Radio Coverage system in all new and EXISTING buildings - no time frame for existing buildings</p>
<p>IFC 903.6.2 Group I-2</p>
<p>This section was added and will require fire sprinklers in all existing Group I-2 occupancies (child care, detox, hospitals, mental hospitals, nursing homes). This is only located within the IFC and not the IBC and no timetable</p>
<p><strong>ENERGY MECHANICAL PLUMBING FUEL GAS CODE CHANGES</strong></p>
<p>IRC ENERGY</p>
<p>Approximately 15% more restrictive</p>
<p>R-20 in exterior walls above grade</p>
<p>Programmable thermostats – at least one</p>
<p>50% of light bulbs to be high efficacy</p>
<p>Blower door test or visual inspection</p>
<p>for air leakage</p>
<p>Checking for duct leakage</p>
<p>Heated swimming pools and snow melt systems</p>
<p>INTERNATIONAL ENERGY CONSERVATION CODE</p>
<p>Approximately 15% more restrictive</p>
<p>R-20 in exterior walls above grade</p>
<p>Programmable thermostats – at least one</p>
<p>50% of light bulbs to be high efficacy</p>
<p>Blower door test or visual inspection for air leakage</p>
<p>Checking for duct leakage</p>
<p>Heated swimming pools and snow melt systems</p>
<p>IRC M1411.6 IMC 1101.10</p>
<p>Locking access caps required for refrigerant circuit access ports that are located on exterior – applies to air conditioning condensers – also applies to commercial installations</p>
<p>IRC M1503.4 IMC 505.2</p>
<p>Exhaust hood systems capable of exhausting in excess of 400 cfm will require makeup air to match – needs to have means of closure and also automatically controlled to start and operate at same time as the exhaust – no requirement for make up air to be conditioned</p>
<p>IRC TABLE M1502.4.4.1 IMC TABLE 504.6.4.1</p>
<p>There is a new table that gives equivalent lengths of dryer exhaust duct fittings which you use when determining allowable length of dryer exhaust ducts but you can still use manufacturer’s instructions to determine length</p>
<p>IRC M1502.4.5IMC 504.6.5</p>
<p>Where the cloths dryer exhaust duct is concealed within building construction, the equivalent length shall be identified on permanent tag and be within 6 feet of the duct connection</p>
<p>IRC M1502.5 IMC 504.6.7</p>
<p>Protective shield plates will now be required for clothes dryer exhaust ducts that are closer than 1 ¼” to surface of framing</p>
<p>IRC M1602.2</p>
<p>Outdoor and return air cannot be taken from unconditioned attics or boiler rooms</p>
<p>IRC M2103.2 IMC 1209.5</p>
<p>Thermal barriers are now required for all radiant floor heating systems – this will apply to either slab on grade (minimum R-5) or suspended floors</p>
<p>(minimum R-11) and thermal breaks required where heated slabs meet foundation walls</p>
<p>IRC G2411.1 IFGC 310.1.1</p>
<p>CSST gas piping systems shall be bonded to the electrical service grounding electrode system at the point where the gas service enters the building and bonding jumper needs to be at least 6 AWG copper wire or equivalent or check manufacturers installation requirements</p>
<p>IRC G2415.4 IFGC 404.4</p>
<p>Gas piping shall not penetrate building foundation walls at any point below grade</p>
<p>IRC P2503.6 IPC 312.9</p>
<p>Shower liner tests are now required and specific requirements are listed</p>
<p>IRC P2904</p>
<p>Section 2904 was added and gives design and installation requirements for dwelling unit fire sprinkler systems and is an equivalent to an NFPA 13D fire sprinkler system- the design drawings will need to be provided before permit issuance</p>
<p>IPC Table 403.1Required Plumbing Fixtures</p>
<p>Footnote f was added to Table 403.1 which gives exception for when you have 15 or fewer occupants then you are not required to have two drinking fountains</p>
<p>IMC Section 403<br />
Mechanical Ventilation</p>
<p>Section 403 was substantially revised and alters the airflow requirements along with the way they are calculated. It also references “breathing zones.” This will bring these in line with the ASHRAE 62.1 - 2004 requirements. This also helps in energy efficiency.</p>
<p><strong>IBC CHANGES</strong></p>
<p><strong> </strong></p>
<p>202 Definitions</p>
<p>The definition for “Labeled” has been added to reflect how approved testing labs, inspection agencies, or other agencies that do product evaluations do the labeling for products.</p>
<p>304.1 Business Group B</p>
<p>Ambulatory health care facilities were added along with new section 422 for specific requirements - fire sprinklers, fire alarms, smoke compartments. Ambulatory health care facilities are medical, surgical, psychiatric, nursing or similar care - less than 24 hours - incapable of self preservation (24 hours or more still I-2)</p>
<p>308.5.1 I-4 Adult Care Facility</p>
<p>Adult care facilities provide accommodations for less than 24 hours for more than five unrelated adults and provides supervision and personal care.</p>
<p>Changed the exception from A-3 to R-3.</p>
<p>If the occupants are capable of responding to emergency without assistance then it can be classified as R-3</p>
<p>310.1 Residential Group R</p>
<p>Will allow a R-1 transient congregate living facility with occupant load of 10 or less to be classified as R-3</p>
<p>Condos in ski towns</p>
<p>402.6.1 Reduced Open Space</p>
<p>This section was added and will allow reduced open space (40’) for unlimited area malls. This will match reduced open space for regular buildings</p>
<p>403.6.1 Fire Service Elevator</p>
<p>This section was added and will require a fire service access elevator for all buildings with an occupied floor more than 120 feet above fire department vehicle access and refers to new Section 3007 for requirements - this does not require separate elevator</p>
<p>Table 403.2.4 Minimum Bond Strength</p>
<p>This table was added and gives higher SFRM minimum bond strengths for high rise buildings - 430 psf for building 75’ to 420’ and 1,000 psf for buildings over 420’</p>
<p>Higher bond strength means better cohesion to steel members</p>
<p>403.5.2 Additional Exit Stairway</p>
<p>This section was added and will require an additional exit stair for all buildings (other than R-2) with an occupied floor more than 420 feet  above fire department vehicle access - not required when elevator complying with section 3008 (Occupant Evacuation Elevator) is installed - more restrictive than Fire Service Access Elevator</p>
<p>403.5.5 Egress Path Markings</p>
<p>This section was added and will require luminous egress path markings for high rise buildings and refers to new section 1024 for details. IFC Section 4604.23 requires these egress path markings to be added to all existing high rise buildings - no timetable</p>
<p>419 Live Work Units</p>
<p>This section was added and gives requirements for Live Work occupancies</p>
<p>Possible amendments:</p>
<p>Refer to IBC Chapter 29 for plumbing fixture requirements</p>
<p>Refer to IBC Chapter 10 for exit system requirements</p>
<p>Table 503 Allowable Height and Building Areas</p>
<p>B, M, S-1, and S-2 allowable stories were all reduced for Type IIB and IIIB construction - B went from 4 to 3, M went from 4 to 2, S-1 went from 3 to 2, and S-2 went from 4 to 3. Attempted to reduce R from 4 to 3 but was defeated since all R occupancies require sprinklers</p>
<p>508.2 Accessory Occupancies</p>
<p>This section was completely changed with emphasis on clarifying that incidental use areas are a subset of accessory occupancies. Storage and parking garages were also deleted from Table 508.2.5</p>
<p>509.2<br />
Horizontal Building Separation Allowance</p>
<p>This section has been modified to allow  R occupancies on the level below the 3 hour rated horizontal separation - now will allow B, M, R, multiple A (with occupant load under 300) and incidental uses (storage areas, mechanical areas, lobbies)</p>
<p>509.5 and 509.6</p>
<p>Both sections have added R-1 to allowable occupancies in buildings of Type IIIA and IIA that can have increased height and stories - now will be R-1 and R-2</p>
<p>509.9 Multiple buildings above parking garages</p>
<p>Section 509.9 (Multiple buildings above an enclosed or open Group S-2 parking garage)</p>
<p>This section was added to provide clarity that if there are two properly separated buildings above an S-2 garage and built in accordance with sections 509.2 or 509.3, they shall be regarded as separate and distinct buildings</p>
<p>Chapter 7</p>
<p>UL 1479 was added as an alternate test to ASTM E814 (F and T ratings) and UL 263 was added as an alternate test to ASTM E 119 (fire resistance rating of building elements, components or assemblies)</p>
<p>703.6 Marking and Identification</p>
<p>This section was added and will require all fire and smoke rated walls to be permanently identified with signs or stenciling - only exception is R-2’s that do not have removable decorative ceiling allowing access - problems might be rated exterior walls and other occupancies with hard ceilings.</p>
<p>704.1.1 Primary Structural Frame</p>
<p>This section has added bracing members that are essential to the vertical stability of the primary structural frame under gravity loads to be considered part of the primary structural frame - this relates to fire protection requirements in Table 601</p>
<p>706.5.1 Fire Walls</p>
<p>This section has added wording that requires using an imaginary lot line to extend out from the intersection of a fire wall at exterior wall in order to verify requirements for exterior wall and opening protection</p>
<p>706.8 Openings</p>
<p>This section was changed so that the allowable size of fire rated openings in fire walls went from 120 square feet to 156 square feet - still cannot have openings in party walls and still can have any size openings when building has NFPA 13 sprinkler system</p>
<p>708.2 Shaft Enclosure Required</p>
<p>Exception 14 was added and will exempt elevators in open and enclosed parking garages that only serve the parking garage. Exception 15 was added and will exempt mechanical shafts in parking garages</p>
<p>708.14.1 Elevator Lobby</p>
<p>Elevator lobbies are now required in Group I-2 occupancies (detox, child care, hospital, nursing home) and exception 7 was added which exempts elevators serving only open parking garages from needing an elevator lobby</p>
<p>714.1 Exception 5 Joints</p>
<p>This section has added wording that exempts joints in fire resistive walls, ramps, and floors within enclosed parking garages – matches open parking garages</p>
<p>903.2.2 Group E</p>
<p>The threshold for requiring a fire sprinkler in E occupancies was reduced from 20,000 square feet down to 12,000 square feet</p>
<p>903.2.6 Group M</p>
<p>Group M occupancies which are used primarily for the display and sale of upholstered furniture will require fire sprinklers – furniture that has padding inserts – not mattresses and box springs as per CPSC - THIS DOES NOT HAVE ANY SIZE THRESHOLD</p>
<p>903.2.9 Group S-2</p>
<p>This section now requires a sprinkler system when the fire area of enclosed parking garages exceeds 12,000 s. f., or exceeds three stories above grade plane, or total fire areas exceed 24,000 s.f., or fire area exceeds 5,000 s.f for storage of commercial trucks</p>
<p>Table 1005.1 Egress Width</p>
<p>Table 1005.1 was deleted along with the sprinkler exception to reduce exit widths - .3 inch per occupant for stairs and .2 inch for all other egress components is to be used for any building and space - potential problem may be existing building - use section 3412</p>
<p>1007.3 and 1007.4 Exit Stairs and Elevators</p>
<p>Both sections have exception added back for a fire sprinkler system in lieu of the required areas of refuge but new section 1007.8 was added and two way communication systems are now required at all elevator landings even if building has approved sprinkler system</p>
<p>1007.6.2 Required Separation of Areas of Refuge</p>
<p>Areas of refuge are required to be separated by a smoke barrier. The word vertical was deleted from the exception. Areas of refuge can be located within an exit enclosure which could include an exit passageway</p>
<p>1007.8 Two Way Communication</p>
<p>This section was modified and gives specific requirements for two way communication systems for areas of refuge and at elevator landings</p>
<p>1008.1.2 Door Swing</p>
<p>Exception 9 was added and allows manually operated horizontal sliding doors from spaces with occupant load of 10 or less - similar to exception 1</p>
<p>1009.4.1 Dimension Reference Surfaces</p>
<p>This section was added and requires that stair treads and risers need to meet the required dimensions exclusive of carpets, rugs, or runners</p>
<p>1009.4.5 Profile</p>
<p>Exception 2 now allows open risers in F, H, and S occupancies where not accessible to the public</p>
<p>1009.12 Handrails</p>
<p>Handrails are only required on 4 or more risers within R-2 and R-3 occupancies – previously required for 2 or more - now matches the IRC - now only difference between IBC and IRC is guard needs to be 42” high in IBC dwelling units</p>
<p>1009.13 Guards</p>
<p>Guards will be required when surface is located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of open side</p>
<p>1014.3 Common Path of Egress Travel</p>
<p>Exception 4 now allows 125 foot maximum travel distance in R-2 occupancy when you have 13R system – previously just for 13 system</p>
<p>1021.2 and Table 1021.2 Single exits</p>
<p>Section 1021.2 and Table 1021.2 have been modified by changing the word building to stories for the requirements for only allowing a single exit</p>
<p>1507.16<br />
Roof Gardens and Landscaped Roofs</p>
<p>This section was added and refers you to sections 1607.11.2.2 and 1607.11.2.3 for design requirements</p>
<p>2009 CODE CHANGES</p>
<p>You can go up on the ICC website <a href="http://www.iccsafe.org/">www.iccsafe.org</a> and get more specific information about all previous code changes. If you need additional information please contact Tim Pate at tpate@broomfield.org. Tim prepared these notes and and was a great help in getting EVstudio up to speed. A little more information on his position and experience:</p>
<p>EV Studio<br />
December 16, 2009<br />
2009 IBC, IRC, IFC<br />
CODE CHANGE HIGHLIGHTS</p>
<p>Tim Pate</p>
<p>Co- Chair CCICC Code Change Committee</p>
<p>Senior Plans Analyst, LEED AP</p>
<p>City and County of Broomfield</p>
<p>ICC GENERAL CODE CHANGE COMMITTEE<br />
2001, 2002, 2003, 2005, 2006</p>
<p>ICC FIRE SAFETY CODE CHANGE COMMITTEE<br />
2008, 2009</p>
<div id="_mcePaste" style="position: absolute; width: 1px; height: 1px; overflow: hidden; top: 0px; left: -10000px;"><object id="ieooui" classid="clsid:d27cdb6e-ae6d-11cf-96b8-444553540000" width="100" height="100" codebase="http://download.macromedia.com/pub/shockwave/cabs/flash/swflash.cab#version=6,0,40,0"><embed id="ieooui" type="application/x-shockwave-flash" width="100" height="100"></embed></object><!--st1\:*{behavior:url(#ieooui) } -->&lt;!--[endif]--&gt;<!--  /* Style Definitions */  p.MsoNormal, li.MsoNormal, div.MsoNormal 	{mso-style-parent:""; 	margin:0in; 	margin-bottom:.0001pt; 	mso-pagination:widow-orphan; 	font-size:10.0pt; 	font-family:Arial; 	mso-fareast-font-family:"Times New Roman"; 	mso-bidi-font-family:"Times New Roman";} a:link, span.MsoHyperlink 	{color:blue; 	text-decoration:underline; 	text-underline:single;} a:visited, span.MsoHyperlinkFollowed 	{color:purple; 	text-decoration:underline; 	text-underline:single;} @page Section1 	{size:8.5in 11.0in; 	margin:1.0in 1.25in 1.0in 1.25in; 	mso-header-margin:.5in; 	mso-footer-margin:.5in; 	mso-paper-source:0;} div.Section1 	{page:Section1;} --><!--[if gte mso 10]> <mce:style><!   /* Style Definitions */  table.MsoNormalTable 	{mso-style-name:"Table Normal"; 	mso-tstyle-rowband-size:0; 	mso-tstyle-colband-size:0; 	mso-style-noshow:yes; 	mso-style-parent:""; 	mso-padding-alt:0in 5.4pt 0in 5.4pt; 	mso-para-margin:0in; 	mso-para-margin-bottom:.0001pt; 	mso-pagination:widow-orphan; 	font-size:10.0pt; 	font-family:"Times New Roman"; 	mso-ansi-language:#0400; 	mso-fareast-language:#0400; 	mso-bidi-language:#0400;}  > <! [endif] ></p>
<p class="MsoNormal">EV Studio<br />
December 16, 2009<br />
2009 IBC, IRC, IFC<br />
CODE CHANGE HIGHLIGHTS</p>
<p class="MsoNormal">Tim Pate</p>
<p class="MsoNormal">Co- Chair CCICC Code Change Committee</p>
<p class="MsoNormal">Senior Plans Analyst, LEED AP</p>
<p class="MsoNormal">City and County  of Broomfield</p>
<p class="MsoNormal">ICC GENERAL CODE CHANGE COMMITTEE<br />
2001, 2002, 2003, 2005, 2006</p>
<p>ICC FIRE SAFETY CODE CHANGE COMMITTEE<br />
2008, 2009</p>
<p class="MsoNormal"><span> </span></p>
<p class="MsoNormal"><strong>IRC CHANGES</strong></p>
<p class="MsoNormal"><strong> </strong></p>
<p class="MsoNormal">R105.2 Work Exempt from Permit</p>
<p class="MsoNormal">Accessory structures and detached decks that are 200 square feet or less are exempt from permits - if deck is over 30 inches above grade or if it serves the main exit door it will still need permit</p>
<p class="MsoNormal">
<p class="MsoNormal">R202 Definitions</p>
<p class="MsoNormal">Added definition of “Attic, Habitable” (70 square feet minimum and headroom heights as per section R305) and added live load, emergency escape and rescue, smoke alarm, and vertical egress requirements for these areas</p>
<p class="MsoNormal">
<p class="MsoNormal">R202 Definitions</p>
<p class="MsoNormal">Added the word “plane” to “Story above grade” since RB2 06/07 changed the scope of IRC to 3 stories above grade plane. This now matches the IBC</p>
<p class="MsoNormal">
<p class="MsoNormal">R202 Definitions</p>
<p class="MsoNormal">Definition of townhouse was changed from open space on two or more sides to yard or public way on two or more sides since yard and public way both have definitions</p>
<p class="MsoNormal">
<p class="MsoNormal">R202 Definitions</p>
<p class="MsoNormal">Definitions of Stair (one or more risers) and Stairway (one or more flights of stairs, interior or exterior, including landings and platforms) were added and now match what is in the IBC<span> </span></p>
<p class="MsoNormal">
<p class="MsoNormal">R302 Fire Resistive Construction</p>
<p class="MsoNormal">This section now has all of the fire resistive construction requirements for exterior walls, projections, penetrations, party walls, and new table for separation between house and garage. No technical changes except one hour fire rated party wall allowed in townhouses with fire sprinkler systems and</p>
<p class="MsoNormal">Fire separation requirements do not apply to two separate accessory structures located on same lot.</p>
<p class="MsoNormal">
<p class="MsoNormal">R308.4 Hazardous Locations</p>
<p class="MsoNormal">Glazing within 24” of either vertical edge of a door and lower than 60” above floor needs to be safety glazing. Exception was added for glazing that is adjacent to the fixed panel of<span> </span>sliding patio doors</p>
<p class="MsoNormal">
<p class="MsoNormal">R311.3 Floors and Landings at Doors</p>
<p class="MsoNormal">Added exception for exterior balconies that are 60 square feet or less and only accessible from that door – do not need the 36” landing in the direction of travel</p>
<p class="MsoNormal">
<p class="MsoNormal">R311.7.4 Stair Treads and Risers</p>
<p class="MsoNormal">Added scoping language to require all tolerance requirements (+ or – 3/8” on treads and risers) to be measured exclusive of carpets, rugs, or runners</p>
<p class="MsoNormal">
<p class="MsoNormal">R312 Guards</p>
<p class="MsoNormal">Guards are required when surface is located more than 30 inches above floor or grade below at any point within 36 inches horizontally to the edge of the open side and the guard needs to be 36” minimum high above adjacent fixed seating (benches)</p>
<p class="MsoNormal">
<p class="MsoNormal">R313 and P2904 Sprinkler Protection</p>
<p class="MsoNormal">Added new sections that will require fire sprinklers in all new townhouses upon adoption and fire sprinklers in all new single family homes as of January 1, 2011 and P2904 gives details on how to design and install multipurpose sprinkler piping systems</p>
<p class="MsoNormal">
<p class="MsoNormal">R314 Smoke Alarms</p>
<p class="MsoNormal">New exception was added so that adding smoke alarms for installation, alterations, or repairs of plumbing or mechanical systems is not required but will still be required for all other interior work that requires permit</p>
<p class="MsoNormal">
<p class="MsoNormal">R315 Carbon Monoxide Alarms</p>
<p class="MsoNormal">Added requirements for carbon monoxide alarms in new dwellings when there is a fuel fired appliance or an attached garage - includes requirements to add alarms for all permits to interior when there is a fuel fired appliance or an attached garage</p>
<p class="MsoNormal">
<p class="MsoNormal">R502.2.2.1Deck Ledger Connections</p>
<p class="MsoNormal">This is a new section that gives prescriptive requirements for attaching deck ledgers to the house rim boards</p>
<p class="MsoNormal">Primarily requires lag bolts or through bolts</p>
<p class="MsoNormal">
<p class="MsoNormal">R602.10 Wall Bracing</p>
<p class="MsoNormal">This section has been completely rewritten to provide technical accuracy and clarity. Code no longer differentiates between exterior and interior braced walls.</p>
<p class="MsoNormal">
<p class="MsoNormal">R612.3 Window Fall Prevention Devices</p>
<p class="MsoNormal">This section now requires window fall prevention devices (when bottom edge of opening is less than 24” above floor and is more than 72” above exterior grade) to meet ASTM F 2090 which will meet emergency escape release mechanism requirements</p>
<p class="MsoNormal">
<p class="MsoNormal">R613 Structural Insulated Panel Wall Construction</p>
<p class="MsoNormal">This section was added and gives all requirements for SIP wall construction but does not apply to floor or roof panels</p>
<p class="MsoNormal">
<p class="MsoNormal">R806.1 Attic Ventilation</p>
<p class="MsoNormal">The minimum size of ventilation openings has been reduced from 1/8” to 1/16” to guard against entry of insects</p>
<p class="MsoNormal">Potential problem with this smaller size if when you paint over and seal up smaller holes</p>
<p class="MsoNormal">
<p class="MsoNormal">Table R905.2.4.1 and IBC Table 1507.2.7 Asphalt Roof Shingles</p>
<p class="MsoNormal">These tables were added and include ASTM D 7158 D, G, or H as alternate approved test standard for wind load testing for shingles</p>
<p class="MsoNormal">
<p class="MsoNormal">AG 106 and IBC 3109.5 Swimming Pool Entrapment</p>
<p class="MsoNormal">These sections in the IRC and IBC have both been changed for swimming pool entrapment avoidance to match the recently passed Virginia Graeme Baker Pool and Safety Act</p>
<p class="MsoNormal"><strong> </strong></p>
<p class="MsoNormal"><strong>IFC CHANGES</strong></p>
<p class="MsoNormal">
<p class="MsoNormal">IFC 102.1 Construction and Design Provisions</p>
<p class="MsoNormal">The new exception clarifies that the IFC does not apply to the interior of single family dwellings built under the IRC but does apply to the exterior of structure including premises identification, fire apparatus access and water supplies</p>
<p class="MsoNormal">
<p class="MsoNormal">IFC 511 Emergency Responder Radio Coverage</p>
<p class="MsoNormal">This section was added which will require an approved Emergency Responder Radio Coverage system in all new and EXISTING buildings - no time frame for existing buildings</p>
<p class="MsoNormal">
<p class="MsoNormal">IFC 903.6.2 Group I-2</p>
<p class="MsoNormal">This section was added and will require fire sprinklers in all existing Group I-2 occupancies (child care, detox, hospitals, mental hospitals, nursing homes). This is only located within the IFC and not the IBC and no timetable</p>
<p class="MsoNormal"><span> </span></p>
<p class="MsoNormal"><strong>ENERGY MECHANICAL PLUMBING FUEL GAS CODE CHANGES</strong></p>
<p class="MsoNormal">
<p class="MsoNormal">IRC ENERGY</p>
<p class="MsoNormal">Approximately 15% more restrictive</p>
<p class="MsoNormal">R-20 in exterior walls above grade</p>
<p class="MsoNormal">Programmable thermostats – at least one</p>
<p class="MsoNormal">50% of light bulbs to be high efficacy</p>
<p class="MsoNormal">Blower door test or visual inspection</p>
<p class="MsoNormal">for air leakage</p>
<p class="MsoNormal">Checking for duct leakage</p>
<p class="MsoNormal">Heated swimming pools and snow melt systems</p>
<p class="MsoNormal">
<p class="MsoNormal">INTERNATIONAL ENERGY CONSERVATION CODE</p>
<p class="MsoNormal">Approximately 15% more restrictive</p>
<p class="MsoNormal">R-20 in exterior walls above grade</p>
<p class="MsoNormal">Programmable thermostats – at least one</p>
<p class="MsoNormal">50% of light bulbs to be high efficacy</p>
<p class="MsoNormal">Blower door test or visual inspection for air leakage</p>
<p class="MsoNormal">Checking for duct leakage</p>
<p class="MsoNormal">Heated swimming pools and snow melt systems</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M1411.6 IMC 1101.10</p>
<p class="MsoNormal">Locking access caps required for refrigerant circuit access ports that are located on exterior – applies to air conditioning condensers – also applies to commercial installations</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M1503.4 IMC 505.2</p>
<p class="MsoNormal">Exhaust hood systems capable of exhausting in excess of 400 cfm will require makeup air to match – needs to have means of closure and also automatically controlled to start and operate at same time as the exhaust – no requirement for make up air to be conditioned</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC TABLE M1502.4.4.1 IMC TABLE 504.6.4.1</p>
<p class="MsoNormal">There is a new table that gives equivalent lengths of dryer exhaust duct fittings which you use when determining allowable length of dryer exhaust ducts but you can still use manufacturer’s instructions to determine length</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M1502.4.5IMC 504.6.5</p>
<p class="MsoNormal">Where the cloths dryer exhaust duct is concealed within building construction, the equivalent length shall be identified on permanent tag and be within 6 feet of the duct connection</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M1502.5 IMC 504.6.7</p>
<p class="MsoNormal">Protective shield plates will now be required for clothes dryer exhaust ducts that are closer than 1 ¼” to surface of framing</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M1602.2</p>
<p class="MsoNormal">Outdoor and return air cannot be taken from unconditioned attics or boiler rooms</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC M2103.2 IMC 1209.5</p>
<p class="MsoNormal">Thermal barriers are now required for all radiant floor heating systems – this will apply to either slab on grade (minimum R-5) or suspended floors</p>
<p class="MsoNormal">(minimum R-11) and thermal breaks required where heated slabs meet foundation walls</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC G2411.1 IFGC 310.1.1</p>
<p class="MsoNormal">CSST gas piping systems shall be bonded to the electrical service grounding electrode system at the point where the gas service enters the building and bonding jumper needs to be at least 6 AWG copper wire or equivalent or check manufacturers installation requirements</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC G2415.4 IFGC 404.4</p>
<p class="MsoNormal">Gas piping shall not penetrate building foundation walls at any point below grade</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC P2503.6 IPC 312.9</p>
<p class="MsoNormal">Shower liner tests are now required and specific requirements are listed</p>
<p class="MsoNormal">
<p class="MsoNormal">IRC P2904</p>
<p class="MsoNormal">Section 2904 was added and gives design and installation requirements for dwelling unit fire sprinkler systems and is an equivalent to an NFPA 13D fire sprinkler system- the design drawings will need to be provided before permit issuance</p>
<p class="MsoNormal">
<p class="MsoNormal">IPC Table 403.1Required Plumbing Fixtures</p>
<p class="MsoNormal">Footnote f was added to Table 403.1 which gives exception for when you have 15 or fewer occupants then you are not required to have two drinking fountains</p>
<p class="MsoNormal">
<p class="MsoNormal">IMC Section 403<br />
Mechanical Ventilation</p>
<p class="MsoNormal">Section 403 was substantially revised and alters the airflow requirements along with the way they are calculated. It also references “breathing zones.” This will bring these in line with the ASHRAE 62.1 - 2004 requirements. This also helps in energy efficiency.</p>
<p class="MsoNormal">
<p class="MsoNormal"><strong>IBC CHANGES</strong></p>
<p class="MsoNormal"><strong> </strong></p>
<p class="MsoNormal">202 Definitions</p>
<p class="MsoNormal">The definition for “Labeled” has been added to reflect how approved testing labs, inspection agencies, or other agencies that do product evaluations do the labeling for products.</p>
<p class="MsoNormal">
<p class="MsoNormal">304.1 Business Group B</p>
<p class="MsoNormal">Ambulatory health care facilities were added along with new section 422 for specific requirements - fire sprinklers, fire alarms, smoke compartments. Ambulatory health care facilities are medical, surgical, psychiatric, nursing or similar care - less than 24 hours - incapable of self preservation (24 hours or more still I-2)</p>
<p class="MsoNormal">
<p class="MsoNormal">308.5.1 I-4 Adult Care Facility</p>
<p class="MsoNormal">Adult care facilities provide accommodations for less than 24 hours for more than five unrelated adults and provides supervision and personal care.</p>
<p class="MsoNormal">Changed the exception from A-3 to R-3.</p>
<p class="MsoNormal">If the occupants are capable of responding to emergency without assistance then it can be classified as R-3</p>
<p class="MsoNormal">
<p class="MsoNormal">310.1 Residential Group R</p>
<p class="MsoNormal">Will allow a R-1 transient congregate living facility with occupant load of 10 or less to be classified as R-3</p>
<p class="MsoNormal">Condos in ski towns</p>
<p class="MsoNormal">
<p class="MsoNormal">402.6.1 Reduced Open Space</p>
<p class="MsoNormal">This section was added and will allow reduced open space (40’) for unlimited area malls. This will match reduced open space for regular buildings</p>
<p class="MsoNormal">
<p class="MsoNormal">403.6.1 Fire Service Elevator</p>
<p class="MsoNormal">This section was added and will require a fire service access elevator for all buildings with an occupied floor more than 120 feet above fire department vehicle access and refers to new Section 3007 for requirements - this does not require separate elevator</p>
<p class="MsoNormal">
<p class="MsoNormal">Table 403.2.4 Minimum Bond Strength</p>
<p class="MsoNormal">This table was added and gives higher SFRM minimum bond strengths for high rise buildings - 430 psf for building 75’ to 420’ and 1,000 psf for buildings over 420’</p>
<p class="MsoNormal">Higher bond strength means better cohesion to steel members</p>
<p class="MsoNormal">
<p class="MsoNormal">403.5.2 Additional Exit Stairway</p>
<p class="MsoNormal">This section was added and will require an additional exit stair for all buildings (other than R-2) with an occupied floor more than 420 feet<span> </span>above fire department vehicle access - not required when elevator complying with section 3008 (Occupant Evacuation Elevator) is installed - more restrictive than Fire Service Access Elevator</p>
<p class="MsoNormal">
<p class="MsoNormal">403.5.5 Egress Path Markings</p>
<p class="MsoNormal">This section was added and will require luminous egress path markings for high rise buildings and refers to new section 1024 for details. IFC Section 4604.23 requires these egress path markings to be added to all existing high rise buildings - no timetable</p>
<p class="MsoNormal">
<p class="MsoNormal">419 Live Work Units</p>
<p class="MsoNormal">This section was added and gives requirements for Live Work occupancies</p>
<p class="MsoNormal">Possible amendments:</p>
<p class="MsoNormal">Refer to IBC Chapter 29 for plumbing fixture requirements</p>
<p class="MsoNormal">Refer to IBC Chapter 10 for exit system requirements</p>
<p class="MsoNormal">
<p class="MsoNormal">Table 503 Allowable Height and Building Areas</p>
<p class="MsoNormal">B, M, S-1, and S-2 allowable stories were all reduced for Type IIB and IIIB construction - B went from 4 to 3, M went from 4 to 2, S-1 went from 3 to 2, and S-2 went from 4 to 3. Attempted to reduce R from 4 to 3 but was defeated since all R occupancies require sprinklers</p>
<p class="MsoNormal">
<p class="MsoNormal">508.2 Accessory Occupancies</p>
<p class="MsoNormal">This section was completely changed with emphasis on clarifying that incidental use areas are a subset of accessory occupancies. Storage and parking garages were also deleted from Table 508.2.5</p>
<p class="MsoNormal">
<p class="MsoNormal">509.2<br />
Horizontal Building Separation Allowance</p>
<p class="MsoNormal">This section has been modified to allow<span> </span>R occupancies on the level below the 3 hour rated horizontal separation - now will allow B, M, R, multiple A (with occupant load under 300) and incidental uses (storage areas, mechanical areas, lobbies)</p>
<p class="MsoNormal">
<p class="MsoNormal">509.5 and 509.6</p>
<p class="MsoNormal">Both sections have added R-1 to allowable occupancies in buildings of Type IIIA and IIA that can have increased height and stories - now will be R-1 and R-2</p>
<p class="MsoNormal">
<p class="MsoNormal">509.9 Multiple buildings above parking garages</p>
<p class="MsoNormal">Section 509.9 (Multiple buildings above an enclosed or open Group S-2 parking garage)</p>
<p class="MsoNormal">This section was added to provide clarity that if there are two properly separated buildings above an S-2 garage and built in accordance with sections 509.2 or 509.3, they shall be regarded as separate and distinct buildings</p>
<p class="MsoNormal">
<p class="MsoNormal">Chapter 7</p>
<p class="MsoNormal">UL 1479 was added as an alternate test to ASTM E814 (F and T ratings) and UL 263 was added as an alternate test to ASTM E 119 (fire resistance rating of building elements, components or assemblies)</p>
<p class="MsoNormal">
<p class="MsoNormal">703.6 Marking and Identification</p>
<p class="MsoNormal">This section was added and will require all fire and smoke rated walls to be permanently identified with signs or stenciling - only exception is R-2’s that do not have removable decorative ceiling allowing access - problems might be rated exterior walls and other occupancies with hard ceilings.</p>
<p class="MsoNormal">
<p class="MsoNormal">704.1.1 Primary Structural Frame</p>
<p class="MsoNormal">This section has added bracing members that are essential to the vertical stability of the primary structural frame under gravity loads to be considered part of the primary structural frame - this relates to fire protection requirements in Table 601</p>
<p class="MsoNormal">
<p class="MsoNormal">706.5.1 Fire Walls</p>
<p class="MsoNormal">This section has added wording that requires using an imaginary lot line to extend out from the intersection of a fire wall at exterior wall in order to verify requirements for exterior wall and opening protection</p>
<p class="MsoNormal">
<p class="MsoNormal">706.8 Openings</p>
<p class="MsoNormal">This section was changed so that the allowable size of fire rated openings in fire walls went from 120 square feet to 156 square feet - still cannot have openings in party walls and still can have any size openings when building has NFPA 13 sprinkler system</p>
<p class="MsoNormal">
<p class="MsoNormal">708.2 Shaft Enclosure Required</p>
<p class="MsoNormal">Exception 14 was added and will exempt elevators in open and enclosed parking garages that only serve the parking garage. Exception 15 was added and will exempt mechanical shafts in parking garages</p>
<p class="MsoNormal">
<p class="MsoNormal">708.14.1 Elevator Lobby</p>
<p class="MsoNormal">Elevator lobbies are now required in Group I-2 occupancies (detox, child care, hospital, nursing home) and exception 7 was added which exempts elevators serving only open parking garages from needing an elevator lobby</p>
<p class="MsoNormal">
<p class="MsoNormal">714.1 Exception 5 Joints</p>
<p class="MsoNormal">This section has added wording that exempts joints in fire resistive walls, ramps, and floors within enclosed parking garages – matches open parking garages</p>
<p class="MsoNormal">
<p class="MsoNormal">903.2.2 Group E</p>
<p class="MsoNormal">The threshold for requiring a fire sprinkler in E occupancies was reduced from 20,000 square feet down to 12,000 square feet</p>
<p class="MsoNormal">
<p class="MsoNormal">903.2.6 Group M</p>
<p class="MsoNormal">Group M occupancies which are used primarily for the display and sale of upholstered furniture will require fire sprinklers – furniture that has padding inserts – not mattresses and box springs as per CPSC - THIS DOES NOT HAVE ANY SIZE THRESHOLD</p>
<p class="MsoNormal">
<p class="MsoNormal">903.2.9 Group S-2</p>
<p class="MsoNormal">This section now requires a sprinkler system when the fire area of enclosed parking garages exceeds 12,000 s. f., or exceeds three stories above grade plane, or total fire areas exceed 24,000 s.f., or fire area exceeds 5,000 s.f for storage of commercial trucks</p>
<p class="MsoNormal">
<p class="MsoNormal">Table 1005.1 Egress Width</p>
<p class="MsoNormal">Table 1005.1 was deleted along with the sprinkler exception to reduce exit widths - .3 inch per occupant for stairs and .2 inch for all other egress components is to be used for any building and space - potential problem may be existing building - use section 3412</p>
<p class="MsoNormal">
<p class="MsoNormal">1007.3 and 1007.4 Exit Stairs and Elevators</p>
<p class="MsoNormal">Both sections have exception added back for a fire sprinkler system in lieu of the required areas of refuge but new section 1007.8 was added and two way communication systems are now required at all elevator landings even if building has approved sprinkler system</p>
<p class="MsoNormal">
<p class="MsoNormal">1007.6.2 Required Separation of Areas of Refuge</p>
<p class="MsoNormal">Areas of refuge are required to be separated by a smoke barrier. The word vertical was deleted from the exception. Areas of refuge can be located within an exit enclosure which could include an exit passageway</p>
<p class="MsoNormal">
<p class="MsoNormal">1007.8 Two Way Communication</p>
<p class="MsoNormal">This section was modified and gives specific requirements for two way communication systems for areas of refuge and at elevator landings</p>
<p class="MsoNormal">
<p class="MsoNormal">1008.1.2 Door Swing</p>
<p class="MsoNormal">Exception 9 was added and allows manually operated horizontal sliding doors from spaces with occupant load of 10 or less - similar to exception 1</p>
<p class="MsoNormal">
<p class="MsoNormal">1009.4.1 Dimension Reference Surfaces</p>
<p class="MsoNormal">This section was added and requires that stair treads and risers need to meet the required dimensions exclusive of carpets, rugs, or runners</p>
<p class="MsoNormal">
<p class="MsoNormal">1009.4.5 Profile</p>
<p class="MsoNormal">Exception 2 now allows open risers in F, H, and S occupancies where not accessible to the public</p>
<p class="MsoNormal">
<p class="MsoNormal">1009.12 Handrails</p>
<p class="MsoNormal">Handrails are only required on 4 or more risers within R-2 and R-3 occupancies – previously required for 2 or more - now matches the IRC - now only difference between IBC and IRC is guard needs to be 42” high in IBC dwelling units</p>
<p class="MsoNormal">
<p class="MsoNormal">1009.13 Guards</p>
<p class="MsoNormal">Guards will be required when surface is located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of open side</p>
<p class="MsoNormal">
<p class="MsoNormal">1014.3 Common Path of Egress Travel</p>
<p class="MsoNormal">Exception 4 now allows 125 foot maximum travel distance in R-2 occupancy when you have 13R system – previously just for 13 system</p>
<p class="MsoNormal">
<p class="MsoNormal">1021.2 and Table 1021.2 Single exits</p>
<p class="MsoNormal">Section 1021.2 and Table 1021.2 have been modified by changing the word building to stories for the requirements for only allowing a single exit</p>
<p class="MsoNormal">
<p class="MsoNormal">1507.16<br />
Roof Gardens and Landscaped Roofs</p>
<p class="MsoNormal">This section was added and refers you to sections 1607.11.2.2 and 1607.11.2.3 for design requirements</p>
<p class="MsoNormal">
<p class="MsoNormal">2009 CODE CHANGES</p>
<p class="MsoNormal">You can go up on the ICC website <a href="http://www.iccsafe.org/" mce_href="http://www.iccsafe.org/">www.iccsafe.org</a> and get more specific information about all previous code changes. If you need additional information please contact Tim Pate at tpate@broomfield.org</p>
<p class="MsoNormal"></d--></div>
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		<title>The Relationship Between Architectural Scope and Fee on Tenant Finish (TI)</title>
		<link>http://evstudio.info/2009/12/04/the-relationship-between-architectural-scope-and-fee-on-tenant-finish-ti/</link>
		<comments>http://evstudio.info/2009/12/04/the-relationship-between-architectural-scope-and-fee-on-tenant-finish-ti/#comments</comments>
		<pubDate>Fri, 04 Dec 2009 07:01:20 +0000</pubDate>
		<dc:creator>Sean O&#39;Hara</dc:creator>
				<category><![CDATA[Architect]]></category>
		<category><![CDATA[Commercial]]></category>
		<category><![CDATA[FAQ]]></category>
		<category><![CDATA[Restaurant]]></category>
		<category><![CDATA[Retail]]></category>
		<category><![CDATA[architect fee]]></category>

		<guid isPermaLink="false">http://evstudio.info/?p=3138</guid>
		<description><![CDATA[I had an email conversation earlier this week with a potential client who asked if he decided to spend more or less on his tenant finish project what it would do to the fees. This is a very interesting question and points out one of the most challenging pieces of deciding the right fee for [...]]]></description>
			<content:encoded><![CDATA[<p>I had an email conversation earlier this week with a potential client who asked if he decided to spend more or less on his tenant finish project what it would do to the fees. This is a very interesting question and points out one of the most challenging pieces of deciding the right fee for the project.</p>
<p>First it is important to understand that when we set fees there are some components that scale with the project size and some components that are more static. Typically the mechanical, plumbing and electrical engineering for a tenant finish will be relatively constant. The core systems are generally in place and the engineer is modifying the layout and distribution of those systems.</p>
<p>The swing item in a tenant finish fee is generally going to be the cost of the architectural and interior design. If the cost of a particular finish goes up or down, for instance a more or less expensive flooring, that will have little effect on the architectural fee. On the other hand if the project budget is going up because there are more custom details, the project fee will go up to cover the additional drawings that must be produced to convey the design.</p>
<p>The other item that varies tremendously is the level of involvement that is required during the construction administration process. An involved and complex design will need a great deal of involvement during construction. A relatively simple design will not require the same level of participation from the design team.</p>
<p>In the end, each project fee is unique and tailored to the needs of each project. If you ever have questions about an architectural fee its worth taking the time to get an explanation of what the assumptions are.</p>
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