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<article xmlns:xlink="http://www.w3.org/1999/xlink" dtd-version="1.3" article-type="research-article" xml:lang="en"><front><journal-meta><journal-id journal-id-type="issn">2357-0857</journal-id><journal-title-group><journal-title>Environmental Science &amp; Sustainable Development</journal-title><abbrev-journal-title>ESSD</abbrev-journal-title></journal-title-group><issn pub-type="epub">2357-0857</issn><issn pub-type="ppub">2357-0849</issn><publisher><publisher-name>IEREK Press</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.21625/essd.v4i1.490</article-id><article-categories/><title-group><article-title>Energy Rehabilitation of Social Housing in Vulnerable Areas. Case study: a 1950s Building in a Medium-Sized Mediterranean City</article-title></title-group><contrib-group><contrib contrib-type="author"><name><surname>José</surname><given-names>Ruá María</given-names></name><address><country>Spain</country></address><xref ref-type="aff" rid="AFF-1"/></contrib><contrib contrib-type="author"><name><surname>Patricia</surname><given-names>Huedo</given-names></name><address><country>Spain</country></address><xref ref-type="aff" rid="AFF-1"/></contrib><contrib contrib-type="author"><name><surname>Manuel</surname><given-names>Cabeza</given-names></name><address><country>Spain</country></address><xref ref-type="aff" rid="AFF-2"/></contrib><contrib contrib-type="author"><name><surname>Beatriz</surname><given-names>Saez</given-names></name><address><country>Spain</country></address><xref ref-type="aff" rid="AFF-2"/></contrib><contrib contrib-type="author"><name><surname>Vicente</surname><given-names>Civera</given-names></name><address><country>Spain</country></address><xref ref-type="aff" rid="AFF-1"/></contrib></contrib-group><contrib-group><contrib contrib-type="editor"><name><surname>Press</surname><given-names>IEREK</given-names></name><address><country>Italy</country></address></contrib></contrib-group><aff id="AFF-1"><institution content-type="dept">Mechanical Engineering and Construction Department</institution><institution-wrap><institution>Jaume I University</institution><institution-id institution-id-type="ror">https://ror.org/02ws1xc11</institution-id></institution-wrap><country country="ES">Spain</country></aff><aff id="AFF-2">Industrial Systems Engineering and Design Department. Jaume I University, Spain</aff><pub-date date-type="pub" iso-8601-date="2019-3-30" publication-format="electronic"><day>30</day><month>3</month><year>2019</year></pub-date><pub-date date-type="collection" iso-8601-date="2019-3-30" publication-format="electronic"><day>30</day><month>3</month><year>2019</year></pub-date><volume>4</volume><issue>1</issue><issue-title>Improving Sustainability Concept:  From Theories to Successful Practices (Special Issue)</issue-title><fpage>44</fpage><lpage>59</lpage><history><date date-type="received" iso-8601-date="2019-3-30"><day>30</day><month>3</month><year>2019</year></date></history><permissions><copyright-statement>Copyright (c) 2019 Ruá María José, Huedo Patricia, Cabeza Manuel, Saez Beatriz, Civera Vicente</copyright-statement><copyright-year>2019</copyright-year><copyright-holder>Ruá María José, Huedo Patricia, Cabeza Manuel, Saez Beatriz, Civera Vicente</copyright-holder><license license-type="open-access" xlink:href="https://creativecommons.org/licenses/by/4.0/"><ali:license_ref xmlns:ali="http://www.niso.org/schemas/ali/1.0/">https://creativecommons.org/licenses/by/4.0/</ali:license_ref><license-p>This work is licensed under a Creative Commons Attribution 4.0 International License.The Author shall grant to the Publisher and its agents the nonexclusive perpetual right and license to publish, archive, and make accessible the Work in whole or in part in all forms of media now or hereafter known under a Creative Commons Attribution 4.0 License or its equivalent, which, for the avoidance of doubt, allows others to copy, distribute, and transmit the Work under the following conditions:Attribution: other users must attribute the Work in the manner specified by the author as indicated on the journal Web site;With the understanding that the above condition can be waived with permission from the Author and that where the Work or any of its elements is in the public domain under applicable law, that status is in no way affected by the license.The Author is able to enter into separate, additional contractual arrangements for the nonexclusive distribution of the journal's published version of the Work (e.g., post it to an institutional repository or publish it in a book), as long as there is provided in the document an acknowledgement of its initial publication in this journal.Authors are permitted and encouraged to post online a pre-publication manuscript (but not the Publisher's final formatted PDF version of the Work) in institutional repositories or on their Websites prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (see The Effect of Open Access). Any such posting made before acceptance and publication of the Work shall be updated upon publication to include a reference to the Publisher-assigned DOI (Digital Object Identifier) and a link to the online abstract for the final published Work in the Journal.Upon Publisher's request, the Author agrees to furnish promptly to Publisher, at the Author's own expense, written evidence of the permissions, licenses, and consents for use of third-party material included within the Work, except as determined by Publisher to be covered by the principles of Fair Use.The Author represents and warrants that:The Work is the Author's original work;The Author has not transferred, and will not transfer, exclusive rights in the Work to any third party;The Work is not pending review or under consideration by another publisher;The Work has not previously been published;The Work contains no misrepresentation or infringement of the Work or property of other authors or third parties; andThe Work contains no libel, invasion of privacy, or other unlawful matter.The Author agrees to indemnify and hold Publisher harmless from Author's breach of the representations and warranties contained in Paragraph 7 above, as well as any claim or proceeding relating to Publisher's use and publication of any content contained in the Work, including third-party content.This work is licensed under a Creative Commons Attribution 4.0 International License.</license-p></license></permissions><self-uri xlink:href="https://press.ierek.com/index.php/ESSD/article/view/490" xlink:title="Energy Rehabilitation of Social Housing in Vulnerable Areas. Case study: a 1950s Building in a Medium-Sized Mediterranean City">Energy Rehabilitation of Social Housing in Vulnerable Areas. Case study: a 1950s Building in a Medium-Sized Mediterranean City</self-uri><abstract><p>In the urban context, buildings play a key role as they are energy consumers. In well-established cities with a high percentage of aged building stock, the focus should lie on sensitive urban areas where the weakest population sectors and the worst physico-economic conditions are usually encountered. In this work, the energy refurbishment of social housing is proposed. A block of municipally owned buildings is selected as a case study to consider that public buildings play an exemplary role according to Directive 2012/27/EU. The group is formed by 12 buildings, which account for 120 dwellings.</p><p>This study is grounded on two levels. First the urban level. The building is located in a prioritised urban Area of Rehabilitation, Renovation and Urban Regeneration (ARRU), according to the new local Land Plan. This area presents multidimensional vulnerability and considers urban, building, socio-demographic and socio-economic features. Second, the building presents very low energy performance. It was built in 1959 when a high demand of dwellings and the economic resources then available led to low-quality buildings that are far from meeting today’s standards.</p><text/></abstract><kwd-group><kwd>Rehabilitation</kwd><kwd>Social Housing</kwd><kwd>Energy Performance</kwd><kwd>Vulnerability</kwd><kwd>Urban Areas</kwd></kwd-group><custom-meta-group><custom-meta><meta-name>File created by JATS Editor</meta-name><meta-value><ext-link ext-link-type="uri" xlink:href="https://jatseditor.com" xlink:title="JATS Editor">JATS Editor</ext-link></meta-value></custom-meta><custom-meta><meta-name>issue-created-year</meta-name><meta-value>2019</meta-value></custom-meta></custom-meta-group></article-meta></front><body><sec><title>1. Introduction</title><p>Cities and urban settlements consume lot of resources and generate emissions and waste, which spells detrimental environmental effects. Buildings have a strong impact as they consume resources such as land, water and energy. They are also responsible for one third of the green gases emissions that reach the atmosphere. However, buildings </p><p>are necessary to live in and to conduct human activities. </p><p>According to the 11th Sustainable Development Goal (SDG) of the United Nations, for sustainable cities and communities, the objective is "to make cities inclusive, safe, resilient and sustainable". This implies urban sustain-ability involving social inclusion. Within this new framework, distressed areas should be firstly observed as they present high physical and social vulnerability. The latter implies the incapacity of some groups and individuals to solve their housing needs. Therefore, these areas should be prioritised by the authorities to undertake urban plan actions.</p><p>Hence the building should be analysed from a holistic perspective by considering its urban context and interactions with citizens. The well-established urban areas with many initial limitations are especially challenging because very often they present old obsolete buildings inhabited by vulnerable populations.</p><p>This work proposes the energy refurbishment of social housing. The selection of the building was based on a threefold perspective. On the one hand, the typology of the block of buildings, together with the constructive analysis, show a low-quality building with a typology dating back to a time where resources were scarce and, con- sequently, energy performance was very poor. Earlier studies have identified urban areas in Spain with inefficient buildings, which have been linked with their construction period <xref ref-type="bibr" rid="BIBR-11">(Martín-Consuegra et al., 2016)</xref>.</p><p>Second, social housing is intended for low-income people at risk of social exclusion. Last, but not least, the building is a municipal property, so its refurbishment should reinforce the exemplary role that the authorities play (Energy Efficiency Directive, EDD 2012/27/EU) regarding the renovation of existing buildings.</p></sec><sec><title>2. Methodology</title><p>Some stages were followed (see<xref ref-type="fig" rid="figure-b7v955">Figure 1</xref>) to undertake this work. First, the case study was selected according to three main pillars. On the one hand, the urban area was selected based on a previous work in which vulnerable urban areas of the city were defined. On the other hand, the building’s poor energy performance was the main observed feature. Finally, the building’s social housing condition guaranteed vulnerable dwellers, e.g., low-income citizens.</p><fig id="figure-b7v955" ignoredToc=""><label>Figure 1</label><caption><p>Methodology</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6012" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><p>Once the building was selected, a diagnosis of its current state was made by analysing the scarce available project information and visiting the site to collect complementary and necessary information. This permitted the building to be simulated in officially recognised software to determine its energy performance. The third stage consisted in analysing the refurbishment solutions and selecting the optimal solution according to a multicriteria analysis after bearing in mind the actual conditions the building was in by looking for a real applicable one.</p><p>The fourth stage consisted in determining the building's energy performance after refurbishment. Finally, economic feasibility was estimated by the cost-optimal method to acquire an order of magnitude of the investment and other costs.</p></sec><sec><title>3. Background</title><sec><title>3.1. Vulnerable urban areas</title><p>The definition of Areas of Rehabilitation and Urban Renovation and Regeneration (ARRU) is included in new Spanish urban plans to contribute to sustainable development by structurally intervening in the city <xref ref-type="bibr" rid="BIBR-10">(on Territorial Planning, 2014-07-25)</xref>. This intends to support those responsible for local administration decision making by selecting the urban areas that require priority interventions and to undertake durable actions over time. Therefore, the buildings included in an ARRU would be prioritised when addressing potential refurbishment subsidies. Moreover, considering the most vulnerable areas will affect the whole city's substantial improvement.</p></sec><sec><title>3.2. Social Housing</title><p>One of the first obligations that Franco's Government had to face after the end of the Spanish Civil War was to reconstruct the country. One major part of this work was to recover urban areas, which entailed not only repairing destroyed heritage, but also constructing new housing that could accommodate a population with scarce resources.</p><p>To fulfil this purpose, immediately after the Civil War was over the first law for low-income housing was in- troduced, as was the government institution responsible for ensuring the promotion and control of building such housing all over the country, the National Housing Institute <xref ref-type="bibr" rid="BIBR-9">(Law, 1939-04-19)</xref> In this way, apart from updating the legislation on such interventions, governmental institutions sought to tightly control the promotion of public housing, so it was left as a private initiative on the sidelines (Go´mez, 2004).</p><p>However, the economic precariousness that the country was in during the first post-war period years did not allow the agreed quantitative targets for the building stock in successive National Housing Plans to be achieved. During the first two decades of Franco’s Government, countless laws were introduced (see <xref ref-type="table" rid="table-1">Table 1</xref>) to promote building stock growth rather than regulate housing.</p><table-wrap id="table-1" ignoredToc=""><label>Table 1</label><caption><p>Main Legislation on Social Housing during Franco´s Government. 1939 -1975</p></caption><table frame="box" rules="all"><thead><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Date</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Introduced Legislation</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Repealed Legislation</p></th></tr></thead><tbody><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>19 April 1939</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Law on <bold>Protection for a Low-Income</bold></p><p><bold>Housing System</bold> and establishing the Na- tional Housing Institute</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Law of 12 June 1911 (Law on Cheap Houses)</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>23 February 1944</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Order regulating <bold>Basic Hygienic Conditions</bold></p><p>for Housing</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>25 November 1944</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Law on contributions and tax reduction to Build <bold>Income Housing for the Middle</bold></p><p>Class.</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>19 November 1948</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Decree-Law that amended Law 25 Novem- ber 1944 on <bold>Protection for a Low-Income</bold></p><p>Housing System</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Law of 25 November 1944</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>29 May 1954</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Decree-Law to build <bold>Social Housing: Low-</bold></p><p>Income and Minimum-Income Housing</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>15 July 1954</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Law on <bold>Protection of Limited-Income Housing</bold></p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="bibr" rid="BIBR-9">(Law, 1939-04-19)</xref></p><p>Law of 25 November 1944</p><p>Decree-Law of 19 November 1948</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>12 July 1955</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Order introducing the text of <bold>Technical Ordinances and Building Standards</bold> for</p><p>Limited-Income Housing</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>24 January 1958</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Decree extending the new type of <bold>Subsidised</bold></p><p><bold>Housing</bold> throughout Spain</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>24 July 1963</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Decree introducing the Revised Text of So-</p><p>cial Housing legislation</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>All previous legislation</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>20 May 1969</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Order introducing the adjustment of <bold>Techni- cal Ordinances and Building Standards</bold> to</p><p>Social Housing</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr></tbody></table></table-wrap><p>This objective would definitely not be met until the beginning of the 1960s, in 1963 with the last social housing legislation of Franco's Government. Governmental institutions would lose the strong interventionist character they held thereafter to behalf of the private promoter who was consolidated as a preferred agent in the building of this type of housing.</p><p>Apart from the limited implementation of successive Housing Plans, the economic shortage led to restrict the use of materials in the building, especially iron <xref ref-type="bibr" rid="BIBR-4">(on restriction on the use of iron in buildings, 1941-03-11)</xref>, to avoid increasing the construction cost of housing buildings. Consequently for housing, builders were forced to use building systems from the beginning of the century and use alternative materials in those elements in which steel had become the most suitable option.</p><p>This meant a delay in the building technology progress made in Spain as social housing built during the first two decades of Franco's Government brings to light. After the Spanish economy opened out to the international scene and thanks to the Stabilisation Plan of the late 1950s, it managed to overcome years of shortage and, thus, the liberalisation of building stock, which would lose the tight constructive control normalisation by governmental institutions <xref ref-type="bibr" rid="BIBR-14">(Sambricio, 2004)</xref>.</p></sec></sec><sec><title>4. Case study</title><sec><title>4.1.  The urban scale</title><p>The development of the new Land Use Plan of the city of Castello´n de la Plana (Spain) needs to define ARRU. This definition was created by using 29 ad hoc selected indicators of vulnerability. They were grouped into four categories: urban (4), building (4), socio-demographic (16) and socio-economic indicators. The ARRU were those areas where all the categories concurred, so they presented multidimensional vulnerability. As a result, 17 ARRU were defined in the city (<xref ref-type="bibr" rid="BIBR-6">(García-Bernal et al., 2017)</xref>; <xref ref-type="bibr" rid="BIBR-13">(Ruá et al., 2017)</xref>). The building used as a case study in this work is included in one of the ARRU. The defined ARRU are indicated in <xref ref-type="fig" rid="figure-l1p74y">Figure 2</xref>. The selected block of buildings is included in ARRU 01. The location of the block is indicated in the top-right corner of <xref ref-type="fig" rid="figure-l1p74y">Figure 2</xref>.</p><fig id="figure-l1p74y" ignoredToc=""><label>Figure 2</label><caption><p>Situation</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6013" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig></sec><sec><title>4.2. The block of buildings</title><p>The block of buildings was built in 1959 as social housing by Ministry of Housing subsidy. The group is formed by 12 buildings, the north fac¸ade, with odd numbers 1 to 11, to Huesca Street, and opposite the Castalia football stadium. The south fac¸ade is in Mart´ınez Tena Street, numbers 2 to 12. <xref ref-type="fig" rid="figure-3">Figure 3</xref> shows a general view of the block of buildings. The block forms an internal courtyard and each building is formed by one ground floor and four upper floors, with two dwellings per floor, which means 10 houses per block and 120 houses in all, which account for 2339 m2.</p><p><xref ref-type="fig" rid="figure-4">Figure 4</xref> shows the front side view and the side elevation plan, section and roof plan. <xref ref-type="fig" rid="figure-5">Figure 5</xref> represents a 3D image of the block using the Revit software, drawn after the visits made to the site.</p><fig id="figure-3" ignoredToc=""><label>Figure 3</label><caption><p>General view</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6014" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-4" ignoredToc=""><label>Figure 4</label><caption><p>Front side view, side elevation, section and roof plans</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6015" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-5" ignoredToc=""><label>Figure 5</label><caption><p>3D image of the block</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6016" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig></sec><sec><title>4.3. The building’s energy performance</title><p>There are four buildings in the corners of the block, while the rest are terraced buildings which present better energy performance as they are less exposed to the outer environment. The building located in the north-west corner (357º north) is the worst in energy performance terms. In order to simplify simulation, only this building was simulated. There are three types of housing, as seen in the original plans presented in <xref ref-type="fig" rid="figure-6">Figure 6</xref>, where the selected building is indicated. <xref ref-type="fig" rid="figure-7">Figure 7</xref> shows the floor plan, with dwellings types I and II, included in the building selected in the block. Dwelling type III is included in the terraced buildings in the block.</p><fig id="figure-6" ignoredToc=""><label>Figure 6</label><caption><p>Second Floor (Original plans)</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6017" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-7" ignoredToc=""><label>Figure 7</label><caption><p>Floor plan of dwellings types I and II</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6018" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><p>In order to analyze the building’s thermal performance, some starting conditions need to be considered. Regarding external conditions, and according to Spanish Regulation for Energy Saving, CTE DB-HE1, Appendix D, the building is located in climatic zone B3 (winter severity B on a scale from A to E, from the warmest to the coldest; summer severity 3 on a scale from 1 to 4, from the least to the most severe). The thermal envelope characteristics are summarised in <xref ref-type="table" rid="table-2">Table 2</xref>, where the layers of the constructive solutions are represented, together with the exposed area and the thermal transmittance data. All this, plus the facilities used to obtain domestic hot water (DHW), heating and cooling services, in this case electric appliances, will be the starting data to simulate the building to estimate its energy performance in its current state:</p><table-wrap id="table-2" ignoredToc=""><label>Table 2</label><caption><p>Original thermal envelope</p></caption><table frame="box" rules="all"><thead><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Thermal envelope</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Constructive solution</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Transmittance U (W/m2K)</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Figure</p></th></tr></thead><tbody><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Fac¸ade 1</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Bearing wall formed by double leaf brick: exterior masonry wall of ceramic solid brick of 1 foot- thick with cement mortar joints</p><p>+ inner skin of hollow ceramic brick, 4-cm thick, with cement mortar joints + plastering.</p><p>Exposed area: N 93.41 m2; W</p><p>78.93 m2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>1.44</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="fig" rid="figure-vxslyx">Figure 8</xref></p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Fac¸ade 2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Bearing wall formed by double leaf brick: continuous outer coat- ing with cement mortar + ex- terior masonry wall of ceramic solid brick of 1 foot-thick with cement mortar joints + inner skin of hollow ceramic brick 4 cm- thick with cement mortar joints + plastering.</p><p>Exposed area: N 190.64 m2; W</p><p>100.63 m2; E 57.84 m2; S 169.51</p><p>m2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>1.29</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="fig" rid="figure-vxslyx">Figure 8</xref></p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Windows</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Wood carpentry with single glaz-</p><p>ing.</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Carpentry: 2.20</p><p>Glazing: 5.50</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="fig" rid="figure-qn8bn9">Figure 9</xref></p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Roof 1</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Flat roof ventilated, trafficable: Finishing ceramic tiles + mortar layer 5 cm + bituminous sheet</p><p>+ ventilated air chamber + rein- forced concrete one-way slab 30 cm, ceramic hollow plot + plas- tering.</p><p>Exposed area: 38.83 m2.</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>1.37</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="fig" rid="figure-ysqc6r">Figure 10</xref></p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Roof 2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>16º: finishing ceramic gables + mortar layer + ceramic tiles for roof slope + ventilated air chamber + reinforced concrete oneway slab 30 cm, ceramic hollow plot + plastering. Exposed area: 116.03 m 2 .</p><p>Exposed area: 116.03 m2.</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>1.05</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p><xref ref-type="fig" rid="figure-pfzl1a">Figure 11</xref></p></td></tr></tbody></table></table-wrap><fig id="figure-vxslyx" ignoredToc=""><label>Figure 8</label><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6019" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-qn8bn9" ignoredToc=""><label>Figure 9</label><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6020" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-ysqc6r" ignoredToc=""><label>Figure 10</label><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6021" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><fig id="figure-pfzl1a" ignoredToc=""><label>Figure 11</label><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6022" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><p>To evaluate the building’s energy performance in its current state, the CE3x software was used, the official software for energy certification in Spain (the open access software provided by the Ministry of Industry). Using CE3x permits energy demand to be known, energy use and carbon emissions associated with the building’s use. The software estimates the annual energy demand linked to heating and cooling in kWh/m2, and the annual CO<sub>2</sub> emissions due to heating, cooling and DHW in kg CO<sub>2</sub>/m2. The sum of emissions will evaluate energy performance using a scale from A to G, with the best and the worst energy performance, respectively. This software is widely used professionally, but has also been included in research works (<xref ref-type="bibr" rid="BIBR-1">(Alguacil et al., 2017)</xref>; <xref ref-type="bibr" rid="BIBR-2">(Ayala et al., 2016)</xref>), specifically to social housing <xref ref-type="bibr" rid="BIBR-5">(Escandón et al., 2016)</xref> to obtain simulation energy performance values.</p><p>The input data in the software result in the energy performance presented in <xref ref-type="fig" rid="figure-12">Figure 12</xref>. According to the simulation, the building emits 29.5 kg CO<sub>2</sub>/m2 due to heating, cooling and DHW, with 15.98, 5.09 and 8.41 kg CO<sub>2</sub>/m2, re- spectively. Altogether, the building obtains an E energy label, where DHW presents the worst energy performance, with F, followed by heating with E and a medium D for cooling.</p><fig id="figure-12" ignoredToc=""><label>Figure 12</label><caption><p>Energy certification label for the current building</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6023" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig></sec><sec><title>4.4. Energy refurbishment proposal</title><p>The next stage consists in analysing some refurbishment solutions to improve the building’s energy performance and to select the optimal one. To do so, four perspectives are observed: technical, environmental, economic and heritage. The technical perspective analyses the advantages and disadvantages of actually implementing the con- structive solution. The environmental perspective is based mainly on the resulting transmittance of the refurbished solution, together with the reduction of thermal bridges. The economic perspective examines the viability of refur- bishment. Finally, the building’s heritage value is considered by looking at the aesthetic variation of the building’s external envelope as it can be representative of the building type built at a particular socio-economic period of time, as explained in Section 3.2.</p><p>Regarding the thermal envelope, the refurbishment aimed to add insulation layers that did not exist in the original building's state. Insulation material is generally the most cost-effective solution when buildings are refurbished <xref ref-type="bibr" rid="BIBR-3">(Hamdy et al., 2011)</xref>Rua´ &amp; Lo´pez-Mesa, 2012). This should be done on fac¸ades together with im-provements to carpentries, with double glazing solutions, and also in roofs. Adding insulation on fac¸ades and roofs could be done basically in two ways: on the outer or the inner layer.</p><p><xref ref-type="table" rid="table-3">Table 3</xref> shows some constructive solutions <xref ref-type="bibr" rid="BIBR-8">(Huedo et al., 2016)</xref>,  along with their advantages, disadvantages and features by bearing in mind the technical, environmental, economic and heritage perspectives. The selected solutions are shaded in grey in <xref ref-type="table" rid="table-3">Table 3</xref> and represented in <xref ref-type="fig" rid="figure-13">Figure 13</xref>  For fac¸ades, inner insulation (FI) was ruled out because of the dimensions of rooms. It would mean reducing the areas of rooms as they could not fulfil the minimum required dimensions according to new standards. Therefore, the outer solution with the External Insulation System was adopted in this case because it was more convenient than the ventilated fac¸ade, </p><p>For roofs, the inner solution proved more convenience when looking at advantages and disadvantages. The same solution involving mineral wool and finishing plaster board could be applied to roof 1(SRI) and roof 2 (FRI).</p><fig id="figure-13" ignoredToc=""><label>Figure 13</label><caption><p>Fac¸ade, sloping roof and flat roof refurbishment solutions</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6024" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig><table-wrap id="table-3" ignoredToc=""><label>Table 3</label><caption><p>Multicriteria analysis of the constructive solutions for the thermal envelope</p></caption><table frame="box" rules="all"><thead><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Thermal</p><p>Envelope</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Criteria</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Technical</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Environmental</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Economic</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Aesthetic</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"/><th colspan="1" rowspan="1" style="" align="center" valign="middle"/></tr></thead><tbody><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"/><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Solution</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Advantages-</p><p>disadvantages</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>U</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Thermal</p><p>bridges</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>C/m2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Time</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>External variation</p></td></tr><tr><td colspan="1" rowspan="3" style="" align="center" valign="middle">Fac¸ades</td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>FO1.</p><p>Ventilated</p><p>fac¸ade</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Medium-high </p><p>level of difficulty </p><p>Requires scaffold- </p><p>ing </p><p>Does not interfere </p><p>with users </p><p>High	embedded </p><p>energy	due	to </p><p>the	aluminium </p><p>substructure </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>0.49</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Reduced</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>158.50</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Medium</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>High</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>FO.	Ex- </p><p>ternal </p><p>Insulation </p><p>System </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Medium-low level </p><p>of difficulty </p><p>Requires scaffold- </p><p>ing </p><p>Does not interfere </p><p>with users </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>F1: </p><p>0.49 </p><break/><p>F2: </p><p>0.47 </p><break/></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Reduced</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>90.35</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Medium</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Medium</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>FI.	Inner </p><p>mineral </p><p>wool and </p><p>plaster </p><p>board </p><break/></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Low	level	of </p><p>difficulty </p><p>Interferes	with </p><p>users </p><p>Does	not	ful- </p><p>fil	minimum </p><p>dimensions </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>0.48</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Equal</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>27.99</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Short</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>None</p></td></tr><tr><td colspan="1" rowspan="3" style="" align="center" valign="middle">Sloping Roof</td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>SRO. XPS </p><p>(extruded polystyrene) under the finishing layer </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>High level of diffi- culty, the finishing roof layers are re- moved to add in- sulation </p><p>Requires scaffold- ing </p><p>Does not interfere </p><p>with users </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>0.44</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Equal</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>93.47</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Long</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>None</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>SRI. Inner mineral wool and plaster </p><p>board </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle">Low       level                     of difficulty Interferes        with users</td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>0.44</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Equal</p><break/></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>27.99</p><break/></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Short</p><break/></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>None</p><break/></td></tr><tr><td colspan="1" rowspan="3" style="" align="center" valign="middle">Flat roof</td><td colspan="1" rowspan="2" style="" align="center" valign="middle"><p>FRO. XPS</p><p>and gravel over    the finishing layer</p></td><td colspan="1" rowspan="2" style="" align="center" valign="middle"><p>Adds loads to slab. It requires a structural analysis</p><break/><p>Does not interfere with users</p></td><td colspan="1" rowspan="2" style="" align="center" valign="middle">0.49	</td><td colspan="1" rowspan="2" style="" align="center" valign="middle">Equal</td><td colspan="1" rowspan="2" style="" align="center" valign="middle">75.08</td><td colspan="1" rowspan="2" style="" align="center" valign="middle">Short</td><td colspan="1" rowspan="2" style="" align="center" valign="middle">None</td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>FRI. Min- </p><p>eral wool and plaster board </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Low	level		of difficulty Interferes	with users </p><p>The same solution for the two roof </p><p>types </p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle">0.44</td><td colspan="1" rowspan="1" style="" align="center" valign="middle">Equal</td><td colspan="1" rowspan="1" style="" align="center" valign="middle">27.99</td><td colspan="1" rowspan="1" style="" align="center" valign="middle">Short</td><td colspan="1" rowspan="1" style="" align="center" valign="middle">None</td></tr></tbody></table></table-wrap><p>Theoretically, other measures can be proposed. For example, solar energy to cover a high percentage of DHW demand could have been proposed. However, this would need a further structural analysis to check that the structure would support the new load added by fitting solar energy. The presented proposal is intended mainly to be realistic and economically viable by considering the building's socio-economic features.</p></sec><sec><title>4.5. Energy performance after refurbishment</title><p>The selected construction solutions, together with improved facilities, by going from electrical new boilers to condensed natural gas ones, shows a relevant improvement in energy performance and reduced annual carbon emissions from 29.5 to 15.3 kg CO<sub>2</sub>/m2. <xref ref-type="table" rid="table-4">Table 4</xref> shows the heating and cooling demands, together with emissions, due to different facilities and the savings made after refurbishment.</p><table-wrap id="table-4" ignoredToc=""><label>Table 4</label><caption><p>Improvement of energy performance and savings in emissions obtained by the CE3x software</p></caption><table frame="box" rules="all"><thead><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"/><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Current state</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Refurbished</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Saving %</p></th></tr></thead><tbody><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Heating demand kWh/m2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>64.5F</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>17.5C</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>72.8</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Cooling demand kWh/m2</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>17.8D</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>14.7D</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>17.3</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Heating emissions</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>16.0E</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>4.3C</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>72.8</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Cooling emissions</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>5.1D</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>4.2D</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>17.3</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>DHW emissions</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>8.4G</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>6.7G</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>19.9</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Global emissions</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>29.5E</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>15.3D</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>48.1</p></td></tr></tbody></table></table-wrap></sec><sec><title>4.6. Economic viability of refurbishment</title><p>To analyze the economic viability of refurbishment, the guidelines of Commission Delegated Regulation (EU) No. 244/2012, of 16 January 2012, which supplements Directive 2010/31/EU of the European Parliament and the Council on the energy performance of buildings by establishing a comparative methodology framework to calculate cost-optimal levels of minimum energy performance requirements for buildings and building elements, was used. According to this methodology, energy performance measures are considered an investment and the Net Present Value is used. This indicator is appropriate for long-term investments. Buildings are products of a long service life that require maintenance, replacing certain elements, etc. Therefore, the global cost, referred to as starting year τ<sub>0,</sub> was calculated using the following equation (1) over calculation period , for a set of measures j during year i:</p><p><inline-formula><tex-math id="math-1"><![CDATA[ \documentclass{article} \usepackage{amsmath} \begin{document} \displaystyle \text{CO}_{2\text{Operation}} = T \times \left(\text{CO}_{2\text{heating}} + \text{CO}_{2\text{cooling}} - \text{CO}_{2\text{CHP\_elec}}\right) - \sum_{1}^{t} \text{CO}_{2\text{PV}}(t) \end{document} ]]></tex-math></inline-formula></p><p><xref ref-type="table" rid="table-5">Table 5</xref> presents details for each term of Equation 1 and the estimated values using the macroeconomic perspective by considering the carbon cost.</p><p>The graphic represented in<xref ref-type="fig" rid="figure-vxslyx">Figure 8</xref> shows the accumulated NPV for two discount rates, r1% and r4%. NPV is <strike>C</strike>53,184.12 for 1% and is <strike>C</strike>4,736.1 for 4%. With the starting hypothesis of <xref ref-type="table" rid="table-5">Table 5</xref>, we can see that the investment starts to be positive from year 20 and 28 for the 1% and the 4% discount rate, respectively. This is not a surprising result if we consider the private costs and only the carbon price a social cost.</p><p>Some subsidies can be considered in the calculations, if we bear in mind that the building is included in an ARRU, as mentioned in Section 3.1. This would result in a more optimistic scenario with a shorter payback, as calculated in previous studies <xref ref-type="bibr" rid="BIBR-1">(Alguacil et al., 2017)</xref>. For example, estimating a hypothetical subsidy of <strike>C</strike>5,000.00/dwelling, the investment would be returned in less time, as seen in <xref ref-type="fig" rid="figure-14">Figure 14</xref>.</p><table-wrap id="table-5" ignoredToc=""><label>Table 5</label><caption><p>Terms for the global cost and hypothesis used for estimations</p></caption><table frame="box" rules="all"><thead><tr><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Term</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Meaning</p></th><th colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Estimated value and source</p></th></tr></thead><tbody><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>τ</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Calculation period Starting year <italic>τ</italic>0 2018</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>30 years</p><p>R244/2012 suggests 30 years for residential and public buildings</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>CI</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>initial investment cost for measure or set of measures <italic>j</italic></p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Cost of refurbishment of fac¸ades, windows, roof</p><p>and replacing boilers (price database) <strike>C</strike>10,5195.64 in <italic>τ</italic>0 ( <strike>C</strike>10,519.56/dwelling)</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Ca,i(j)</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>annual cost during year <italic>i</italic> for measure or set of measures <italic>j</italic></p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Cost of electricity: <strike>C</strike>0.24/kWh (savings from the original to the refurbished building: 35.16 kWh/m2<italic>.</italic>year): <strike>C</strike>6416.70/year</p><p>Maintenance cost: inspection of boiler, manda- tory every 5 years: <strike>C</strike>50/dwelling</p><p>Replacement cost: boiler 15 years of service life: <strike>C</strike>1800/dwelling</p><p>Maintenance cost: to inspect boilers, mandatory every 5 years, estimated at <strike>C</strike>50/dwelling.</p><p>Replacement cost: boiler ,15 years of service life</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Cci(j)</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>carbon cost for measure or set of measures <italic>j</italic></p><p>during year <italic>i</italic></p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Values recommended by the R244/2012 (savings from the original to the refurbished building: 14.2 kg CO<sub>2</sub>/m2<italic>.</italic>year). Prices CO<sub>2</sub>: <strike>C</strike>20/ton until</p><p>2025; <strike>C</strike>30/ton until 2030; <strike>C</strike>50/ton from 2030</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Vf,τ (j)</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>residual value of measure or set of measures</p><p><italic>j</italic> at the end of the calculation period (dis- counted from the starting year <italic>τ</italic>0)</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>The residual value is considered zero</p></td></tr><tr><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>Rd(p)</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>discount fa ctor for year <italic>i</italic> calculated as</p><p> <italic><sub>p</sub></italic></p><p><italic>R</italic><italic><sub>d</sub></italic> (<italic>p</italic>) =  1 <italic>r</italic> </p><p>1+ 100</p><p>where <italic>p:</italic> number of years from <italic>τ</italic>0</p><p><italic>r</italic>: real discount rate</p></td><td colspan="1" rowspan="1" style="" align="center" valign="middle"><p>where p: number of years from τ0 r: real discount rate A sensitivity analysis must be performed with at least two rates. From a macroeconomic perspective of 4% (according to the Commission 2009's Impact Assessment guidelines). Sensitivity analysis: r1: 1%; r2: 4%</p></td></tr></tbody></table></table-wrap><fig id="figure-14" ignoredToc=""><label>Figure 14</label><caption><p>Fac¸ade, sloping roof and flat roof refurbishment solutions</p></caption><graphic xlink:href="https://press.ierek.com/index.php/ESSD/article/download/490/1324/6025" mimetype="image" mime-subtype="png"><alt-text>Image</alt-text></graphic></fig></sec></sec><sec><title>5. Conclusions</title><p>In this work, the refurbishment of a block of buildings located in Castello´n de la Plana (East Spain) is proposed. The selection of this building was based on various criteria: first, it is located in a vulnerable area of the city, as the new land plan reflects. Second, the year of construction is characterised by socio-economic circumstances, which represents a building typology that entails a heritage value. The scarce economic resources at that time led to poor quality dwellings that can still be found in many Spanish cities today. These buildings very often present low energy performance and obsolete quality standards. Moreover, in this case, the selected building is the property of the Municipality and is intended for social housing.</p><p>The refurbishment proposal requires a previous diagnosis being made according to its current state. Data were collected using the original project, visiting the site for measures, employing first-hand information and drawing new plans.</p><p>Some refurbishment solutions were analysed after bearing in mind the particularities of the case to select the optimal solution. The selected refurbishment solution is based on different criteria. Although other solutions could have been proposed, the adopted solution was adapted to a realistic scenario by considering the building’s specificities. The energy performance estimation shows major savings in both energy and carbon emissions.</p><p>The economic analysis conducted by the cost-optimal method shows an initial investment of C10,519.56/dwelling. With the starting hypothesis, the NPV is positive. The cumulative NPV shows that, in both cases, the NPV is over zero after 20 years. This term would be shorter if subsidies could address the building. Its location in an ARRU means that it is an area that should be prioritised to address potential subsidies. Refurbishment would also benefit users' quality of life by improving the thermal comfort of their dwellings as it would make the energy poverty situation more unlikely. Besides it would increase the market price of dwellings, which is an aspect that the economic analysis does not consider.</p></sec><sec><title>6. Acknowledgments</title><p>The research for this work was carried out in the framework of the Project GV/2017/110, Diagnosis and proposals for the regeneration of public housing buildings for social inclusion purposes (VIVINSO), within the Research, Development and Innovation projects developed by emerging research groups GV-2017, funded by the Valencian Autonomous Government.</p></sec></body><back><ack><title>Acknowledgments</title><p>The research for this work was carried out in the framework of the Project GV/2017/110 , Diagnosis and proposals for the regeneration of public housing buildings for social inclusion purposes (VIVINSO), within the Research, Development and Innovation projects developed by emerging research groups GV-2017, funded by the Valencian Autonomous Government .</p></ack><ref-list><title>References</title><ref id="BIBR-1"><element-citation publication-type="article-journal"><article-title>Application of the cost-optimal methodology to urban renewal projects at the territorial scale based on statistical data. 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