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Therefore, in the county of Priorat, the cultivation of the vineyard predominates, there is a large number of vineyards, wineries and wines among the whole territory. The administrative county of Priorat, counts with two prestigious winegrowing Designations of Origin: ‘Denominació d’Origen Qualificada Priorat’ and ‘Denominació d’Origen Montsant’. Both of them are remarkably recognized nationally and internationally for its exquisite high quality wines. The region has a total area of 498,6km2 and a total population of 9.245 inhabitants, divided within the 26 municipalities that compose the county. All characterized by being small, rural, and in which the most used building material is stone. The capital of el Priorat, is the town of Falset, where the project ‘Winery and Hotel Siurana’ is located.
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El Priorat is located in the middle of the Catalan Coastal Range, between el Camp de Tarragona and Terres de l’Ebre. It is a region with a very rugged relief, without any plain and marked by the presence of the Montsant mountain range, occupying the northern sector of the region. The Priorat is characterized by its geography and orography; it is a mountainous region and with a very rugged terrain, which counts on a great number of mountain ranges in all the region, the Prades Mountains, the range of Llena or the Jover and Llaberia’s ranges, among others. Its mountains are defined by slate rocks, a dark and very old rocks type which comes from the Paleozoic era. This kind of terrain, and the characteristic climate of the county, is
what makes the cultivation of the land and agriculture the most popular and main economic activity in the whole Priorat territory - principally grapvines and fruit trees.
Final Thesis Project | Júlia Boix Gonzalez
In the southeast of the Autonomous Community of Catalonia, with an area of 6.300m2, we found what is called the Province of Tarrogona. Which agglutinates 181 municipalities and a total population of 804.664 inhabitants. The Province of Tarragona, with its capital in Tarragona, is made up of 10 counties, including el Priorat.
WINERY AND HOTEL SIURANA| September 2020
TARRAGONA - EL PRIORAT
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FALSET Falset is the administrative capital of the Priorat county, located in the southeast of the region, in the province of Tarragona. The city limits with Porrera to the north, with Pradell de la Teixeta to the east, with Marçà to the south, Masroig to the southwest, with Bellmunt del Priorat to the west and with Gratallops to the northwest. Falset is surrounded by the mountains of the Roca Roja, the Morral and the Serra de Llaberia, as well as the Serralada de les Obagues in the north. Falset is the most populated municipality in the region, with 2,838 inhabitants and has the greater number of shops, public services and facilities within the territory. HISTORY: Despite the existence of prehistoric settlements in the natural environment of the territory since the time of the Paleolithic interior -about 40 thousand years ago-, the town of Falset has its origins in the ‘Castell dels dels Comtes de Prades’ of the XIIth century -in medieval times-, which was the administrative headquarters of the ‘Baronia d’Entença’ and later of the ‘Comtat de Prades’, and saw the birth of two Catalan queens: Elionor de Prades, queen of Cyprus and Jerusalem, and Margarida de Prades, queen of Aragon and last queen of the dynasty of Barcelona, as the wife of Martí l’Humà. In this same castle, it was where, in modern times, there was the defeat of the Bourbon troops on August 30th 1714, in the fall of Barcelona during the War of the Spanish Succession; Colonel Anton Vidal i Talarn was killed in battle. Due to all these facts, since mid XIVth century, Falset started gaining protagonism around the country, and at all times, the town presents itself as a key element in the historic development of the South part of Catalonia. It is then, in the XVIIIth century, when the town experienced a significant demographic and economic growth that led to the town overcoming the medieval wall and beginning to expand. The internal wars of the XIXth centurym tough, strongly punished the town that in spite of everything, impelled an intense expansion of the vineyard, that suffered a strong crisis in the irruption of the plague of the phylloxera. CENTER OF FALSET: The old town of Falset is located between the church and the ‘Castell de Malanyet’, caracterized by a series of parallel streets that connect Carrer de Dalt and Carrer de Baix, crossing the
‘Plaça de la Quartera’. The village still preserves fragments of the medieval walls (‘Portal delBou’, ‘Carrer del Vall de les Moreres’ and its surroundings), as well as the modern fortification of which are preserved the two towers of the castle. Falset is characterized as well for the Plaça Vella (Plaça d’Àngel Marquès) in which it was formerly used as a stage for public executions by the gallows method, the Jewish quarter in Carrer del Lluc and Carrer de l’Escoleta and the ‘Església parroquial de Santa Maria de Falset’, with a Gothic floor plan with Baroque and Neoclassical elements. There is also the ‘Palau dels Comtes d’Azara’ of Gothic origin with many elements of the XVIIIth century and the Municipal Theater l’Artesana, a playful and recreational association. GEOGRAPHY AND LANDSCAPE Falset, is characterized by its geography; the south-eastern half of the district is a large plain, while in the north-eastern half begin the foothills of the mountains that mark the complex orography of the septentrional half of the county. The plain ranges between 300 and 380m altitude and is where two ravines start and leave the municipality of Falset to the southeast. The most mountainous area forms the small valley of the ‘Barranc de les Sentius’, which spreadxs to the north of the region and creates the river Coriella at the height of Porrera. The large landscape of el Priorat, is defined by slate rocks (licorella), in which the organic matter is missing. We find that 37% of the surface of the Priorat is cultivated land. Only 6% of the crop is irrigated, leavintg the rest dry. Out of this dry land, four crops stand out: vineyard, olive tree, hazelnut tree and almond tree. The most widespread is the vineyard with more than 7000Ha. COMMUNICATIONS Several roads cross the town of Falset, being the main one the N-420 highway, which goes from Tarragona to Córdoba and directly connects the town with Reus and Tarragona, on the one hand, and Morà d’Ebra and Gandesa on the other. ECONOMIC ACTIVITY The economy in Falset is based on agriculture -especially with hazelnuts, vineyards, olive trees, almond trees and even with cherries-, on livestock -with chickens, pigs and especially
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rabbits-, and on industry and services. The most abundant companies are dedicated to the agri-food sector, but there is also textiles, graphic arts, carpentry and plastic production. The construction is also present in the region and in the municipality. COOPERATIVE WINERY The Cooperative winery building in Falset is one of the Cathedrals of Wine designed by the architect Cesar Martinell, disciple of Antoni Gaudi. The building, finished on 1919, is a jewel of Modernism, an exponent of the architectural heritage of rural Catalonia from those dates. The conception of this imposing building combines the beauty of the forms with the functionality for which it was built. The structure of the cellar is reminiscnent of a basilica, with a central nave and two lateral ones. The two towers that flank the main façade of the building are a kind of reflection of the front of Falset Castle, the main point of reference in the town and visible from this spot, elevated above a hill. CLIMATE The climate is Mediterranean with maritime influence. The marinade clearly reaches it, but the set of mountains and groves parallel to the coast makes it difficult for humid and temperate sea air to enter the municipality. This arrangement of the relief makes the winter nights quite cold. The average annual temperature is around 15ºC, in the lowest areas and close to the Móra basin, and 12ºC on the upper slopes of the Montsant mountains and Prades mountains. Winters are quite cold in the northern half of the county with monthly averages of January below 5ºC, and 7ºC in the rest of the county. Summers are hot, with average monthly temperatures in July between 22 and 24ºC in much of the region. Temperatures are cooler on the upper slopes. Rainfall is rather sparse, averaging between 500 and 700mm per year. Being more abundant to the northeast, in the mountains of Prades. The wettest season is autumn, and the driest is summer. Wind is hardly noticeable, being the highest wind speed average of 15km/h in winters, coming either from the south or the west. Due to the orography of the territory, there are infinity of microclimates created in each different wineyard plot, but always favoring the cultivation of the vineyard and the wine production -always bringing good results and high quality wines.
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1. FALSET MARÇÀ COOPERATIVE | 2. FALSET’S CASTLE | 3. LA QUARTERA’S SQUARE | 4. ARTESANA THEATRE | 5. PORTAL DEL BOU | 6. SANTA MARIA’S CHURCH | 7. COMTES D’AZARA’S PALACE | 8. ANTONI VILANOVA PUBLIC SCHOOL
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LOCATION The plot is located in the center of Falset, Priorat region. It is accessed via the t-710 road that goes from Falset to Gratallops, taking a detour of 2km on the left. OROGRAPHY The plot of Mas Siurana has an area of 24.9ha. This is divided into two halves by a sudden slop filled with pines. In the southern half of the land, the slope is gentle and constant and is where the main cultivation areas and the existing buildings are located. In the northwest half is where the steep slope of the state begins, there is denser vegetation with pines and tress and also a vineyard cultivation area on terraces. PRE-EXISTENCES In the Mas Siurana estate we find a complex of three original main buildings. In the vineyard located to the west of the farmhouses there is a warehouse that houses all the cultivation machinery. The main farmhouse is the easternmost, square and compact. The auxiliary farmhouse, located to the west, has a variable geometry in plan and height. The tenant farmer’s house is the smallest of the three and is located between the two main buildings, delimiting the free space between them. From the main farmhouse, you can recognize several paths that connect all the different parts of the estate. VEGETATION Approximately 35% of the surface is dedicated to active rainfed crops. The main one is the cultivation of the vineyard but we also find a strong presence of olive trees. In the background there are some areas with almond trees as well. The area between the southern access and the farmhouses is a plantation of fruit trees. To the north of the plot, there is a large wooded area formed mainly by pines.
MAS SIURANA Mas del Siurana is a complex of three representative buildings from the end of the XIXth century, that meet the characteristics of the architecture of the time and is cataloged like cultural good of local interest (Bé Cultural d’Interès Local - BCIL). The high social position of the former owner, Enric Ciurana, led him to order the construction of the main farmhouse and the extension with an auxiliary farmhouse after making a fortune in Cuba. Ciurana’s design had as reference the model buildings which at the beginnings of the XXth century were being demolished to open the ‘Gran Via A’ or ‘Via Laietana de Barcelona’. He used his own design and had Montjuïc stone brought for construction, on uninterrupted car journeys. Eventually, the work was left unfinished, leaving the entire southern block where the library and music room should have been built. The main farmhouse housed the owners of the estate. It is a very compact building with a squared floor plan of approximately 16x16m dimensions. It consists of structural stone walls between 40 to 60cm thick and timber beams and ceramic tiles vaults slab. This house has a height of three levels: ground floor, first floor and basement. Two towers break the squared volume; the central tower is the one that contains the main staircase. The other tower, which has four levels and 13m height, is attached to one side of the east façade. This construction has completely different north and south facades. The north facade, located facing the slope and the fields, follows the pattern of the typical Catalan farmhouse, with a marked symmetry and small openings. The south-facing façade, on the other hand, has the desire to receive visitors and is solved with a neogothic style and many decorative elements such as carved stone busts. A unique porch with pointed arches on the ground floor welcomes the visitors. Between the north and south façade there is a change of level of 1.7m. The facades made of exposed stone with
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minimal grouting. The roofs are sloped and finished with Arabic tiles. The auxiliary farmhouse had functions related to agriculture and livestock. The construction is characterized by being a totally fragmented volume, which solves a difference of 3m with a semi-underground floor. One fact to keep in mind is the variation of free height dimensions between slabs of the different volumes, generating level differences within the same path. The structure of the farmhouse is based on structural stone walls between 40 and 60 cm as well as some brick walls and pilasters. The semi-underground floor supports the upper floors by a row of badly damaged ridge vaults. The slabs are based on double ceramic tiles on timber beams, in very poor condition. The connection between beams and walls is resolved with embedding. The building consists of a north-facing central courtyard, which gives access to the crop fields, crowned by an almost squared tower of 4.3x4.9m dimensions, and a height of 11.5 m. All the façades of this auxiliary farmhouse are made of exposed stone with a minimum of grout. The roofs are sloped and finished with Arabic tile aswell. The third and smallest building is the farmhouse that housed the farmers. It is located between the two main buildings generating an intermediate controlled space where an olive tree is planted. The house is a compact two-storey building with a south-facing front porch and a gabled roof of Arabic tiles. It has a rectangular floor plan of 5x8.5m dimensions and a 6m height. The structure is also structural stone walls with timber beams and ceramic tile vault slabs. The facades are plastered with lime mortar. NOTES The people in charge of this farmhouse are the descendants of Enric Ciurana, who would like to be able to finish the work and dedicate it to some section of the Regional Museum.
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1. T-710 ROAD | 2. N-420 HIGHWAY | 3. FALSET VILLAGE | 4. FALSET’S CHURCH | 5. NATURAL RESERVE OF LLABERIA | 6. MAS SIURANA | 7. MAS SIURANA’S FRUIT TREES | 8. MAS SIURANA’S VINEYARDS
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1. MAS SIURANA SOUTH FACADE | 2. NORTH VINEYARDS | 3. ACTUAL STATE CELLAR LOCATION | 4. MAS SIURANA SOUTH FACADE | 5. MAS SIURANA NORTH FACADE
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Since it was discovered that grapes could turn into wine, there have been special buildings in each era for wine production. Being considered the Ancient Greeks the founders of viniculture in the Mediterranean, it was the Romans who fostered extensive expansion of vineyards in their empire, and erected purpose-built, free-standing buildings for viniculture. They started designing wine villas characterized by being underground with the wine storage facing north. Afterwards, there started being many different types and styles of wineries and the evolution started.
The evolution of contemporary wine architecture has always been subject to varying influences in each country and region, not leaving the economic conditions which have certainly played a major role too. The transformation of wineries has now extended far beyond the limits of the profession; architecture has become increasingly significant to winemaking.
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There started being wine cellars in castles and monasteries, ecclesiastic wineries with poetic names, then it appeared the château with a Neoclassical style. During the transition from Renaissance to the Baroque era, private residences started having majestic wine cellars. From the XVIth century on, rural architecture began increasingly to come under the staw of Classicism, specially Palladianism. Meanwhile, limestone rustic and contemporary wine cellars where being built in other wine-producing regions; grand mansions in a rustic version of the Baroque, Neoclassical or Empire styles. In the XIXth century, a new chapter in the architecture of wine began; in the wake of the Industrial Revolution, large-scale wine architecture occured. It was lastly in the XXth century, when the pioneers of the architecture of wine arrived with new design solutions.
Final Thesis Project | Júlia Boix Gonzalez
The world of wine is currently undergoing a profound transformation. The spread of new oenological techniques, the globalization of viniculture and of the international wine market, and the division of this market into luxury and mass-market segments, are just some of the examples of the significant change in this sector. In addition, a number of newly built, architecturally innovative production facilities are receiving more and more attention, and not only in the world of wine. It has now arised the new ‘wine architecture’, in which the architects interpret the way of wine production and convert it into a wine experience being an accessible, inviting, authentic and creative manner.
WINERY AND HOTEL SIURANA| September 2020
TRANSFORMATION OF WINERIES
1. MEDIEVAL LIMESTONE CELLAR CHAMPAGNE BOIZEL, EPERNAY
| 2. XIIIth CENTURY CELLAR | 3. BARROQUE STYLE WINERY | 4. RENAISSANCE REVIVAL SYLE WINERY | 5. XIXth CENTURY CELLAR EBERBACH ABBEY, ELTVILLE
SCHLOSS JOHANNISBERG
CHÂTEAU PICHON LONGUEVILLE, PAUILLAC
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Winemaking or vinification is the production of wine, starting with the selection of the fruit, its fermentation into alcohol, and the bottling of the finished liquid. While it is true that each winery produces wine in its own way, some processes concide: HARVESTING The first step in wine production is picking the grapes clusters from the grapevines, when the ideal ripening point is reached, mechanically or by hand - which is called harvesting. The grapes collected need to be the ones in better conditions and with best quality, as it will determine the quality of the wine afterwards. The grapes picked are transported by boxes that do not exceed the 25kg to the winery in the least agressive way possible so that the clusters don’t get damaged. Harvesting takes place between the beginning of September and mid October. COLLECTION AND SELECTION Once the grapes arrives to the winery, first it is analised to know about its conditions and the levels of acidity and sugar, and afterwards the grapes are poured in the reception tray, where the destemming process begins. DESTEMMING Destemming is the process of separating stems from the grapes. Depending on the winemaking procedure, this process may be undertaken before crushing with the purpose of lowering the development of tannins and vegetal flavors in the resulting wine.
HARVESTING GRAPEVINES
GRAPE PREPARATION
DESTEEMER AND CRUSHER
CRUSHING After separating stems from the grapes, it is time to squeeze the berries and break the skins to start to liberate the juice that contain the berries. The grapes pass between two rollers which squeeze the grapes enough to separate the skina dn pulp, but not so much as to cause excessive shearing or tearing of the skin tissues. In some cases, the grapes are left uncrushed. PRESSING Once these grapes are squeezed, it is time to extract the whole juice using a crushing machine, a press. White grapes are normally pressed before fermenting, by pressing, the stems exit at the end, while juice, skins and seeds exit the bottom. The lower the pressure of the pressing is, the better quality the wine will achieve. Red grapes are normally pressed after the primary fermentation. - This process can sometimes not be necessary. PRIMARY FERMENTATION - ALCOHOLIC Alcoholic fermentation is a complex biochemical process during which yeasts convert sugars to ethanol, taken place in oak or stainless steel vessel tanks. Yeast is normally already present on the grapes, visible as a powdery appearance of the grapes, but cultured yeast is often added to the must. During this primary fermentation, the yeast cells feed on the sugars in the must and multiply, producing CO2 gas, alcohol and heat. The temperature during the fermentation affects both the taste of the product, as well as the speed of the fermentation. For this fermentation, tanks which can regulate the temperature are used - high temperature
ALCOHOLIC FERMENTATION
STAINLESS STEEL / OAK TANKS
MALOLACTIC FERMENTATION OAK BARRELS
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BOTTLING AND LABELLING BOTTLES
means long lasting wines, while low temperatures means more fruity taste and aromas. For red wines, the temperature is typically 22 to 25ºC, and for white wines 15-18ºC. SECONDARY FERMENTATION - MALOLACTIC Once the primary fermentation is done, and in some cases the wine is filtered to achieve a clear and neat wine, is time for the malolactic fermentation. Specific strains of bacteria, lactobacter, convert malic acid into the milder lactic acid and carbon dioxide. This process usually takes place in oak barrels; oxygen enters through the wood pores and improves the result of the wine: more gentle and less sour taste. This process can also be called ageing in barrels. For some wines, ageing can also be done in the bottle, which by placing the bottle horizontally for months, and due to the contact of the liquid and the cork cap, no oxygen can enter to the bottle and the wine gets certain tastes and aromas that improve the result. Depending on the type of wine, the ageing will last longer or shorter: -Crianza: 6 months in barrel + 18 in bottle. -Reserva: 12 months in barrel + 24 in bottle. -Gran reserva: 24 months in barrel + 36 in bottle. BOTTLING AND LABELLING After the ageing process, the wine just needs to be bottled and labelled to be out for expedition. This process takes place in a mechanical way. The wine bottles are sealed with cork caps and a top capsule for a tight seal. The regular bottles are 75cl.
BOTTLING AGING
WINE EXPEDITION
!"#$%'#/%+0$%+$**"+)*1 D.O. MONTSANT
From Escaldei to the Sindicat de Falset’s Winery, the history of the Priorat is linked to wine production. Since the XIIth century, the agricultural terraces of the Priorat have been populated by the vineyard that is still today the main economic asset of the region. The territory of Falset is represented by the two Designations of Origin (DO) that holds the ancient land of the Carthusians: the Priorat Qualified Designation of Origin (DOQ Priorat) and the Montsant Designation of Origin DO Montsant), both of recognized prestige within our borders. As for the territory of the project, it is limited by the two denominations of origin; the northern half of the plot with DOQ Priorat and the southern half with DO Montsant. The project is located in this lattest area. TERRITORY The territory is marked and healed by the cultivation of wine. From the Serra de les Obagues in the north to the Serra de LLaberia in the south, the grape crops spread throughout the Falset Valley, in the same way as it does inside the sectors with a Designation of Origin. The territory that makes up the DO Montsant is delimited by a semicircle of mountains that seen on a map, looks like a ring shape. This ring, contains inside the territory that makes up the DOQ Priorat. To the north, the complex is formed by the Montsant and LLena mountain ranges, which connect it with the leafy Muntanyes de Prades. To the east, the boundaries are marked by the pre-coastal mountain range of Argentera, Colldejou and Llaberia, which announce the near presence of the sea; on the opposite side of the west, we find the mountains of La Figuera and El Tormo. To the south, the territory becomes more open towards the river Ebre, where the rivers Siurana and Montsant flow to, which together with the Capçanes stream are the watercourses that irrigate our territory. The orography of the DO Montsant is varied, rugged and
steep in general, although it becomes smooth in some areas, especially to the south, where the site selected to build the new winery and hotel of Mas Siurana is located. It should also be noted that the Priorat has a very rare type of soil in the Iberian Peninsula. It is a type of slate from the Carboniferous period that occupies a large part of the center of the region and is called slate rock (licorella). This, despite its hard appearance, is a fragile stone, formed by several sheets that fall apart with relative ease. Despite this apparent fragility, it takes an enormous effort for the roots of the vines to make their way through this soil and find the water and food that they need to be able to offer a quality fruit. Due to its mineral content, the slate rocks create a fascinating visual effect when bathed in the sun; when the sun reaches these rocks, light and brightness characterize the mountains. For all this, the DO Montsant, along with other institutions, has promoted the Candidacy Priorat-Montsant-Siurana, Mediterranean mosaic, which has already been delivered to UNESCO for this institution to decide to inscribe the landscape of the region in the list of Heritage UNESCO World Cup. The aim of the candidacy is to recognize internationally the value of an agricultural model that has managed to harmonize the Mediterranean agricultural tradition still alive with innovation and creativity with a vision for the future. DO MONTSANT WINE The Montsant Designation of Origin has most of its production area in the Priorat region. It was born in 2001, made up of the municipalities and wineries that formed the Falset subzone of the Tarragona Designation of Origin. The DO Montsant has experienced a spectacular growth since then, currently the area of planted vineyards is about 2000ha and the production of grapes is around 7-9Mkg. The DO Montsant area is located between 200 and 700m of altitude and made up by currently 55 wineries in within 16 municipalities located mainly in the Priorat region and some of them in the Ribera d’Ebre: Cabacés, Capçanes, Cornudella
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de Montsant, Darmós, Els Guiamets, El Masroig, El Molar, Falset, La Bisbal de Falset, La Figuera, La Serra d’Almos, La Torre de Fontaubella, Marçà, Margalef, Pradell de la Teixeta y Ulldemolins. The Montsant wine tasting evokes the fragrances of its landscapes. The vineyards are, for the most part, old vines of black and white Garnatxa, Carinyena and Macabeo, although there are also more modern plantations with tempranillo, Cabernet Sauvignon, Merlot and Syrah, among others, which have adapted well to the whole territory. Red wines are the most common in the DO Montsant, although many types of wine are made in the wineries of the designation. Some of the authorized and recommended varieties of DO Montsant are: -White: Garnatxa blanca, Macabeu, Moscatell de gra petit, Pansal, Chardonnay -Red: Garnatxa negra, Garnatxa peluda, Samsó (Carinyena), Cabernet sauvignon, Merlot, Monastrell, Picapoll negre, Syrah, Ull de llebre. CLIMATE AND WINE It is very important to take into account the climate of the wine-growing areas, as the different climatological variables are involved in the development of the vine, in the genetic expression of the grapes and consequently in the character of the out coming wine. Of the four main climatological variables that define the climate of a region, three are unalterable by man -temperature, relative humidity, and solar radiation- while rainfall is the only variable that man can modify. In areas of low rainfall, the grower can provide water through irrigation, and thus have vegetative and quality control of the grapes. But in areas where the rain exceeds the needs of the plant, the producer does not have the capacity to remove excess water, so it becomes a limiting factor for the quality of grapes and wine. Thus, the climate of the Priorat, due to its characteristics, is favorable at the time of wine cultivation.
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Final Thesis Project | JĂşlia Boix Gonzalez
The project brief asked for the design of a winery in a plot situated on the outskirts of the town A winery opposed to a hotel with the objective of making the public feel comfortable, with the of Falset, about 2km from the town center. On an existing plot of about 24.9ha where there is maximum calm and silence possible, always overcoming the needs of the visitors. already a farmhouse built. This plot also has a number of existing vineyards and several fruit trees as well as part of a pine forest. As for the topography, in the northern half it is steep and Thus, in regard to the program, several rooms are requested depending on the use. The industrial part needs: a reception and selection room for the grapes to be sorted, an earthware sloped, while in the southern half the slope moderates. jar store, a barrel store, a barrel cleaning and reparation room, a bottling and labelling plant, The brief of the project asked for the design of not a conventional winery but a winery which an oenologist lab to check the conditions of the wine, an expedition storage for the finished incorporates a small boutique hotel; a building which must fullfill the functions of an in- bottle wines, machinery and regular storage rooms and cabinets, changing rooms and toilets dustrial winery and must as well allow guests and visitors to spend the night. The virtues for the workers and a vertical communications core. For the cellar and hotel is asked a recepof a hotel must coexist with the needs of a winery which produces about few thousands of tion area with a waiting room, a winetasting room, an area with a winebar and shop, 8 douwine bottles per year. An industrial building, which requires a solid construction with spe- ble rooms which include a sleeping area, living area, bathroom and small terrace, toilets for cial conditions, needs and integrating specific machinery while respecting wine and nature. the winery guests and visitors and vertical and horizonal communications. areas and terraces.
WINERY AND HOTEL SIURANA| September 2020
BRIEF AND PROGRAM
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The project is designed with the main objective of integrating the industrial world of wineries and the human world of cellar and hotels, always taking into account the respect for wine and nature. The building has a series of volumes with a correct interior distribution, managing to respond in the best possible way to the needs of the three so different uses that compose it. The materials used, help to understand the different volumes of each world. VOLUMES AND DISTRIBUTION The project, although perceived as a one single big volume, consists of 4 different smaller ones; three on the Ground Floor and one on the Semi-underground Floor. These are distinguished according to the activities and uses that take place inside. The three volumes located in the Ground Floor, are distributed in a way that separation terraces are created between them and that respond as well to the requirement of the program. Between the three volumes, a central porch is formed that serves as the main welcome entrance and where all the different accesses appear. Each of the volumes has its own main roof -a non-transitable gravel roof- as well a secondary roof, made of wood, which allows natural ventilation and light into several rooms of the building. This secondary roof is supported by three different reinforeced concrete communications cores; each volume has its own, going from the semi-underground floor all the way up to the secondary roof. In each core, is each core is where the vertical communications -such as stairs and elevators-, wet rooms and installation facilities are hidden. As for the Ground Floor, a large concrete, solid and opaque volume can be recognized. This volume in where the wine production area or industrial cellar is located. The inside organisation of spaces favors the winemaking process; a distribution corridor in the north facade gives
access to the different rooms, the main space is located in the center, with a double height room. On the Gound Floor there are also two smaller, light and wooden volumes, which receive the cellar visitors and the hotel guests. These volumes open to two exterior terraces that, facing south, enjoy the views of the vineyards and the farmhouse of the same plot, as well as the views towards Falset. In the lower floor, in contact with the ground, is where the part of the cellar and production with the need for more specific and constant thermal conditions is located. Following the distribution model design of the upper level, this semi-underground floor counts with the double height space in the center and the distribution corridor in the northern area. In the southern strip area of this floor -1, the hotel space is located; opened onto the landscape and the views, and receiving also natural light. This strip counts as well with a corridor that allows access to the rooms and at the same time serves as a dividing limit between the industrial winery part and the hotel.
in the left part of the volume, giving acces to the grapes to the reception and selection area, where the wine process starts. In the Ground-floor there is found as well the upper floor of the double space earth ware jar store, from where the grapes are poured into the tanks and the expedition storage, where the finished bottles are kept ready to be sent away.
WINERY - INDUSTRIAL The industrial winery area, as mentioned, is a solid construction of reinforce concrete in which the main and large volume is located in the floor -1, buried underground, taking advantage of the natural terrain. It has been designed in a way that visually shows within the whole building, where the industry is located and the wine is elaborated. The main structural material is reinforced concrete, while the partitions and carpentries are made of wood.
CELLAR AND HOTEL The human scale area has the main access through the entrance welcome porch as well, the main idea is that from one entrance point, the interior routes of the cellar and hotel can be achieved; once in the reception located in the southest volume of the ground-floor, there is the possiblity to arrive to three different spaces. The first one, to the waiting hall and winetasting room area ,opened to a large terrace with a pergola, facing south, with views to Falset and the vineyards of Mas Siurana. The second one, to the winebar and shop - which have a terrace as well facing south. There is access as well to the lower floor, where the hotel bedroom corridor gives access to the 8 bedrooms; each one with its own bathroom, living area and small terrace. The hotel corridor serves as well as the separation area between bedrooms and industral winery, being opened to the interior patio and having punctual openings for guests to see the wine process while going to their bedrooms.
The distribution of the industrial area, has mainly been organized following the grapes and wine route as for the wine elaboration process. In the ground floor, there are 2 main entrances, one for the wine and one for the workers and visitors of the winery; a wood door located in the central porche of the ground floor opens to and industrial corridor, which gives access to the industrialâ&#x20AC;&#x2122;s communications core. Meanwhile, a large industrial wooden door is placed
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The level below, designed by the same expedition strategy is filled with the lower level of the earth ware jar store, the barrel storage, the bottling and labelling plant, an area for cleaning and repearing barrels, and the oenologist laboratory, which makes sure the wine has the right quality to be bottled. All these areas, except the earthware jar store, which needs ventilation, and the oenologist lab, which needs natural light and ventilation aswell, have no facades in contact with the exterior, so that the thermal conditions are always constant; the other two rooms, give to an interior patio which separates the industrial part with the hotel corridor.
GRAPES ACCESS WORKERS ACCESS
WOOD ROOF FLOOR WOOD SLAB t=92cm +5.42m
W03
MAIN ACCESS
INT-EXT OPENED SPACE
M03 WOOD BEAM 25X80CM M02
VIEWS
CELLAR
M04
M04
W05
WOOD BEAMS 15X45CM
M04 M01
R04
M03
C01
M02 CONSTANT Tยบ
R05
R05
INDUSTRIAL
M03
INDUSTRIAL
W04
W04
R03
N
NATURAL VENTILATION NATURAL LIGHT
HOTEL
INTERIOR CROSSED VIEWS
MAS SIURANA ACCESS
W
M01 M03
VIEWS
M02 S
The building is located in the turning point of the plot; on the north side, the pine forest with a remarkable slope is located, while to the south the slope is more moderated and where the grape vines are cultivated. To the south, there are views to Falset and to the farmhouse Mas Siurana with its vineyards and fruit trees plantations. Due to the orography, landscape and actual paths, three of the existing ways are maintained. The first one, at the right side of the plot, there is an existing mountain road which allows the access by car to the Winery and Hotel Siurana. Through the same access by taking the first deviation to the left, there is the existing farmhouse Mas Siurana. And last, connecting the Mas Siurana and the Winery and Hotel Siurana, there is an existing path, which crosses the grapevines from which the guests and visitors can see the plantations and in which the transportation of the grapes is done.
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB t=30cm Volumes -0.05m connected with terraces
Two different levels, with completely separated uses. and a porche; that allow the building to take advantage of natural ventilation and natural light. The building has 3 main accesses, according to each volume; one for the grapes, one for the hotel and cellar guests and one for the visitors and winery workers. The internal distribution of the program is done taking into account the needs of the wine and the guests, around trhee different communication cores. Taking advantage of the constant temperature of the ground, the views and the direction of the solar radiation, the different areas have been placed. The wine industry is located in the north part, distributed in R04 the ground floor and the level underground depending on the wine process requirements. The cellar R03 is located in the ground floor and giving south, taking advantage of the views and the solar radiation. The hotel, more private part is locatedC03 in the floor -1, opening through the views and natural light.
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W03
W04
W04
M03
HOTEL
W03
R05
REINF. CONCRETE WALL T= 25CM UNDERGROUND
W01
W02
M01
WOOD PERGOLA WOOD SLAB t=45cm +3.60m
ROOF FLOOR REINF. CONCRETE SLAB t=30cm +3.45m
REINF. METALLIC CONCRETE PILAR WALL T=25CM8CM
W04
WOOD BEAM 25X80CM
W03
W04
M04
W05
W05
CLT BOARD T= 12CM
WOOD BEAMS 15X45CM
WOOD JOIST 15X25CM
W04
METALLIC PILAR 8CM
REINF. CONCRETE WALL T= 25CM
INDUSTRIAL
INDUSTRIAL
CROSSED VIEWS
WOOD PERGOLA WOOD SLAB t=45cm +3.60m
NATURAL VENTILATION
CELLAR
WOODS VINEYARD
W01
GUEST AND VISITORS ACCESS
W02
W03
W04
W05
CLT BOARD T= 12CM
GRAPES ACCESS
WOOD JOIST 15X25CM
LIGHT SLOPE
VALLEY
STEEP SLOPE
MOUNTAIN
WOOD ROOF FLOOR WOOD SLAB t=92cm +5.42m
M01 M03 M02
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB t=30cm
WINE ROUTE: -0.05m Grape Reception and Selectiron - Desteeming and Pressing - Earthware Jar Store Tank - Barrel Store - Bottling Plant - Hydraulic Platform - Expedition Storage - Bottles Exit WINERY VISITORS: Entrance Welcome Porch - Reception - Hall - Grape Reception and Selection - Earthware Jar Store - Industrial Staircase - Earthware Jar Store - Industrial Corridor - Barrel Store - Bottling Plant - Emergency Staircase - Entrance Welcome Porch - Winetasting Room R04 HOTEL GUESTS: Entrance Welcome Porch - Reception - Hotel Staircase - Hotel Corridor - Bedroom R03
BAR GUESTS: C03 Entrance Welcome Porch - Reception - Wine Bar - Cellar Shop
REINF. CONCRETE WALL T=25CM
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355
340
345
350
365
370
375
380
385
390
B
C
D
E
F
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360
B
C
D
E
S-5
S-4
S-3
S-2
S-1
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INDUSTRIAL CORRIDOR S=37,05m2
INDUSTRIAL MACHINERY ROOM
STORAGE
HIDRAULIC PLATFORM
S=3,70m2
S=67,10m2
WATER PUMP'S ROOM
RAINWATER TANK'S MACHINERY ROOM
S=2,95m2
S=2,15m2
09
08
FFL -3.80m SSL -3.90m
TOILET
BOILER'S ROOM
RAINWATER TANK
S=3,15m2
S=12,35m2
S=5,55m2
HOT WATER STORAGE GIACOMINI BCI (Ø950mm, 1775mm)
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
12
13
14
15
16
17
18
19
20
21
22
INDUSTRIAL STAIRCASE S=15,05m2
BARREL CLEANING AND REPARATION
BARREL STORE S=146,90m2
S=49,10m2
BIOMASS STORAGE
11
07
10
06
05
04
03
02
01
00
S=11,40m2
23 STAIRS 28x16.9cm
S-10
RAINWATER TANK IN SITU 15.000L
2
FFL -3.80m SSL -3.90m
EMERGENCY STAIRCASE S=12,40m2
01
21
02
20
03
19
04
18
05 06
17 16 15
OENOLOGIST LAB
EARTHWARE JAR STORE
S=62,70m2
S=266m2
00
22
07 08
14
09
13
10
12
11
S-9
BOTTLING PLANT S=63,90m2
23 STAIRS 28x16.9cm
3
LAUNDRY ROOM
DRYER
WASHER
S=12,40m2
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
361
4
S-8
20
19
18
17
16
15
14
13
12
11
10
09
05
04
08
06
07
S=17,70m2
03
HOTEL STAIRCASE 02
S=2,80m2
S=2,80m2
21 STAIRS 28X16.6CM
FFL -3.40m SSL -3.50m
01
LIFT
00
INTERIOR COURTYARD
HOTEL CORRIDOR S=119,15m2
5 R101
R102
R103
R104
R105
R106
R107
R108
ADAPTED BEDROOM
TYPE BEDROOM
TYPE BEDROOM
TYPE BEDROOM
TYPE BEDROOM
TYPE BEDROOM
TYPE BEDROOM
TYPE BEDROOM
S=33,10m2
S=33,80m2
S=33,80m2
S=33,80m2
S=33,80m2
S=33,80m2
S=33,80m2
S=33,80m2
ADAPTED BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
TYPE BEDROOM TERRACE
S=6,20m2
S=5,85m2
S=5,85m2
S=5,85m2
S=5,85m2
S=5,85m2
S=5,85m2
S=5,85m2
360
S-7
S-6
6
359
INDUSTRIAL -OENOLOGIST LAB -INDUSTRIAL MACHINERY ROOM -EARTHWARE JAR STORE -INDUSTRIAL CORRIDOR -BARREL CLEANING AND REPARATION -BOTTLING PLANT -BARREL STORE -TOILET -STORAGE -BOILER’S ROOM -WATER PUMP’S ROOM
62,70m2 67,10m2 266,00m2 37,05m2 49,10m2 63,90m2 146,90m2 3,15m2 3,70m2 12,35m2 2,95m2
-RAINWATER TANK’S MACHINERY ROOM -RAINWATER TANK HOTEL -HOTEL CORRIDOR -ADAPTED BEDROOM -ADAPTED TERRACE -TYPE BEDROOM (x7) -TYPE BEDROOM TERRACE (x7) -LAUNDRY ROOM
2,15m2 5,55m2 119,15m2 33,10m2 6,20m2 33,80m2 5,85m2 12,40m2
COMMUNICATIONS -HIDRAULIC PLATFORM
-INDUSTRIAL STAIRCASE -EMERGENCY STAIRCASE -HOTEL STAIRCASE -LIFT
15,50m2 12,40m2 17,70m2 2,80m2
EXTERIOR -INTERIOR COURTYARD TOTAL NET SURFACE -1: TOTAL GROSS SURFACE -1:
2,80m2 1.233,60m2 1.416,70m2
11,40m2
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B
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D
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S-5
S-4
S-3
S-2
S-1
365
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364
1
INDUSTRIAL CORRIDOR
STORAGE
SHAFT
HIDRAULIC PLATFORM
S=3,70m2
S=68,80m2
ELECTRICITY ROOM
S=2,90m2
S=2,50m2
CGP
RECEPTION AND SELECTION
09
08
11
07
10
06
05
04
03
02
01
S=11,40m2
MACHINERY ROOM
FFL +0.10m SSL ±0.00m
S=10,30m2
ENTRANCE TERRACE S=109,85m2
CHANGING ROOMS 12
13
14
15
16
17
18
20
21
22
S=10,60m2
19
23
INDUSTRIAL STAIRCASE S=15,05m2
AFS
S=39,85m2
S-10
363 23 STAIRS 28x16.9cm
2
FFL +0.10m SSL ±0.00m
EMERGENCY STAIRCASE S=12,40m2
EXPEDITION STORAGE S=66,10m2
01
22
02
21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
362
S-9
EARTHWARE JAR STORE
WINE SHOP
S=149,50m2
S=54,15m2
23 STAIRS 28x16.9cm
3
ADAPTED TOILET S=4,80m2
TOILET
FFL +0.11m SSL -0.05m
S=2,95m2
ENTRANCE PORCHE
TOILET
S=68,65m2
WINEBAR
S=2,95m2
S=82,35m2
361
4 FFL +0.10m SSL ±0.00m
LIFT S=2,80m2
20
19
18
17
16
15
14
09
12
13
11
07
08
06
10
05
04
02
01
03
HOTEL STAIRCASE S=38,60m2
S-8
RECEPTION
SHOP ENTRANCE
S=21,70m2
S=5,90m2
SHOP STORAGE S=3,10m2 5
FFL +0.11m SSL -0.05m
EVENTS TERRACE
WINETASTING ROOM
HALL
S=79,85m2
S=42,95m2
S=168,45m2
FFL +0.11m SSL -0.05m
BAR TERRACE
360
S-7
S=92,95m2
S-6
6
359
INDUSTRIAL -RECEPTION AND SELECTION -EXPEDITION STORAGE -EARTHWARE JAR STORE -INDUSTRIAL CORRIDOR -CHANGING ROOMS -STORAGE -ELECTRICITY ROOM -MACHINERY ROOM CELLAR -WINE SHOP -WINEBAR
68,80m2 66,10m2 149,50m2 39,85m2 10,60m2 3,70m2 2,50m2 10,30m2 54,15m2 82,35m2
-ADAPTED TOILET -TOILET (x2) -SHOP ENTRANCE -SHOP STORAGE -RECEPTION -HALL -WINETASTING ROOM
4,80m2 2,95m2 5,90m2 3,10m2 21,70m2 42,95m2 79,85m2
COMMUNICATION -HIDRAULIC PLATFORM -INDUSTRIAL STAIRCASE -EMERGENCY STAIRCASE -HOTEL STAIRCASE
11,40m2 15,50m2 12,40m2 38,60m2
-LIFT
2,80m2
EXTERIOR -ENTRANCE TERRACE -ENTRANCE PORCHE -BAR TERRACE
109,85m2 68,65m2 92,95m2
-EVENTS TERRACE
168,45m2
TOTAL NET SURFACE GF: TOTAL GROSS SURFACE GF:
1.172,65m2 1.416,70m2
!"#$%$
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358
E
F
G
H
S-5
D
S-4
C
S-3
B
S-2
S-1
A
I
1 FFL +3.60m SSL +3.45m
INDUSTRIAL ROOF
09
08
11
07
10
06
05
04
03
02
01
S=266,70m2
12
13
14
15
16
17
18
20
21
22
19
23
PRIMARY AIR HANDLING UNIT TKM 22
INSTALLATIONS MACHINERY
S-10 CHILLER AIRCON 1CHL-0160 (2,27 x 2,12 x 1,32m)
S=22,05m2
2 FFL +3.60m SSL +3.45m
BAR ROOF 01
22
02
21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
S=153,20m2
S-9
3
INSTALLATIONS MACHINERY
PRIMARY AIR HANDLING UNIT TKM 65
S=22,05m2
4
19
18
17
14
13
16
15
12
11
10
09
05
08
04
07
06
03
02
01
S-8
5 FFL +3.60m SSL +3.45m
WINETASTING ROOF S=141,00m2 S-7
S-6
6
PRIMARY ROOF -BAR ROOF -WINETASTING ROOF
153,20m2 141,00m2
-INDUSTRIAL ROOF
266,70m2
TOTAL NET SURFACE R1: TOTAL GROSS SURFACE R1:
560,90m2 940,00m2
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E
F
G
H
S-5
D
S-4
C
S-3
B
S-2
S-1
A
I
1 FFL +3.60m SSL +3.45m
SECONDARY ROOF S=585,10m2
S-10
2 FFL +3.60m SSL +3.45m
S-9
3
4
S-8
5
FFL +3.60m SSL +3.45m S-7
S-6
6
SECONDARY ROOF -SECONDARY ROOF
585,10m2
TOTAL NET SURFACE R2: TOTAL GROSS SURFACE R2:
585,10m2 585,10m2
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!"#$$%
!"#$%&'( !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&'&#()*(+,(-&././
6
5
4
6
5
4
3
2
3
2
1
FFL +3.45m
EXPEDITION STORAGE S=66,10m2
RECEPTION AND SELECTION
1
S=68,80m2
EVENTS TERRACE
S=168,45m2
+3.45m FFL +0.10m
S=66,10m2
S=68,80m2 S=67,10m2
OENOLOGISTLAB
S=119,15m2
S=33,10m2
INDUSTRIAL RECEPTIONMACHINERY AND ROOM SELECTION
EXPEDITION STORAGE
HOTEL CORRIDOR
ADAPTED BEDROOM
S=62,70m2
EVENTS TERRACE
S=168,45m2 FFL -3.40m
FFL +0.10m FFL -3.80m
INDUSTRIAL MACHINERY ROOM
HOTEL CORRIDOR
ADAPTED BEDROOM S=33,10m2
S=67,10m2
OENOLOGISTLAB
S=119,15m2
S=62,70m2
FFL -3.40m FFL -3.80m
SECTION 1
6
5
4
3
2
1
INDUSTRIAL STAIRCASE S=15,05m2
5
4
S=149,50m2
3
2
23 STAIRS S=15,05m2 28x16.9cm
EARTHWARE JAR STORE EARTHWARE S=149,50m2 JAR STORE
S=39,85m2
S=3,70m2 S=3,70m2
HOTEL CORRIDOR
S=266m2
S=119,15m2
INTERIOR COURTYARD
EVENTS TERRACE
23 STAIRS 28x16.9cm
S=2,80m2
S=168,45m2 FFL -3.40m
FFL +0.10m +3.45m
STORAGE STORAGE
S=33,80m2
INDUSTRIAL CORRIDOR
INDUSTRIAL STAIRCASE
EVENTS TERRACE
S=168,45m2
TYPE BEDROOM
FFL +3.45m
S=3,70m2
6
STORAGE
EARTHWARE JAR STORE
INDUSTRIAL INDUSTRIAL CORRIDOR CORRIDOR S=39,85m2 S=37,05m2
FFL +0.10m
HOTEL CORRIDOR
S=3,70m2
S=33,80m2
STORAGE
FFL -3.80m
TYPE BEDROOM
EARTHWARE JAR STORE S=266m2
S=119,15m2
INTERIOR COURTYARD S=2,80m2
FFL -3.40m
11
09
07
08
10
06
03 20
05
02 21
04
01 22
23
13
12
15
14
18
19
17 16
CGP
AFS
S-2
FFL -3.80m
S-1
01 02
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
20
06
07
08
19
05
04
16
15
18
17
03
02
01
11
09 10
14
03 04
12 13
SECTION 2
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INDUSTRIAL CORRIDOR S=37,05m2
1
6
5
3
4
2
HOTEL STAIRCASE
INSTALLATIONS MACHINERY
S=38,60m2
FFL +3.45m
1
S=22,05m2
2
MACHINERY ROOM S=10,30m2
HOTEL STAIRCASE FFL +0.10m FFL +3.45m
S=39,85m2
1
S=22,05m2
EARTHWARE JAR STORE EARTHWARE S=149,50m2 JAR STORE
HOTEL CORRIDOR
RAINWATER TANK S=5,55m2
MACHINERY ROOM
S=266m2
S=119,15m2
S=33,80m2
INDUSTRIAL CORRIDOR
INSTALLATIONS MACHINERY
S=38,60m2
TYPE WINETASTING ROOM BEDROOM S=79,85m2
S=2,50m2
3
4
S=10,30m2
INDUSTRIAL INDUSTRIAL CORRIDOR CORRIDOR
INDUSTRIAL CORRIDOR
S=2,50m2 S=2,15m2
5
S=79,85m2
ELECTRICITY RAINWATER TANK'S ROOM MACHINERY ROOM
WINETASTING ROOM
RAINWATER TANK'S MACHINERY ROOM
6
S=149,50m2
ELECTRICITY ROOM
EARTHWARE JAR STORE
S=37,05m2 S=39,85m2
FFL -3.40m FFL +0.10m FFL -3.80m
EARTHWARE JAR STORE
HOTEL CORRIDOR
RAINWATER TANK S=5,55m2
S=266m2
S=2,15m2
TYPE BEDROOM
S=119,15m2
S=33,80m2
S=37,05m2
FFL -3.40m FFL -3.80m
SECTION 3
6
5
4
3
2
1
4
3
2
1
RECEPTION S=21,70m2 FFL +3.45m
6
5
HALL S=42,95m2
RECEPTION S=21,70m2 FFL +0.10m FFL +3.45m
TYPE BEDROOM TERRACE HALL
S=5,85m2 S=42,95m2
TYPE BEDROOM
HOTEL CORRIDOR
ENTRANCE PORCHE
ENTRANCE TERRACE
S=68,65m2
S=109,85m2
BARREL CLEANING AND REPARATION
BOTTLING PLANT S=63,90m2
S=49,10m2
S=119,15m2
S=33,80m2
FFL -3.40m FFL +0.10m
ENTRANCE PORCHE
ENTRANCE TERRACE
S=68,65m2
S=109,85m2
FFL -3.80m
TYPE BEDROOM TERRACE S=5,85m2
TYPE BEDROOM
HOTEL CORRIDOR
BARREL CLEANING AND REPARATION
BOTTLING PLANT S=63,90m2
S=49,10m2
S=119,15m2
S=33,80m2
FFL -3.40m
11
09
07
08
10
06
03 20
05
02 21
04
01 22
23
13
12
15
14
19
18
S-4 CGP
AFS
S-3
FFL -3.80m
17 16
01 02
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
20
06
07
08
19
05
04
16
15
18
17
03
02
01
11
09 10
14
03 04
12 13
SECTION 4
!"#$%&
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6
5
4
3
2
1
FFL +3.45m
WINEBAR
WINE SHOP
S=82,35m2
S=54,15m2
BAR TERRACE S=92,95m2
TYPE BEDROOM TERRACE S=5,85m2
TYPE BEDROOM
ENTRANCE TERRACE S=109,85m2
FFL +0.10m
HOTEL CORRIDOR
BARREL STORE S=146,90m2
S=119,15m2
S=33,80m2
FFL -3.40m FFL -3.80m
11
09
07
08
10
06
03 20
05
02 21
04
01 22
23
13
12
15
14
18
19
17 16
CGP
AFS
S-5
SECTION 5
01 02
22 21 20 19
05
18
06
17 16
08
15
09
14
10
13
11
12
20
06
07
08
19
05
04
16
15
18
17
03
02
01
11
09 10
14
12 13
03 04
07
!"#$%$
!"#$%&'"%#()%'*!+,$)-).)1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
A
B
C
D
A
B
C
D
E
F
G
H
I
E
F
G
H
I
G
H
I
G
H
I
FFL +3.45m
WINETASTING ROOM S=79,85m2
HALL S=42,95m2
364
EVENTS TERRACE
FFL +3.45m
BAR TERRACE
S=168,45m2
FFL +0.10m
S=92,95m2
WINETASTING ROOM
363
ADAPTED BEDROOM TERRACE
ADAPTED BEDROOM
S=6,20m2
S=33,10m2
TYPE BEDROOM TERRACE S=5,85m2
S=79,85m2
HALL
TYPE BEDROOM
S=42,95m2
S=33,80m2
362
BAR TERRACE
EVENTS TERRACE S=168,45m2
364 361
360 363
ADAPTED BEDROOM TERRACE
ADAPTED BEDROOM
S=6,20m2
S=33,10m2
TYPE BEDROOM TERRACE S=5,85m2
S=92,95m2
FFL +0.10m FFL -3.40m
TYPE BEDROOM S=33,80m2
362
361
FFL -3.40m
360
SECTION 6
A
B
C
D
A
B
C
D
E
F
E
F
FFL +3.45m
WINETASTING ROOM S=79,85m2
HALL S=42,95m2
EVENTS TERRACE
S=168,45m2
364
FFL +3.45m
BAR TERRACE
FFL +0.10m
S=92,95m2
WINETASTING ROOM S=79,85m2 363
HALL S=42,95m2
ADAPTED BEDROOM
TYPE BEDROOM
S=33,10m2
S=33,80m2
362
BAR TERRACE
EVENTS TERRACE
S=168,45m2
364 361
S=92,95m2
FFL +0.10m FFL -3.40m
363
ADAPTED BEDROOM
TYPE BEDROOM
S=33,10m2
S=33,80m2
362
361
FFL -3.40m
11
09
07
08
10
06
03 20
05
02 21
04
01 22
23
13
12
15
14
18
19
17 16
CGP
AFS
SECTION 7
01 02
22 21 20 19
05
18
06
17 16
08
15
09
14
10
13
11
12
20
06
07
08
19
05
04
16
15
18
17
03
02
01
11
09 10
14
12 13
03 04
07
S-7 S-6
!"#$%&
!"#$%&'(%#)!*+,-&%"#+**.*/*0*1*1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
A
B
C
D
E
F
G
H
I
H
I
H
I
RECEPTION S=21,70m2
SHOP ENTRANCE LIFT
S=2,80m2
S=5,90m2
HOTEL STAIRCASE
FFL +3.45m
S=17,70m2
WINEBAR A
B
C
D
E
F
S=82,35m2
G
RECEPTION S=21,70m2 364
LIFT
S=2,80m2
SHOP ENTRANCE
21 STAIRS 28X16.6CM
HOTEL STAIRCASE
S=5,90m2
FFL +0.10m FFL +3.45m
S=17,70m2
HOTEL CORRIDOR
363
WINEBAR
S=119,15m2
S=82,35m2
362
INTERIOR COURTYARD
361
S=2,80m2
FFL -3.40m
21 STAIRS 28X16.6CM
364
FFL +0.10m
HOTEL CORRIDOR
363
S=119,15m2 362
INTERIOR COURTYARD
361
S=2,80m2
FFL -3.40m
SECTION 8
A
B
C
D
E
F
G
EMERGENCY STAIRCASE S=12,40m2
EXPEDITION STORAGE S=66,10m2
A
WINE SHOP
S=149,50m2
B
C
D
E
F
S=54,15m2
G
ENTRANCE PORCHE S=68,65m2
364
23 STAIRS EMERGENCY 28x16.9cm STAIRCASE
S=12,40m2
BOTTLING PLANT
EARTHWARE JAR STORE 363
EXPEDITION STORAGE OENOLOGISTLAB S=66,10m2 S=62,70m2
FFL +3.45m
EARTHWARE JAR STORE
FFL +0.10m FFL +3.45m
BARREL STORE
S=63,90m2
S=266m2
EARTHWARE JAR STORE
S=146,90m2
S=149,50m2
ENTRANCE PORCHE S=68,65m2
BOTTLING PLANT
EARTHWARE JAR STORE 363
WINE SHOP S=54,15m2
362
364
S=63,90m2
S=266m2
23 STAIRS 28x16.9cm
FFL +0.10m -3.80m FFL
BARREL STORE S=146,90m2
OENOLOGISTLAB S=62,70m2
362
SECTION 9
10
11
06
09
07
05
08
03
04
02
01
21
22
12
20
13
23
15
17 16
18
14
19
CGP
AFS
FFL -3.80m
01 02 03 04
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
S-9
20
05
06
07
08
19
18
03
04
16
15
14
17
02
01
11
09 10
12 13
S-8
!"#$%&
!"#$%&'"%#()%'*!+,$)-).)-/)1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
H
I
A
B
C
D
INDUSTRIAL STAIRCASE FFL +3.45m
S=15,05m2
E
F
S=11,40m2
MACHINERY ROOM
INDUSTRIAL MACHINERY ROOM S=67,10m2
S=10,30m2
CHANGING ROOMS
S=68,80m2
FFL +0.10m
H
HIDRAULIC PLATFORM
RECEPTION AND SELECTION
364
G
S=10,60m2
ENTRANCE TERRACE
23 STAIRS 28x16.9cm
S=109,85m2
BOILER'S ROOM
RAINWATER TANK
S=12,35m2
S=5,55m2
BARREL CLEANING AND REPARATION
TOILET
S=49,10m2
S=3,15m2
FFL -3.80m
09
10
11
05
06
07
08
03
04
02
01
21
22
20
23
12
15
13
17 16
14
18
19
CGP
AFS
SECTION 10
S-10 01 02
22 21 20 19
05
18
06
17 16
08
15
09
14
10
13
11
12
20
05
06
07
08
04
19
18
17
03
02
16
15
14
01
12 13
11
09 10
03 04
07
!"#$%&
!"#$%&'(%#)!*+,-&%"#*./*0*1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
BARREL STORE S=146,90m2
I
1
2
3
4
5
6
1
2
3
4
5
6
WEST ELEVATION
6
5
4
3
2
1
6
5
4
3
2
1
11
09
07
08
10
06
03 20
05
02 21
04
01 22
23
13
12
15
14
18
19
17 16
CGP
AFS
E-E
E-W
EAST ELEVATION
01 02
22 21 20 19
05
18
06
17 16
08
15
09
14
10
13
11
12
20
06
07
08
19
05
04
16
15
18
17
03
02
01
11
09 10
14
12 13
03 04
07
!"#$%&
!"!#$%&'()*+!)%*,*!$)%-*1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
I
H
G
F
E
D
C
B
A
I
H
G
F
E
D
C
B
A 364
364
NORTH ELEVATION
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
I
364
363
362
361
360
364
363
SOUTH ELEVATION 362
361
360
08
09
10
11
05
06
04
03
07
02
01 23
12
21
13
22
14
20
15
18
19
17 16
CGP
AFS
E-N
01 02
22 21 20 19
05
18
06
17 16
08
15
09
14
10
13
11
12
20
07
08
05
06
04
16
19
18
17
03
02
01
15
14
12 13
11
09 10
03 04
07
E-S
!"#$%&
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#$"0&3 SECONDARY ROOF SLAB #$"4&& #'()*')(+,"'(+/#67(#+,"#7*'.-/#"%2%3& #$"4&% TRANSVERSAL SECTIONS 1 - 2 #$"4&0 TRANSVERSAL SECTIONS 3 - 4 #$"4&4 TRANSVERSAL SECTION 5 #$"5&& #'()*')(+,",-/8.')9./+,"#7*'.-/#"%2%3& #$"5&% LONGITUDINAL SECTONS 6 - 7 #$"5&0 LONGITUDINAL SECTIONS 8 - 9 #$"3&& #'()*)(+,"97'+.,#"%203 #$"3&% METAL CONNECTION #$"3&0 WOOD CONNECTIONS #$"3&4 STAIRS START / LIFT PIT #$"3&5 DECK CHANGE OF LEVEL
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Final Thesis Project | Júlia Boix Gonzalez
#$"0&0 DECK PLAN #$"0&4 LEVEL -1 ROOF SLAB
WINERY AND HOTEL SIURANA | September 2020
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The structure, adapts and responds to the different needs and uses of the program. In the industrial part, a solid and heavy construction of load-bearing walls is used in order to give resistance and durability to this part of the building (load-bearing retaining walls are used in contact with the ground). For the hotel, a linear repetition of loadbearing walls in between bedrooms is designed, in order to achieve a “floating” edge at the south side; these walls serve as big-section counterweight concrete beams. The cellar, meanwhile, is mainly designed with frame structure, to give a more opened and flexible feeling to the different areas. Each of the three volumes counts with a reinforced concrete communications wall-box core that functions as the stabilization of the building and as the support of the secondary timber roof; formed by timber beams and joints and a CLT panel board. A wood pergola with timber beams and metallic pillars is constructed in the events terrace, and a metallic walkway made my metallic pilars and beams is located in the earthware jar store as well.
Final Thesis Project | Júlia Boix Gonzalez
The project is designed in order to comply with the requirements of the structure and provide a response to the horizontal and vertical actions that the building receives. For the horizontal actions, two types of structural systems and a box-stabilization strategy have been used. A wall system, which includes a heavy weight structure defined by linear and continuous elements of reinforced concrete load-bearing walls, and a frame structural system, which includes a linear structural system that defines a virtual plane and is composed by linear elements such as reinforced concrete and metallic pilars and timber beams. For the vertical actions, twoways reinforced concrete solid slabs and a CLT panel for the roof have been used; a floor structure formed by planes that distribute the load in two or more directions. To increase the stability of the structure and to distribute the horizontal and vertical loads to the earth, shallow foundations have been used; centered isolated footings for single-pilars and continuous strip footings for walls. All structural elements are dimensioned according to CTE and calculations.
WINERY AND HOTEL SIURANA | September 2020
WALL - FRAME STRUCTURE
WOOD ROOF FLOOR WOOD SLAB
+5.42m t=92cm
WOOD PERGOLA
CLT PANEL 0.12m
WOOD SLAB
CLT PANEL CLT PANEL 0.12m 0.12m WOOD BEAM WOOD BEAM 0.25x0.80cm 0.25x0.80cm WOOD JOIST WOOD JOIST 0.15x0.25cm 0.15x0.25cm
+3.60m t=45cm WOOD BEAM 0.25x0.80cm
ROOF FLOOR
WOOD JOIST 0.15x0.25cm
REINF. CONCRETE SLAB
+3.45m t=30cm
REINF. CONCRETE PILAR 25x50cm REINF. CONCRETE CLT PANEL LOAD-BEARING WALL t=36cm 0.12m CLT PANEL REINF. CONCRETE 0.12m WOOD BEAM RETAINING t=36cm 0.25x0.80cm CLT PANEL WOOD BEAM 0.12m REINF. CONCRETE 0.25x0.80cm WOOD JOIST LOAD-BEARING WALL t=25cm 0.15x0.25cm WOOD JOIST WOOD BEAM 0.15x0.25cm 0.25x0.80cm WOOD JOISTCONCRETE REINF. REINF. CONCRETE 0.15x0.25cm LOAD-BEARING WALL STRIP FOOTING PILAR REINF. CONCRETE 2x0.5m 25x50cm PILAR 25x50cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL PILAR METALLIC BEAMS IPEt=36cm 300 REINF. CONCRETE METALLIC JOISTS IPEt=36cm 200 25x50cm LOAD-BEARING WALL REINF. CONCRETE RETAINING t=36cm REINF. CONCRETE METALLIC PILAR REINF. CONCRETE RETAINING t=36cm HEB 140 LOAD-BEARING WALL t=36cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=25cm REINF. CONCRETE RETAINING t=36cm HYDRAULIC PLATFORM LOAD-BEARING WALL t=25cm PIT h=60cm REINF. CONCRETE REINF. CONCRETE LIFT PIT h=60cm LOAD-BEARING WALL WALL t=25cm LOAD-BEARING STRIP FOOTING REINF. CONCRETE LOAD-BEARING2x0.5m WALL STRIP FOOTING WOOD BEAMS 2x0.5m 0.15x0.45cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING METALLIC PILAR IPE 300 METALLIC BEAMS 2x0.5m 8cm METALLIC METALLIC JOISTS BEAMS IPE IPE 200 300 METALLIC JOISTS IPE 200 METALLIC PILAR HEB 140 IPE METALLIC BEAMS 300 METALLIC PILAR METALLIC JOISTS HEB 140 IPE 200 HYDRAULIC PLATFORM METALLIC PILAR PIT h=60cm HEB 140 HYDRAULIC PLATFORM PIT h=60cm LIFT PIT h=60cm
CLT PANEL 0.12m CLT PANEL 0.12m CLT PANEL WOOD BEAM CLT PANEL 0.12m 0.25x0.80cm WOOD 0.12m BEAM 0.25x0.80cm WOOD WOODBEAM JOIST WOOD 0.25x0.80cm 0.15x0.25cm WOOD BEAM JOIST 0.25x0.80cm 0.15x0.25cm WOOD JOIST WOOD JOIST 0.15x0.25cm 0.15x0.25cm REINF. CONCRETE PILAR REINF. CONCRETE 25x50cm PILAR REINF. CONCRETE REINF. CONCRETE 25x50cm PILAR REINF. CONCRETE PILAR 25x50cm LOAD-BEARING WALL t=36cm REINF. CONCRETE 25x50cm LOAD-BEARING WALL t=36cm REINF. REINF. CONCRETE CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=36cm RETAINING t=36cm REINF. CONCRETE LOAD-BEARING WALL t=36cm RETAINING t=36cm CLT PANEL REINF. CONCRETE 0.12m REINF. CONCRETE RETAINING t=36cm CLTREINF. PANELCONCRETE RETAINING t=36cm LOAD-BEARING WALL t=25cm 0.12m REINF. CONCRETE WOOD BEAM LOAD-BEARING WALL t=25cm REINF. CONCRETE 0.25x0.80cmWALL t=25cm WOOD BEAM REINF. CONCRETE LOAD-BEARING 0.25x0.80cm LOAD-BEARING WALL t=25cm WOOD JOIST REINF. CONCRETE 0.15x0.25cm LOAD-BEARING WALL STRIP FOOTING WOOD JOIST REINF. CONCRETE 2x0.5m 0.15x0.25cm LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE REINF.2x0.5m CONCRETE LOAD-BEARING WALL STRIP FOOTING LOAD-BEARING WALL STRIP FOOTING 2x0.5m REINF. CONCRETE 2x0.5m METALLIC PILAR BEAMS IPE 300 REINF. CONCRETE METALLIC JOISTS 25x50cm METALLIC BEAMS IPE 300 IPE 200 PILAR METALLIC JOISTS BEAMS IPE 200 IPE 300 METALLIC 25x50cm METALLIC PILAR REINF. CONCRETE METALLIC BEAMS IPE 300 IPE 200 METALLIC JOISTS HEB 140 IPE 200 LOAD-BEARING WALL t=36cm METALLIC PILAR METALLIC JOISTS REINF. CONCRETE HEB 140METALLIC PILAR LOAD-BEARING WALL t=36cm REINF. CONCRETE METALLIC PILAR HEB 140 HYDRAULIC PLATFORM RETAINING t=36cm REINF. CONCRETE HEB 140 PITt=36cm h=60cm HYDRAULIC PLATFORM RETAINING PIT h=60cm HYDRAULIC PLATFORM REINF. CONCRETE LIFT PIT h=60cm HYDRAULIC PLATFORM PIT h=60cm LOAD-BEARING WALL t=25cm REINF. CONCRETE LIFTh=60cm PIT h=60cm PIT LOAD-BEARING WALL t=25cm LIFT PIT h=60cm WOOD BEAMS LIFT PIT h=60cm 0.15x0.45cm WOODREINF. BEAMS CONCRETE 0.15x0.45cm WOOD BEAMS LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE METALLIC PILAR WOOD BEAMS 0.15x0.45cm 2x0.5m LOAD-BEARING WALL STRIP FOOTING 8cm METALLIC PILAR 0.15x0.45cm 8cm2x0.5m METALLIC PILAR METALLIC8cm PILAR 8cm METALLIC BEAMS IPE 300 METALLIC METALLIC BEAMS JOISTS IPE 300 IPE 200 METALLIC JOISTS IPE 200 METALLIC PILAR HEB 140 METALLIC PILAR HEB 140 HYDRAULIC PLATFORM PIT h=60cm HYDRAULIC PLATFORM PIT h=60cm LIFT PIT h=60cm LIFT PIT h=60cm WOOD BEAMS 0.15x0.45cm WOOD BEAMS 0.15x0.45cm METALLIC PILAR METALLIC8cm PILAR 8cm
WOOD ROOF FLOOR WOOD ROOF WOODFLOOR SLAB +5.42m t=92cm ROOF FLOOR WOOD WOOD SLAB ROOF FLOOR +5.42m WOOD t=92cm WOOD SLAB WOOD PERGOLA +5.42m WOOD SLAB t=92cm WOOD PERGOLA WOOD SLAB +5.42m t=92cm +3.60m t=45cm PERGOLA WOOD WOOD SLAB PERGOLA +3.60m WOOD t=45cm WOOD SLAB +3.60m WOOD SLAB t=45cm +3.60m t=45cm ROOF FLOOR REINF. CONCRETE SLAB ROOF FLOOR +3.45m t=30cmFLOOR ROOF REINF. CONCRETE SLAB +3.45m ROOF t=30cmFLOOR REINF. CONCRETE SLAB REINF. CONCRETE SLAB +3.45m t=30cm +3.45m t=30cm INSTA. FLOOR REINF. CONCRETE SLAB INSTA. FLOOR +2.95m t=20cmFLOOR INSTA. REINF. CONCRETE SLAB +2.95m INSTA. t=20cm FLOOR REINF. CONCRETE SLAB GROUNDFLOOR REINF. CONCRETE SLAB +2.95m t=20cm WOOD ROOF FLOOR REINF. CONCRETE SLAB +2.95m GROUNDFLOOR t=20cm WOOD ROOF FLOOR WOOD SLAB ±0.00m t=35cm GROUNDFLOOR REINF. CONCRETE SLAB +5.42m t=92cm WOOD SLAB ±0.00m GROUNDFLOOR t=35cm REINF. CONCRETE SLAB +5.42m t=92cm REINF. CONCRETE SLAB ±0.00m t=35cm WOOD PERGOLA ±0.00m t=35cm WOOD WOOD PERGOLA SLAB +3.60m METALLIC WALKWAY t=45cm WOOD SLAB SLAB WALKWAY +3.60m METALLIC t=45cm METAL ±0.00 SLAB t=30cm METALLIC WALKWAY METAL ROOF FLOOR WALKWAY ±0.00 METALLIC t=30cm METAL SLAB REINF. CONCRETE SLAB ROOF ±0.00 FLOOR METAL SLAB t=30cm t=30cm REINF. CONCRETE SLAB ±0.00 +3.45m t=30cm +3.45m t=30cm GROUNDFLOOR TERRACE GROUNDFLOOR TERRACE REINF. CONCRETE SLAB INSTA. -0.05m CONCRETE t=30cm FLOOR GROUNDFLOOR REINF. SLAB TERRACE REINF. CONCRETE CONCRETE SLAB TERRACE INSTA. FLOOR -0.05m GROUNDFLOOR t=30cm REINF. SLAB +2.95m t=20cm -0.05m REINF. CONCRETE SLAB t=30cm BEDROOM FLOOR -1 -0.05m t=30cm +2.95m t=20cm REINF. CONCRETE DECK BEDROOM FLOOR -1 GROUNDFLOOR -3.50m CONCRETE t=15cmCONCRETE BEDROOM FLOORSLAB -1 REINF. DECK GROUNDFLOOR REINF. BEDROOM FLOOR -1 -3.50m ±0.00m t=15cm CONCRETE REINF. CONCRETE DECK t=35cm REINF. SLAB BEDROOMDECK FLOOR -1 REINF. t=15cm ±0.00m -3.50m t=35cmCONCRETE -3.50m BEDROOM t=15cm REINF. CONCRETE SLAB FLOOR -1 -3.50m CONCRETE t=30cm BEDROOM FLOOR -1 REINF. SLAB FLOOR -1 -3.50m BEDROOM t=30cm REINF. CONCRETE SLAB METALLIC WALKWAY INDUSTRIAL DECK -3.50m REINF. CONCRETE SLAB t=30cm METAL SLAB METALLIC WALKWAY DECK -3.50m INDUSTRIAL CONCRETE DECK t=30cm REINF. ±0.00 SLAB t=30cm METAL INDUSTRIAL DECK -3.90m t=15cm REINF. CONCRETE DECK ±0.00 t=30cm -3.90m INDUSTRIAL t=15cm REINF.DECK CONCRETE DECK REINF. CONCRETE DECK -3.90m t=15cm -3.90m t=15cm GROUNDFLOOR TERRACE GROUNDFLOOR TERRACE REINF. CONCRETE SLAB -0.05m t=30cm REINF. CONCRETE SLAB -0.05m t=30cm BEDROOM FLOOR -1 REINF. CONCRETE DECK BEDROOM FLOOR -1 -3.50m t=15cm REINF. CONCRETE DECK
-3.50m t=15cm
BEDROOM FLOOR -1 REINF. CONCRETE SLAB BEDROOM FLOOR -1 -3.50m t=30cm REINF. CONCRETE SLAB
-3.50m t=30cm
REINF. CONCRETE SLAB
WOOD WOODSLAB ROOF FLOOR +2.95m t=92cm t=20cm +5.42m WOOD SLAB +5.42m GROUNDFLOOR t=92cm WOODFLOOR PERGOLA WOOD ROOF
REINF. CONCRETE REINF. CONCRETE PILAR PILAR 25x50cm 25x50cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=36cm LOAD-BEARING WALL t=36cm REINF. CONCRETE REINF. CONCRETE RETAINING t=36cm RETAINING t=36cm
REINF. CONCRETE SLAB
WOOD WOOD SLAB WOODSLAB PERGOLA ±0.00m t=35cm +5.42m +3.60m t=92cm t=45cm WOOD SLAB +3.60m t=45cm WOOD PERGOLA ROOF FLOOR WOOD SLAB SLAB +3.60m t=45cm REINF. METALLIC WALKWAY ROOF CONCRETE FLOOR +3.45m t=30cm METAL SLAB REINF. CONCRETE SLAB ±0.00 t=30cm +3.45m ROOF FLOOR REINF. CONCRETE SLAB INSTA. FLOOR +3.45m t=30cm REINF. CONCRETE SLAB INSTA. FLOOR +2.95m t=20cm GROUNDFLOOR REINF. CONCRETETERRACE SLAB REINF. +2.95m GROUNDFLOOR t=20cmCONCRETE SLAB INSTA. -0.05mFLOOR t=30cm REINF. CONCRETE SLAB REINF. CONCRETE SLAB GROUNDFLOOR ±0.00m t=35cm +2.95m t=20cm REINF. CONCRETE SLAB BEDROOM FLOOR -1 ±0.00m t=35cm GROUNDFLOOR REINF. CONCRETE DECK -3.50mCONCRETE t=15cm REINF. SLAB ±0.00m t=35cm METALLIC WALKWAY BEDROOM FLOOR -1 METAL SLABWALKWAY METALLIC REINF. CONCRETE SLAB ±0.00 t=30cm -3.50m METAL t=30cm SLAB ±0.00 t=30cm METALLIC WALKWAYDECK INDUSTRIAL
REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=25cm LOAD-BEARING WALL t=25cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING PANEL LOAD-BEARING WALLCLT STRIP FOOTING 2x0.5m CLT PANEL 0.12m 2x0.5m 0.12m WOOD BEAM METALLIC BEAMS IPE 300 WOOD BEAM 0.25x0.80cm METALLIC BEAMS IPE 300 IPE 200 METALLIC JOISTS 0.25x0.80cm WOODIPE JOIST METALLIC JOISTS 200 WOOD JOIST 0.15x0.25cm METALLIC PILAR 0.15x0.25cm METALLIC PILAR HEB 140 HEB 140
METAL SLAB
REINF. CONCRETE DECK ±0.00 t=30cm GROUNDFLOOR TERRACE -3.90m t=15cm REINF. CONCRETETERRACE SLAB GROUNDFLOOR -0.05m t=30cm REINF. CONCRETE SLAB
-0.05m t=30cm GROUNDFLOOR TERRACE BEDROOM FLOOR -1 REINF. CONCRETE SLAB
CONCRETE BEDROOM FLOORDECK -1 -0.05m t=30cm REINF. -3.50m t=15cm REINF. CONCRETE DECK -3.50m t=15cm BEDROOM FLOOR -1 BEDROOM FLOOR -1 REINF. CONCRETE DECK SLAB REINF. CONCRETE BEDROOM FLOOR -1 -3.50m t=15cm -3.50m t=30cm REINF. CONCRETE SLAB -3.50mWOOD t=30cmROOF FLOOR INDUSTRIAL DECK BEDROOM FLOOR WOOD SLAB -1
REINF. CONCRETE SLAB REINF. CONCRETE +5.42m INDUSTRIAL DECKDECK t=92cm -3.50m t=30cm -3.90m t=15cm REINF. CONCRETE DECK CLT PANEL PERGOLA -3.90mWOOD t=15cm 0.12m INDUSTRIAL WOODDECK SLAB +3.60m REINF. CONCRETE DECK t=45cm WOOD BEAM -3.90m t=15cm
0.15x0.45cm LIFT PIT h=60cm WOOD BEAMS CLT PANEL 0.15x0.45cm 0.12m PILAR METALLIC 8cm METALLIC PILAR WOOD BEAMS WOOD BEAM 8cm 0.15x0.45cm 0.25x0.80cm METALLIC PILAR WOOD JOIST 8cm 0.15x0.25cm
WOOD ROOF FLOOR WOOD SLAB
+5.42m t=92cm
WOOD PERGOLA WOOD SLAB
+3.60m t=45cm
0.25x0.80cm
ROOF FLOOR WOOD JOIST 0.15x0.25cm REINF. CONCRETE SLAB +3.45m t=30cm
REINF. CONCRETE PILAR 25x50cm REINF. CONCRETE LOAD-BEARING WALL t=36cm REINF. CONCRETE RETAINING t=36cm REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE INSTA. FLOOR PILAR 25x50cm REINF. CONCRETE SLAB +2.95m t=20cm REINF. CONCRETE GROUNDFLOOR LOAD-BEARING WALL t=36cm REINF. CONCRETE SLAB ±0.00m t=35cm REINF. CONCRETE RETAINING t=36cm
ROOF FLOOR REINF. CONCRETE SLAB
+3.45m t=30cm INSTA. FLOOR REINF. CONCRETE SLAB
+2.95m t=20cm GROUNDFLOOR REINF. CONCRETE SLAB
±0.00m t=35cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm METALLIC WALKWAY
METAL SLAB ±0.00 t=30cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING LOAD-BEARING WALL STRIP FOOTING 2x0.5m 2x0.5m
METALLIC WALKWAY METAL SLAB
±0.00 t=30cm
WOOD ROOF FLOOR GROUNDFLOOR TERRACE WOOD SLAB +5.42mSLAB t=92cm REINF. CONCRETE
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB
METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
-0.05m t=30cm METALLIC BEAMS IPE 300 CLT PANEL METALLIC JOISTS IPE 200 0.12m
METALLIC PILAR HEB 140
METALLIC PILAR WOOD BEAM REINF. CONCRETE DECK HEB 140 0.25x0.80cm -3.50m t=15cm
HYDRAULIC PLATFORM PIT h=60cm LIFT PIT h=60cm WOOD BEAMS 0.15x0.45cm WOOD SLAB8cm
+5.42m t=92cm WOOD ROOF FLOOR WOOD SLABPERGOLA WOOD +5.42m t=92cm
CLT PANEL 0.12m
WOOD SLAB
+3.60m t=45cm WOOD PERGOLA
CLT PANEL WOOD BEAM 0.12m 0.25x0.80cm
WOOD JOIST 0.15x0.25cm REINF. CONCRETE PILAR 25x50cm REINF. CONCRETE PILAR REINF. CONCRETE 25x50cm LOAD-BEARING WALL t=36cm
REINF. CONCRETE REINF. CONCRETE RETAINING t=36cm LOAD-BEARING WALL t=25cm REINF. CONCRETE LOAD-BEARING WALL t=25cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200 +5.42m METALLIC IPE 300 CLT PANEL CLTBEAMS PANEL METALLIC PILAR JOISTS IPE 200 0.12m METALLIC 0.12m HEB 140 METALLIC PILAR WOOD BEAM WOOD BEAM HEB 140 HYDRAULIC PLATFORM 0.25x0.80cm 0.25x0.80cm PIT h=60cm WOOD JOIST WOOD JOIST 0.15x0.25cm 0.15x0.25cm HYDRAULIC LIFT PIT PLATFORM h=60cm PIT h=60cm LIFT WOOD PIT h=60cm BEAMS REINF. CONCRETE REINF. CONCRETE 0.15x0.45cm PILAR PILAR BEAMSPILAR METALLIC 25x50cmWOOD 25x50cm 0.15x0.45cm 8cm
+3.60m
+3.45m
+2.95m
REINF. CONCRETE REINF. CONCRETE METALLIC PILAR LOAD-BEARING LOAD-BEARING WALL t=36cm WALL t=36cm 8cm REINF. CONCRETE REINF. CONCRETE RETAINING t=36cm RETAINING t=36cm
±0.00m
REINF. CONCRETE REINF. CONCRETE LOAD-BEARING LOAD-BEARING WALL t=25cm WALL t=25cm
±0.00 REINF. CONCRETE REINF. CONCRETE LOAD-BEARING LOAD-BEARING WALL STRIP FOOTING WALL STRIP FOOTING 2x0.5m 2x0.5m
METALLIC BEAMS METALLIC IPE 300BEAMS IPE 300 METALLIC JOISTS METALLIC IPE 200JOISTS IPE 200 METALLIC PILAR METALLIC PILAR HEB 140 HEB 140 HYDRAULIC PLATFORM HYDRAULIC PLATFORM PIT h=60cm PIT h=60cm LIFT PIT h=60cm LIFT PIT h=60cm WOOD BEAMSWOOD BEAMS 0.15x0.45cm 0.15x0.45cm
-0.05m
-3.50m
CLT PANEL 0.12m
-0.05m t=30cm
WOOD PERGOLA WOOD SLAB
BEDROOM +3.60m FLOOR -1 t=45cm
REINF. CONCRETE DECK -3.50m t=15cm
WOOD JOIST FLOOR -1 HYDRAULIC BEDROOM PLATFORM0.15x0.25cm PIT h=60cm REINF. CONCRETE SLAB -3.50m -3.50m t=30cm LIFT PIT h=60cm REINF. INDUSTRIAL DECKCONCRETE PILAR REINF. CONCRETE DECK WOOD BEAMS 25x50cm -3.90m -3.90m t=15cm 0.15x0.45cm
ROOF FLOOR BEDROOM FLOOR -1 REINF. CONCRETE SLAB +3.45mSLAB t=30cm REINF. CONCRETE t=30cm
INDUSTRIAL DECK INSTA. FLOOR REINF. CONCRETE DECK REINF. CONCRETE SLAB t=15cm +2.95m t=20cm
GROUNDFLOOR
REINF. CONCRETE LOAD-BEARING WALL t=36cm
REINF. CONCRETE SLAB
REINF. CONCRETE WOOD ROOF FLOOR RETAINING t=36cm WOOD SLAB +5.42m t=92cm REINF. CONCRETE LOAD-BEARING t=25cm WOODWALL PERGOLA
±0.00m t=35cm
METALLIC WALKWAY
METAL SLAB WOOD SLAB ±0.00 t=30cm +3.60m t=45cm WOOD ROOF FLOOR REINF. CONCRETE REINF. CONCRETE SLAB LOAD-BEARING WALL STRIP FOOTINGWOOD SLAB +5.42m t=92cm ROOF FLOOR +3.45m t=30cm 2x0.5m WOOD JOIST ROOF FLOOR GROUNDFLOOR TERRACE REINF. CONCRETE SLAB 0.15x0.25cm REINF. CONCRETE SLAB WOOD PERGOLA CLT PANEL +3.45m t=30cm REINF. CONCRETE SLAB +3.45m t=30cm 0.12m WOOD SLAB -0.05m t=30cm INSTA. FLOOR METALLIC BEAMS IPE 300 t=45cm +3.60m WOOD ROOF FLOOR REINF. CONCRETE SLAB METALLIC JOISTS IPE 200 REINF. CONCRETEWOOD BEAM INSTA. FLOOR WOOD SLAB +2.95m t=20cm BEDROOM FLOOR -1 INSTA. FLOOR 0.25x0.80cm PILAR +5.42m SLAB t=92cmFLOOR REINF. CONCRETE DECK METALLICREINF. PILARCONCRETE ROOF REINF. CONCRETE SLAB GROUNDFLOOR WOOD JOIST 25x50cm +2.95m -3.50m t=15cm HEB 140 t=20cm REINF. +2.95m t=20cm 0.15x0.25cm WOODCONCRETE PERGOLA SLAB REINF. CONCRETE SLAB CLT PANEL +3.45m t=30cm GROUNDFLOOR REINF. CONCRETE ±0.00m t=35cm 0.12m WOOD SLAB WOOD ROOF FLOOR GROUNDFLOOR BEDROOM FLOOR -1 LOAD-BEARING WALL t=36cm REINF. CONCRETE +3.60m SLAB HYDRAULIC PLATFORM t=45cm WOOD ROOF WOODFLOOR SLAB REINF. CONCRETE SLAB REINF. CONCRETE SLAB ±0.00m t=35cm WOOD BEAM PIT h=60cm WOOD +5.42mSLAB REINF. CONCRETE t=92cm ±0.00m t=35cm REINF. CONCRETE INSTA. FLOOR-3.50m t=30cm 0.25x0.80cm +5.42m t=92cm RETAINING t=36cm PILAR LIFT PIT h=60cm REINF. SLAB ROOF CONCRETE FLOOR WOOD PERGOLA WOOD JOIST CLT PANEL INDUSTRIAL DECK METALLIC WALKWAY 25x50cm +2.95m CLT t=20cm REINF. CONCRETE SLAB WOOD PERGOLA PANEL 0.15x0.25cm 0.12m WOOD SLAB REINF. CONCRETE METAL SLAB REINF. CONCRETE DECK +3.45m0.12m t=30cm WOOD +3.60mSLAB WOOD BEAMS t=45cm METALLIC WALKWAY GROUNDFLOOR ±0.00 t=30cm LOAD-BEARING WALL t=25cm REINF. CONCRETE -3.90m t=15cm METALLIC WALKWAY +3.60m t=45cm WOOD BEAM 0.15x0.45cm METAL SLAB LOAD-BEARING WALL t=36cm REINF. CONCRETE SLAB METAL SLAB WOOD BEAM ±0.00 t=30cm t=35cm 0.25x0.80cm ±0.00 t=30cm REINF. CONCRETEMETALLIC PILAR ±0.00m0.25x0.80cm REINF. CONCRETE INSTA. FLOOR ROOF FLOOR WOOD JOIST 8cm REINF. CONCRETERETAINING ROOF FLOOR PILAR t=36cm REINF. CONCRETE SLAB REINF. CONCRETE SLAB WOOD JOIST GROUNDFLOOR TERRACE WALL STRIP FOOTING 0.15x0.25cm LOAD-BEARING 25x50cm REINF. SLAB +2.95m0.15x0.25cm t=20cm +3.45mCONCRETE t=30cm REINF. ROOF CONCRETE SLAB 2x0.5m WOOD ROOF WOOD FLOOR FLOOR +3.45m t=30cm REINF. CONCRETE GROUNDFLOOR TERRACE -0.05m t=30cmSLAB TERRACE GROUNDFLOOR REINF. CONCRETE GROUNDFLOOR WOOD SLAB WOOD METALLIC WALKWAY LOAD-BEARING WALL t=25cm SLAB LOAD-BEARING WALL t=36cm REINF. CONCRETE METAL REINF. SLAB CONCRETE SLAB +5.42m t=92cm t=92cm REINF. CONCRETE SLAB REINF. CONCRETE INSTA. FLOOR -0.05m t=30cm ±0.00m t=35cmCONCRETE -0.05m t=30cm ±0.00 REINF. INSTA. FLOOR t=30cm BEDROOM FLOOR -1 METALLIC BEAMS IPE PILAR 300 CONCRETE REINF. REINF. CONCRETE SLAB WOOD PERGOLA WOOD PILAR 25x50cm REINF. SLAB REINF. PERGOLA CONCRETE DECKMETALLIC JOISTS IPE 200 CONCRETE RETAINING t=36cm +2.95mCONCRETE t=20cm REINF. WOOD SLAB BEDROOM FLOOR25x50cm -1 -3.50m WOOD +2.95m t=20cm t=15cmSLAB LOAD-BEARING WALL STRIP FOOTING BEDROOM +3.60m t=45cm t=45cm FLOOR -1 GROUNDFLOOR REINF. CONCRETE DECK REINF. CONCRETE METALLIC PILAR REINF.2x0.5m CONCRETE REINF. CONCRETE DECK GROUNDFLOOR REINF. CONCRETE -3.50m t=15cm GROUNDFLOOR TERRACE LOAD-BEARING WALL t=36cm REINF. CONCRETE SLAB BEDROOM FLOOR -1 HEB 140 METALLIC WALKWAY LOAD-BEARING WALL t=25cm -3.50m t=15cm LOAD-BEARING WALL t=36cm REINF. SLAB ±0.00mCONCRETE t=35cm REINF. CONCRETE SLAB REINF.FLOOR CONCRETE SLAB METAL SLAB REINF. CONCRETE ROOF FLOORROOF ±0.00m t=35cm t=30cm BEDROOM-0.05m FLOOR -1CONCRETE -3.50m t=30cm ±0.00 REINF. t=30cm RETAINING t=36cm BEDROOM FLOOR -1 SLAB HYDRAULIC PLATFORM REINF. CONCRETE REINF. SLAB CONCRETE METALLIC BEAMS IPE 300 REINF. CONCRETE SLAB t=36cm RETAINING PIT h=60cm +3.45m REINF. CONCRETE t=30cm t=30cm REINF. CONCRETEDECK SLAB METALLIC JOISTS IPE 200 INDUSTRIAL -3.50m t=30cm BEDROOM FLOOR -1 -3.50m t=30cm LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE REINF. CONCRETE DECK LIFT PIT h=60cm REINF. CONCRETE METALLIC WALKWAY 2x0.5m CONCRETE DECK LOAD-BEARING WALL t=25cm METALLIC PILAR INDUSTRIAL DECKREINF. -3.90m t=15cm DECK GROUNDFLOOR TERRACE METALLIC WALKWAY LOAD-BEARING WALL t=25cm INDUSTRIAL -3.50m t=15cm METAL SLAB HEB 140 INSTA. FLOOR INSTA. FLOOR REINF. CONCRETE DECK METAL REINF. CONCRETE SLAB ±0.00SLAB t=30cm REINF. CONCRETE DECK REINF. CONCRETE REINF. SLAB CONCRETE SLAB WOOD BEAMS -3.90m t=15cm ±0.00 t=30cm -0.05m BEDROOM t=30cm -3.90m t=15cm FLOOR -1 0.15x0.45cm +2.95m t=20cm t=20cm REINF. CONCRETE METALLIC BEAMS IPE 300 HYDRAULIC PLATFORM REINF. CONCRETE REINF. CONCRETE SLAB LOAD-BEARING WALL STRIP FOOTING METALLIC JOISTS IPE 200 METALLIC PILAR PIT h=60cm GROUNDFLOOR GROUNDFLOOR LOAD-BEARING WALL STRIP FOOTING -3.50m t=30cm 2x0.5m BEDROOM FLOOR -1 8cm GROUNDFLOOR TERRACE REINF. CONCRETE REINF. SLAB CONCRETE SLAB 2x0.5mCONCRETE DECK LIFT PIT h=60cm REINF. METALLIC PILAR GROUNDFLOOR TERRACESLAB DECK t=35cm ±0.00m t=35cm REINF. CONCRETE -3.50m INDUSTRIAL t=15cm HEB 140 REINF. SLAB -0.05mCONCRETE t=30cm REINF. CONCRETE DECK -0.05m t=30cm METALLIC BEAMS IPE 300 WOOD BEAMS t=15cm -3.90m BEDROOM FLOOR -1IPE 200 METALLIC BEAMS IPE 300 METALLIC JOISTS 0.15x0.45cm HYDRAULIC PLATFORM REINF. CONCRETE METALLIC JOISTS IPE 200SLAB BEDROOM FLOOR -1 PIT h=60cm BEDROOM FLOOR -1 METALLIC PILAR -3.50m t=30cm METALLIC WALKWAY METALLIC WALKWAY REINF. CONCRETE DECK METALLIC PILAR 8cmPIT h=60cm REINF. DECK METALLIC PILAR LIFT -3.50mCONCRETE METAL SLAB METAL SLAB t=15cm HEB 140 INDUSTRIAL DECK -3.50m t=15cm HEB 140 t=30cm ±0.00 t=30cm REINF. CONCRETE DECK BEDROOM FLOOR -1 HYDRAULIC PLATFORM WOOD BEAMS BEDROOM FLOOR -1 -3.90m t=15cm REINF. CONCRETE SLAB HYDRAULIC PLATFORM PIT h=60cm 0.15x0.45cm REINF. SLAB -3.50mCONCRETE t=30cm PIT h=60cm -3.50m t=30cm GROUNDFLOOR GROUNDFLOOR TERRACE TERRACE METALLIC PILAR LIFT PIT h=60cm LIFT PIT h=60cm INDUSTRIAL DECK 8cm REINF. CONCRETE REINF. SLAB CONCRETE SLAB INDUSTRIAL DECK t=30cm-0.05m t=30cm REINF. CONCRETE DECK WOOD BEAMS REINF. DECK -3.90mCONCRETE t=15cm WOOD BEAMS 0.15x0.45cm -3.90m t=15cm BEDROOM FLOOR BEDROOM -1 FLOOR -1 0.15x0.45cm METALLIC PILAR REINF. CONCRETE REINF. DECK CONCRETE DECK METALLIC PILAR 8cm t=15cm-3.50m t=15cm 8cm WOOD SLAB
+3.60m t=45cm ROOF FLOOR
WOOD JOIST WOOD BEAM 0.15x0.25cm 0.25x0.80cm
BEDROOM FLOOR -1
METALLIC PILAR 8cm
METALLIC PILAR WOOD ROOF FLOOR
REINF. CONCRETE REINF. CONCRETE RETAINING t=36cm LOAD-BEARING WALL t=36cm
INDUSTRIAL DECK INDUSTRIAL REINF.DECK CONCRETE DECK -3.90m t=15cm REINF. CONCRETE DECK
-3.90m t=15cm
LIFTPLATFORM PIT h=60cm HYDRAULIC PIT h=60cm WOOD BEAMS
INSTA. ROOF FLOORFLOOR WOOD
WOOD BEAM 0.25x0.80cm
BEDROOM FLOOR BEDROOM -1 FLOOR -1 REINF. CONCRETE REINF. SLAB CONCRETE SLAB
-3.50m t=30cm-3.50m t=30cm
INDUSTRIAL DECK INDUSTRIAL DECK REINF. CONCRETE REINF. DECK CONCRETE DECK
-3.90m t=15cm-3.90m t=15cm
METALLIC PILAR METALLIC PILAR 8cm 8cm
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REINF. CONCRETE HYDRAULIC PLATFORM REINF. PILAR HYDRAULIC PLATFORM PITCONCRETE h=60cm PIT PILAR h=60cm 25x50cm LIFT PIT h=60cm 25x50cm LIFT PIT h=60cm REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=36cm WOODWALL BEAMS LOAD-BEARING t=36cm CONCRETE WOODREINF. BEAMS 0.15x0.45cm REINF. CONCRETE RETAINING t=36cm 0.15x0.45cm METALLIC PILAR CLT PANEL RETAINING t=36cm METALLIC PILAR 8cm CLT PANEL 0.12m REINF. CONCRETE 8cm 0.12m REINF. CONCRETE LOAD-BEARING WALL t=25cm WOOD BEAM LOAD-BEARING WALL t=25cm WOOD BEAM 0.25x0.80cm 0.25x0.80cm WOOD JOIST REINF. CONCRETE WOOD JOIST 0.15x0.25cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.15x0.25cm LOAD-BEARING WALL STRIP FOOTING 2x0.5m 2x0.5mCLT PANEL 0.12m CLT PANEL REINF. CONCRETE 0.12m REINF. CONCRETE PILAR METALLIC WOODBEAMS BEAM IPE 300 PILAR 25x50cm METALLIC BEAMS IPE 300 IPE 200 METALLIC JOISTS 0.25x0.80cm WOOD BEAM 25x50cm METALLIC JOISTS IPE 200 0.25x0.80cm WOOD JOIST REINF. CONCRETE METALLIC PILAR 0.15x0.25cm WOOD JOIST REINF. CONCRETE LOAD-BEARING WALL t=36cm METALLIC PILAR HEB 140 0.15x0.25cm LOAD-BEARING WALL t=36cm HEB 140 REINF. CONCRETE REINF. CONCRETE RETAINING t=36cm HYDRAULIC PLATFORM RETAINING t=36cm HYDRAULIC PLATFORM REINF. CONCRETE PIT h=60cm PIT REINF. h=60cm PILAR CONCRETE REINF. CONCRETE LIFT25x50cm PIT h=60cmWALL t=25cm PILAR REINF. CONCRETE LOAD-BEARING LIFT25x50cm PIT h=60cm LOAD-BEARING WALL t=25cm REINF. CONCRETE WOOD BEAMS LOAD-BEARING WALL t=36cm REINF. WOODCONCRETE BEAMS REINF. CONCRETE 0.15x0.45cm LOAD-BEARING WALL t=36cm 0.15x0.45cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE METALLIC PILAR LOAD-BEARING WALL STRIP FOOTING 2x0.5m RETAINING t=36cm REINF. CONCRETE METALLIC PILAR 8cm 2x0.5m RETAINING t=36cm 8cm REINF. CONCRETE LOAD-BEARING WALL REINF. CONCRETE METALLIC BEAMS IPEt=25cm 300 LOAD-BEARING WALL t=25cm METALLIC BEAMS IPE 300 IPE 200 METALLIC JOISTS METALLIC JOISTS IPE 200 METALLIC PILAR REINF. CONCRETE CLT PANEL METALLIC PILAR HEB 140 LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE 0.12m PANEL HEBCLT 140 2x0.5m LOAD-BEARING WALL STRIP FOOTING 0.12m 2x0.5m HYDRAULIC PLATFORM WOOD BEAM HYDRAULIC PLATFORM PIT h=60cm 0.25x0.80cm WOOD BEAM PIT0.25x0.80cm h=60cm METALLIC BEAMS WOOD JOIST IPE 300 LIFT PIT h=60cm METALLIC JOISTS METALLIC BEAMS IPE 300 IPE 200 0.15x0.25cm LIFT PIT h=60cm WOOD JOIST METALLIC JOISTS IPE 200 0.15x0.25cm METALLIC PILAR WOOD BEAMS 140 METALLIC PILAR WOODHEB BEAMS 0.15x0.45cm HEB 140 0.15x0.45cm REINF. CONCRETE METALLIC PILAR PILAR REINF. CONCRETE HYDRAULIC PLATFORM METALLIC PILAR 8cm PILAR 25x50cm HYDRAULIC PLATFORM 8cm PIT h=60cm 25x50cm PIT h=60cm LIFT PIT h=60cm REINF. CONCRETE LOAD-BEARING WALL t=36cm LIFT PIT h=60cm REINF. CONCRETE LOAD-BEARING WALL t=36cm REINF. CONCRETE WOOD BEAMS RETAINING t=36cm REINF. 0.15x0.45cm WOODCONCRETE BEAMS RETAINING t=36cm 0.15x0.45cm METALLIC PILAR REINF. CONCRETE 8cm METALLIC PILAR LOAD-BEARING WALL t=25cm REINF. CONCRETE 8cm LOAD-BEARING WALL t=25cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE 2x0.5m LOAD-BEARING WALL STRIP FOOTING 2x0.5m METALLIC BEAMS IPE 300 METALLIC METALLIC BEAMS JOISTS IPE 300 IPE 200 METALLIC JOISTS IPE 200 METALLIC PILAR HEB 140 METALLIC PILAR HEB 140 HYDRAULIC PLATFORM PIT h=60cm HYDRAULIC PLATFORM PIT h=60cm LIFT PIT h=60cm LIFT PIT h=60cm WOOD BEAMS 0.15x0.45cm WOOD BEAMS 0.15x0.45cm METALLIC PILAR METALLIC 8cm PILAR 8cm
WOOD ROOF FLOOR WOOD ROOF WOODFLOOR SLAB WOOD SLAB +5.42m t=92cm +5.42m t=92cm WOOD PERGOLA WOOD PERGOLA WOOD SLAB WOOD SLAB +3.60m t=45cm +3.60m t=45cm ROOF FLOOR ROOF FLOOR REINF. CONCRETE SLAB REINF. CONCRETE SLAB +3.45m t=30cm
+3.45m t=30cm
INSTA. FLOOR INSTA. FLOOR REINF. CONCRETE SLAB REINF. CONCRETE SLAB +2.95m t=20cm +2.95m t=20cm GROUNDFLOOR GROUNDFLOOR REINF. CONCRETE SLAB REINF. CONCRETE SLAB ±0.00m t=35cm ±0.00m t=35cm
METALLIC WALKWAY METALLIC WALKWAY METAL SLAB WOOD ROOF FLOOR METAL ±0.00 SLAB WOOD ROOF t=30cmFLOOR WOOD SLAB ±0.00 +5.42m t=30cm WOOD SLAB t=92cm +5.42m t=92cm WOOD PERGOLA WOOD PERGOLA GROUNDFLOOR TERRACE WOOD SLAB GROUNDFLOOR TERRACESLAB WOOD SLAB +3.60m t=45cm REINF. CONCRETE +3.60m REINF. t=45cm SLAB -0.05mCONCRETE t=30cm -0.05m t=30cm ROOF FLOOR BEDROOM FLOORSLAB -1 ROOF FLOOR REINF. CONCRETE BEDROOM FLOOR -1 REINF. CONCRETE DECK REINF. CONCRETE SLAB +3.45m t=30cm DECK -3.50mCONCRETE t=15cm +3.45m REINF. t=30cm -3.50m t=15cm BEDROOM FLOOR -1 INSTA. FLOOR BEDROOM FLOOR -1 REINF. CONCRETE SLAB INSTA. FLOOR REINF. CONCRETE SLAB REINF. SLAB -3.50mCONCRETE t=30cm REINF. CONCRETE SLAB +2.95m t=20cm -3.50m t=30cm +2.95m t=20cm INDUSTRIAL DECK GROUNDFLOOR WOOD ROOF FLOOR INDUSTRIAL DECK GROUNDFLOOR REINF. CONCRETE DECK SLAB WOODREINF. ROOF FLOOR WOODCONCRETE SLAB DECK -3.90m t=15cm REINF. SLAB ±0.00m t=35cm +5.42m WOODCONCRETE SLAB t=92cm -3.90m t=15cm ±0.00m +5.42m t=35cm t=92cm WOOD PERGOLA WOOD PERGOLA WOOD SLAB +3.60m WOOD METALLIC SLAB t=45cm WALKWAY +3.60m METALLIC t=45cmMETAL WALKWAY SLAB METAL ±0.00 SLAB t=30cm WOOD ROOF FLOOR ROOF FLOOR ±0.00 t=30cm WOOD ROOF FLOOR WOOD ROOF FLOOR REINF. SLAB CONCRETE SLAB +5.42m t=92cm WOOD REINF. SLAB CONCRETE SLAB +3.45m t=30cm +5.42m +3.45m t=92cm t=30cm GROUNDFLOOR TERRACE WOOD PERGOLA GROUNDFLOOR TERRACE WOOD REINF. PERGOLA SLAB WOODCONCRETE SLAB INSTA. FLOOR REINF. CONCRETE SLAB -0.05m t=30cm +3.60m t=45cm WOOD INSTA.SLAB FLOOR REINF. CONCRETE SLAB -0.05m t=30cm +3.60m t=45cm REINF. CONCRETE SLAB +2.95m t=20cm FLOOR -1 +2.95m t=20cmBEDROOM ROOF FLOOR GROUNDFLOOR BEDROOM FLOOR -1 REINF. ROOF FLOOR REINF.CONCRETE CONCRETEDECK SLAB GROUNDFLOOR REINF. CONCRETE SLAB REINF. CONCRETE DECK -3.50m t=15cm +3.45m REINF. CONCRETE SLAB t=30cm -3.50m t=15cm REINF. CONCRETE SLAB ±0.00m t=35cm +3.45m t=30cm ±0.00m t=35cmBEDROOM FLOOR -1 BEDROOM FLOOR -1 REINF. CONCRETE SLAB INSTA. FLOOR REINF. SLAB -3.50m t=30cm INSTA. CONCRETE FLOOR CONCRETE SLAB -3.50m t=30cm REINF. METALLICSLAB WALKWAY +2.95m t=20cm REINF. CONCRETE INDUSTRIAL DECK METALLIC WALKWAY METAL SLAB +2.95m INDUSTRIAL t=20cm DECK GROUNDFLOOR ±0.00 REINF. METAL SLAB t=30cmCONCRETE DECK REINF. DECK SLAB t=15cm GROUNDFLOOR ±0.00 -3.90m t=30cmCONCRETE REINF. CONCRETE -3.90m REINF. t=15cm ±0.00mCONCRETE t=35cm SLAB ±0.00m t=35cm GROUNDFLOOR TERRACE GROUNDFLOOR TERRACE REINF. CONCRETE SLAB -0.05m CONCRETE REINF. SLAB t=30cm ROOF METALLIC WALKWAY WOOD FLOOR -0.05m t=30cm METALLIC WALKWAY WOOD ROOF FLOOR METAL SLAB WOOD SLAB ±0.00 SLAB t=30cm +5.42m METAL t=92cm BEDROOM FLOOR -1 WOOD SLAB ±0.00 t=30cm BEDROOM FLOOR -1 +5.42m t=92cm REINF. CONCRETE DECK WOOD -3.50m CONCRETE REINF. DECK t=15cm PERGOLA -3.50m WOOD WOOD SLAB t=15cm PERGOLA +3.60m GROUNDFLOOR TERRACE t=45cm WOOD SLAB BEDROOM FLOOR -1 TERRACE +3.60m GROUNDFLOOR t=45cm REINF. CONCRETE SLAB BEDROOM FLOOR -1 REINF. CONCRETE SLAB -0.05m t=30cm REINF. SLAB -3.50mCONCRETE REINF. CONCRETE SLAB t=30cm ROOF FLOOR -0.05m -3.50m t=30cm t=30cm ROOF FLOOR REINF. CONCRETE INDUSTRIAL DECKSLAB BEDROOMSLAB FLOOR -1 +3.45m t=30cm REINF. CONCRETE INDUSTRIAL DECK REINF. CONCRETE DECK FLOOR -1 REINF. CONCRETE DECK +3.45m BEDROOM t=30cm REINF. CONCRETE DECK -3.90mCONCRETE t=15cm -3.50m t=15cm REINF. DECK -3.90m t=15cm t=15cm -3.50m INSTA. FLOOR BEDROOM FLOOR -1 INSTA. FLOOR REINF. CONCRETE SLAB BEDROOM FLOOR -1 REINF. CONCRETE SLAB +2.95m t=20cm REINF. CONCRETE SLAB -3.50mCONCRETE t=30cm SLAB +2.95m REINF. t=20cm -3.50m t=30cm GROUNDFLOOR INDUSTRIAL DECKSLAB GROUNDFLOOR REINF. CONCRETE INDUSTRIAL DECK t=35cm ±0.00m REINF. CONCRETE REINF. CONCRETE SLAB DECK -3.90mCONCRETE t=15cm DECK ±0.00m REINF. t=35cm -3.90m t=15cm METALLIC WALKWAY METALLIC WALKWAY METAL SLAB ±0.00 SLAB t=30cm METAL
±0.00 t=30cm
GROUNDFLOOR TERRACE GROUNDFLOOR TERRACE REINF. CONCRETE SLAB -0.05m t=30cm REINF. CONCRETE SLAB -0.05m t=30cm BEDROOM FLOOR -1 BEDROOM FLOOR -1 REINF. CONCRETE DECK -3.50m t=15cm REINF. CONCRETE DECK -3.50m t=15cm BEDROOM FLOOR -1 BEDROOM FLOOR -1 REINF. CONCRETE SLAB -3.50m t=30cm REINF. CONCRETE SLAB -3.50m t=30cm INDUSTRIAL DECK INDUSTRIAL REINF.DECK CONCRETE DECK t=15cm -3.90m REINF. CONCRETE DECK -3.90m t=15cm
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F
G
H
S-5
E
S-4
D
S-3
C
S-2
B
S-1
A
I
50,36 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
RW01 REINF. CONCRETE RETAINING WALL t=36cm
HYDRAULIC PLATFORM PIT h=60cm
1
REINF. CONCRETE LOAD-BEARING WALL t=25cm
RAINWATER TANK
W16
W15
REINF. CONCRETE WALL t=16cm
METALLIC PILAR HEB 140
START OF STAIR FOOTING 0.6x0.5cm
REINF. CONCRETE ISOLATED FOOTING 1.3x2m / h=0.5m
METALLIC PILAR HEB 140
REINF. CONCRETE ISOLATED FOOTING 0.9x0.9m / h=0.5m
REINF. CONCRETE ISOLATED FOOTING 0.9x0.9m / h=0.5m REINF. CONCRETE BRACING BEAM 30x30cm
SW02 REINF. CONCRETE WALL t=25cm START OF STAIR FOOTING 0.8x0.5m
W20
REINF. CONCRETE RETAINING WALL t=25cm
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
PC07 REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.8x0.6m
S-7
W24
W22 1,5
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
W23
REINF. CONCRETE LOAD-BEARING WALL t=25cm
2 3,75
REINF. CONCRETE RETAINING WALL t=25cm
LIFT PIT h=50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
RW02
4
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W19
REINF. CONCRETE BRACING BEAM 30x30cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PM08
METALLIC PILAR HEB 140
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PM07 REINF. CONCRETE BRACING BEAM 40x40cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
3,33
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5,75
REINF. CONCRETE RETAINING WALL t=36cm
RW05
-4.20m
PC05
REINF. CONCRETE PILAR 25x50cm
27,34
REINFORCED CONCRETE FOOTINGS h=50cm / h=60cm
REINF. CONCRETE BRACING BEAM 40x40cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
PC04
REINF. CONCRETE PILAR 25x50cm
28,05
W06
REINF. CONCRETE BRACING BEAM 40x40cm
PC03
5,5
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE ISOLATED FOOTING 1.1x1.9m / h=0.5m
REINF. CONCRETE RETAINING WALL t=36cm
PM06
METALLIC PILAR HEB 140 3,33
2,98
SW02
REINF. CONCRETE ISOLATED FOOTING 0.9x0.9m / h=0.5m
PM05
S-8
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE BRACING BEAM 30x30cm
REINF. CONCRETE ISOLATED FOOTING 0.9x0.9m / h=0.5m
FOUNDATIONS LEVEL
REINF. CONCRETE BRACING BEAM 40x40cm
PC01
REINF. CONCRETE BRACING BEAM 30x30cm
2,17
2,52
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m
5,5
REINF. CONCRETE LOAD-BEARING WALL t=25cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
3
RW03
W05 REINF. CONCRETE LOAD-BEARING WALL t=25cm
RW06
W04
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
W21
2
S-9
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W13
START OF STAIR FOOTING 0.6x0.5cm
W14
3,05
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE WALL t=16cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
SW01
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W12
W03
W11
6
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW04
REINF. CONCRETE RETAINING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W30
W31
W32
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W28
W29
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W26
-3.95m
S-6
W27
REINFORCED CONCRETE FOOTINGS h=50cm / h=60cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
7,3
FOUNDATIONS LEVEL
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5,71
5
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
6
!"#$%&
!"#$%&'("$)*+,&$*-*1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
B
C
D
E
F
S-5
S-4
S-3
S-2
S-1 A
G
H
I
49,26 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
RW01
2
1
W03
3,5
REINF. CONCRETE LOAD-BEARING WALL t=25cm
SW01
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W16
W15
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W05
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PC01
S-8
REINF. CONCRETE PILAR 25x50cm
2,17
2,52
W04
W14
3,05
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
S-9
REINF. CONCRETE WALL t=16cm
W11
-3.90m -4.15m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W02 4,28
W13
INDUSTRIAL DECK REINFORCED CONCRETE DECK t=15cm
W12
6
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,75
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE RETAINING WALL t=36cm
SW02
PM05
PM06
METALLIC PILAR HEB 140
METALLIC PILAR HEB 140
3,33
2,98
5,5
REINF. CONCRETE WALL t=16cm
W06 REINF. CONCRETE LOAD-BEARING WALL t=15cm
PC04
PC03
REINF. CONCRETE PILAR 25x50cm
W23
W22
SW02 REINF. CONCRETE WALL t=25cm
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W21
REINF. CONCRETE RETAINING WALL t=25cm
PC07 REINF. CONCRETE PILAR 25x50cm
S-7
W24
REINF. CONCRETE LOAD-BEARING WALL t=25cm
2 3,75
REINF. CONCRETE LOAD-BEARING WALL t=25cm
RW02
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W19
METALLIC PILAR HEB 140
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PM08
METALLIC PILAR HEB 140
W20
3,33
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5,75
REINF. CONCRETE RETAINING WALL t=36cm
RW05
28,05
28,75
5,5
PM07
4
W09
REINF. CONCRETE RETAINING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,5
RW03
PC05
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
RW06
3
5
RW04
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W30
W31
W32
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W28
W29
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W27
-3.50m -3.75m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
BEDROOM FLOOR -1 REINFORCED CONCRETE DECK t=15cm
W26
7,3
5,71
S-6
REINF. CONCRETE RETAINING WALL t=25cm
BEDROOM FLOOR -1 REINFORCED CONCRETE SLAB t=30cm 6
-3.50m -3.90m
!"#$%$
!"#$%&'()%*%1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
A
B
C
D
E
F
G
H
I
49,26 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
RW01
GROUNDFLOOR TERRACE
REINF. CONCRETE RETAINING WALL t=36cm
0,9
1
REINF. CONCRETE LOAD-BEARING WALL t=25cm
S01
1
W17
W16
0,78
REINF. CONCRETE LOAD-BEARING WALL t=15cm
1,12
1
WATER TANK
2,76
W05
0,72
W04 REINF. CONCRETE
W15
3,05
W14
REINF. CONCRETE LOAD-BEARING WALL t=15cm
0,18
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE STAIR SLAB t=16cm
W12
±0.00m -0.35m 2
-0.05m -0.35m
3,42
INSTALLATIONS SHAFT
W03
REINF. CONCRETE LOAD-BEARING WALL t=15cm
GROUNDFLOOR REINFORCED CONCRETE SLAB t=35cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm 3,5
W02 4,28
W13
6
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,75
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINFORCED CONCRETE SLAB t=30cm
PC01
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE PILAR 25x50cm
5,5
METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
METALLIC WALKWAY
W06 REINF. CONCRETE LOAD-BEARING WALL t=15cm
PC04
PC03
LOAD-BEARING WALL t=25cm
W23
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE PILAR 25x25cm
W22
PC17
REINF. CONCRETE PILAR 25x25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm 2
PC16
REINF. CONCRETE PILAR 25x25cm
1,63
PC15
S03 REINF. CONCRETE STAIR SLAB t=25cm
W09 1,5
1,88
WALL GRID 4 - SEE SECTION 7
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
4,75
INSTALLATIONS SHAFT
RW05
W07 REINF. CONCRETE
1,98
W20
1,35
W24
0,25
W21
0,72
0,72
METALLIC PILAR HEB 140
4
3,75
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PM08
METALLIC PILAR HEB 140
REINF. CONCRETE PILAR 25x50cm
0,75
PM07 METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,48
PC05
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
0,72
W19
S02
2,98 3,13
METALLIC PILAR HEB 140
±0.00m -0.30m
WALL GRID B - SEE ELEVATION 5,75 2,97
PM06
METAL SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE RETAINING WALL t=36cm
RW05
28,05
28,75
5,5
3
PM05 METALLIC PILAR HEB 140
REINF. CONCRETE STAIR SLAB t=16cm
0,72
0,72
2,52
LOAD-BEARING WALL t=25cm
W08 REINF. CONCRETE LOAD-BEARING WALL t=25cm
GROUNDFLOOR TERRACE REINFORCED CONCRETE SLAB t=30cm
-0.05m -0.35m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5
GROUNDFLOOR TERRACE REINFORCED CONCRETE SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W31
W32
W33
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W28
W30
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W27
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W26
W29
REINF. CONCRETE LOAD-BEARING WALL t=25cm 6
W25
7,3
7,76
-0.05m -0.35m
!"#$%&
!"#"!$%&$'(()$*!+,$-$1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
A
B
C
D
E
F
G
H
I
49,26 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1,45
1
REINF. CONCRETE LOAD-BEARING WALL t=36cm
3,5
HYDRAULIC PLATFORM ROOF t=20cm
2,76
INSTALLATIONS FLOOR REINFORCED CONCRETE SLAB t=20cm
+2.95m +2.75m
2,51
REINF. CONCRETE LOAD-BEARING WALL t=25cm
10,03
W05
PC01
PC02
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
PC05
PC06
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
PC07
PC08
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
PC09
PC10
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
5,5
W04
1,27
W17
W15
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W14
2
4,62
REINF. CONCRETE LOAD-BEARING WALL t=25cm
+4.50m +4.30m
2,55
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,42
INSTALLATIONS SHAFT 0,9
1
W03
W12
+3.45m +3.15m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W02 4,28
REINF. CONCRETE LOAD-BEARING WALL t=15cm 3,05
ROOF FLOOR REINFORCED CONCRETE SLAB t=30cm
W13
6
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,75
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W01
W06 REINF. CONCRETE LOAD-BEARING WALL t=15cm 3
PC03
15,67
+2.95m +2.75m
INSTALLATIONS FLOOR
REINFORCED CONCRETE SLAB t=20cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W19
4,75
REINF. CONCRETE LOAD-BEARING WALL t=36cm
W18
28,05
28,75
5,5
REINF. CONCRETE PILAR 25x50cm
W07 1,98
REINF. CONCRETE LOAD-BEARING WALL t=25cm
LIFT PIT t=20cm
1,72 2
W09
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W22
+3.60m +3.15m
W24
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,75
+4.50m +4.30m
5
W10
W11 REINF. CONCRETE LOAD-BEARING WALL t=25cm
18,77
7,51
7,3
REINF. CONCRETE LOAD-BEARING WALL t=25cm
WOOD BEAMS 0.15x0.45cm
PC11
PC12
PC13
PC14
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
6
PM01
PM02
PM03
PM04
METALLIC PILAR 8cm
METALLIC PILAR 8cm
METALLIC PILAR 8cm
METALLIC PILAR 8cm
!"#$%&
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REINF. CONCRETE LOAD-BEARING WALL t=25cm
2,03
W21
2,03
4,5
2,03
REINF. CONCRETE LOAD-BEARING WALL t=25cm
2,03
W20
2,03
REINF. CONCRETE LOAD-BEARING WALL t=25cm
2,03
W23
2,03
1,75
2,03
WOODEN PERGOLA WOOD SLAB t=45cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
4
A
B
C
D
E
F
G
H
I
49,26 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
W02
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,13
29,18 6,1
6,1
2,53
1,13
2
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W17
W15
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W14
W05
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5,5
1,41
1,41
W04
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W03 REINF. CONCRETE LOAD-BEARING WALL t=25cm
W12
1,4
1,4
6
1,13
1,4
PW05 WOOD PILAR 25x15cm
1,41
W06 REINF. CONCRETE LOAD-BEARING WALL t=15cm
CLT PANEL 0.12m
WOOD PILAR 25x15cm
WOOD PILAR 25x15cm
1,41
W07
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W20
1,41
PW07
W21
28,05
28,75
5,5
WOOD JOIST 0.15x0.25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
WOOD BEAM 0.25x0.80cm REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,41
PW06
1,41
20,05
3
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W23 W09
W24
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W22
1,88
REINF. CONCRETE LOAD-BEARING WALL t=25cm
WOOD PILAR 25x15cm
3,75
1,88
PW08
REINF. CONCRETE LOAD-BEARING WALL t=25cm
4
1,12
5
W10
REINF. CONCRETE LOAD-BEARING WALL t=25cm
WOOD ROOF FLOOR WOOD SLAB t=92cm
7,3
+5.42m +4.50'5m
6
!"#$%&
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W11 REINF. CONCRETE LOAD-BEARING WALL t=25cm
6,1
5
6
4
3
2
1
28,05 7,3
3,75
5,5
WOOD PERGOLA
WOOD BEAMS 0.15x0.45cm
+3.45m
PM02
REINF. CONCRETE SLAB t=30cm
W19
METALLIC PILAR 8cm
3,15
6
ROOF FLOOR
WOOD SLAB t=45cm
0,45
+3.60m
5,5
REINF. CONCRETE LOAD-BEARING WALL t=25cm
5
6
4
3
2
1
28,05 7,3
5,5
-0.05m +3.60m
REINF. SLAB WOOD CONCRETE SLAB t=30cm t=45cm
W26 REINF. CONCRETE PM02LOAD-BEARING WALL t=25cm
REINF. CONCRETE PILAR 25x25cm
REINF. CONCRETE REINF. CONCRETE DECK RETAINING WALLt=25cm t=15cm
-3.95m
RW03
W07
0,4
REINF. CONCRETE RETAINING WALL RW04 t=25cm
BEDROOM FLOOR -1 -3.50m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
INDUSTRIAL DECK -3.90m
REINF. CONCRETE DECK t=15cm
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m
RW01
BEDROOM FLOOR -1
-3.50m
GROUNDFLOOR INDUSTRIAL DECK REINF. CONCRETE SLAB REINF. CONCRETE DECK ±0.00m t=35cm -3.90m t=15cm -4.20m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
0,350,4
W07 PC16
REINF. CONCRETE REINF. CONCRETE PILAR LOAD-BEARING25x25cm WALL STRIP FOOTING 0.9x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
3,15
REINF. CONCRETE RETAINING WALL REINF. CONCRETE W26t=25cm RW04 LOAD-BEARING WALL t=25cm
BEDROOM FLOOR -1 REINF. CONCRETE REINF. CONCRETE DECK GROUNDFLOOR TERRACE -3.50m REINF. t=15cmCONCRETE SLAB RETAINING WALLt=25cm -0.05m t=30cm -3.95m RW03
RW01
3,153,15
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE RETAINING WALL t=36cm
W19
BEDROOM FLOOR -1 REINF. CONCRETE SLAB t=30cm
6
PC16
METALLIC PILAR 8cm
-3.50m
5,5
GROUNDFLOOR REINF.FLOOR CONCRETE SLAB ROOF ±0.00m REINF. t=35cmCONCRETE SLAB +3.45m t=30cm
GROUNDFLOOR WOOD PERGOLATERRACE
WOOD BEAMS 0.15x0.45cm
0,45 0,35
3,75
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
SECTION 1
5
6
4
3
2
1
28,05 7,3
3,75 1,88
5,5 1,88
1,41
1,41
5,5 1,41
1,41
1,41
1,41
6 1,41
1,41
1,4
1,4
WOOD ROOF FLOOR 0,12 0,8
WOOD JOIST 0.15x0.25cm
WOOD BEAM 0.25x0.80cm
+4.50m
ROOF FLOOR INSTA. FLOOR 5
4
3
7,3
3,75 1,41
1,41
INDUSTRIAL DECK REINF. CONCRETE DECK
-3.90m t=15cm
PM06
REINF. CONCRETE RETAINING RW02 WALL t=25cm
INDUSTRIAL DECK REINF. CONCRETE DECK
-3.90m t=15cm
METALLIC PILAR HEB 140 REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m FOOTING 1.5x0.5m
REINF. CONCRETE RETAINING WALL t=36cm
METALLIC PILAR HEB 140 REINF. CONCRETE REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP BRACING BEAM ISOLATED FOOTING FOOTING 1.5x0.5m 30x30cm 0.9x0.9m / h=0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW01
PM08 -4.20m
METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
REINF. CONCRETE RETAINING WALL t=36cm
+2.95m
W04
W07
S03
±0.00
REINF. CONCRETE RETAINING RW02 WALL t=25cm
INSTA. FLOOR
RW01
METALLIC PILAR HEB 140 REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE STAIR SLAB t=25cm
PM06
METALLIC PILAR HEB 140
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE DECK t=15cm
-3.95m
1,4
REINF. CONCRETE SLAB t=20cm
PM08
METALLIC WALKWAY
W07
BEDROOM FLOOR -1 -3.50m
1,4
+4.50m
METAL SLAB t=30cm
-4.20m REINF. CONCRETE REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP BRACING BEAM ISOLATED FOOTING FOOTING 1.5x0.5m 30x30cm 0.9x0.9m / h=0.5m
S-2
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
S-1
0,4
1,41
METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
±0.00
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE RETAINING WALL RW04 t=25cm
1,41
METALLIC WALKWAY METAL SLAB t=30cm
REINF. CONCRETE STAIR SLAB t=25cm
BEDROOM FLOOR -1
-3.50m
1,41
WOOD JOIST 0.15x0.25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
3,15
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,41
WOOD ROOF FLOOR
S03
0,350,4
REINF. CONCRETE RETAINING WALL RW04 t=25cm W29
BEDROOM FLOOR -1 GROUNDFLOOR REINF. CONCRETE DECK -3.50m REINF. t=15cmCONCRETE SLAB ±0.00m t=35cm -3.95m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
BEDROOM FLOOR -1
W10
3,15 3,15
PC12 REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL t=25cm PILAR 25x50cm
REINF. CONCRETE SLAB t=30cm
1,41
WOOD SLAB
W29
-3.50m
1,41
+5.42m t=92cm
W10
t=35cmCONCRETE SLAB ±0.00m REINF. +3.45m t=30cm
1
6
W04
0,8 3,15 0,12
WOOD BEAM 0.25x0.80cm
0,9
1,88
5,5
CLT PANEL 0.12m
GROUNDFLOOR REINF.FLOOR CONCRETE SLAB ROOF
0,45 0,35
1,88
REINF. CONCRETE SLAB t=20cm
+2.95m
5,5
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
PC12
SECTION 2
2
28,05
W03
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
+3.45m
6
W03
0,9 0,45
WOOD SLAB +5.42m t=92cm
CLT PANEL 0.12m
!"#$%&
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REINF. CONCRETE REINF. CONCRETE LOAD-BEARING WALL STRIP LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
1,88
1,88
1,41
1,41
1,41
1,41
1,41
1,41
1,41
1,41
1,4
1,4
WOOD ROOF FLOOR
0,8
0,12
CLT PANEL 0.12m WOOD BEAM 0.25x0.80cm
WOOD SLAB t=92cm
WOOD JOIST 0.15x0.25cm
+4.50m
ROOF FLOOR
0,9
+3.45m
6
REINF. CONCRETE SLAB t=30cm
5
3
4
2
1
28,05 7,3
3,75
REINF. CONCRETE PILAR 25x50cm
1,88
5,5 1,88
1,41
1,41
0,8 3,15 0,12
WOOD BEAM 0.25x0.80cm
0,9
1,41
1,41
1,41
1,41
1,41
1,4
1,4
+5.42m
WOOD SLAB t=92cm
WOOD JOIST 0.15x0.25cm
+4.50m
GROUNDFLOOR REINF. CONCRETE SLAB ROOF FLOOR
GROUNDFLOOR TERRACE
±0.00m t=35cm REINF. CONCRETE SLAB +3.45m t=30cm
0,45 0,35
1,41
6
WOOD ROOF FLOOR CLT PANEL 0.12m
W30
5,5
-0.05m
REINF. CONCRETE
REINF. CONCRETE SLAB t=30cm
W24
PC04
REINF. CONCRETE LOAD-BEARING WALL t=25cm
LOAD-BEARING WALL t=25cm PC13
W16
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,153,15
REINF. CONCRETE PILAR 25x50cm
BEDROOM FLOOR -1
0,350,4
REINF. CONCRETE RETAINING WALL REINF. CONCRETE W30 t=25cm RW04 LOAD-BEARING WALL t=25cm
BEDROOM FLOOR -1 GROUNDFLOOR REINF. CONCRETE DECK -3.50m REINF. t=15cmCONCRETE SLAB ±0.00m t=35cm -3.95m
GROUNDFLOOR INDUSTRIAL DECKTERRACE
RW01
REINF. CONCRETE SLAB t=30cm
-3.50m
REINF.CONCRETE CONCRETEDECK SLAB REINF.
-0.05m t=30cm -3.90m t=15cm
W24
REINF. CONCRETE LOAD-BEARING REINF. CONCRETE WALL t=25cm LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
PC04
-4.20m
W16
REINF. CONCRETE PILAR REINF. CONCRETE 25x50cm ISOLATED FOOTING 1.1x1.9m / h=0.5m
REINF. CONCRETE LOAD-BEARING WALL REINF. CONCRETE t=25cm LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE ISOLATED FOOTING 1.1x1.9m / h=0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
3,15
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
BEDROOM FLOOR -1 REINF. CONCRETE SLAB t=30cm
BEDROOM FLOOR -1 REINF. CONCRETE DECK t=15cm
INDUSTRIAL DECK REINF. CONCRETE DECK
-3.90m t=15cm
-3.95m
REINF. CONCRETE RETAINING WALL RW04 t=25cm
RW01
-3.50m
0,4
-3.50m
REINF. CONCRETE RETAINING WALL t=36cm
PC13
REINF. CONCRETE RETAINING WALL t=36cm
0,45
+5.42m
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
SECTION 3
5
6
4
3
2
1
28,05 7,3
3,75 1,88
5,5 1,88
1,41
1,41
5,5 1,41
1,41
1,41
1,41
6 1,41
1,41
1,4
1,4
WOOD ROOF FLOOR
0,8
0,12
CLT PANEL 0.12m
WOOD BEAM 0.25x0.80cm
+5.42m WOOD JOIST 0.15x0.25cm
+4.50m W20
0,9
REINF. CONCRETE LOAD-BEARING WALL t=25cm
GROUNDFLOOR ±0.00m
REINF. CONCRETE SLAB t=35cm
1,41
1,41
1,4
1,4
GROUNDFLOOR TERRACE -0.05m
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
W07
REINF. CONCRETE RETAINING WALL t=25cm RW02
REINF. CONCRETE STAIR SLAB t=16cm
-2.04m
GROUNDFLOOR ±0.00m
REINF. CONCRETE SLAB t=35cm
SW02
REINF. CONCRETE WALL t=16cm START OF STAIR FOOTING 0.6x0.5cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE STAIRS LOAD-BEARING WALL23 STRIP FOOTING 28x16.9cm 1.5x0.5m
3,15
-2.04m
GROUNDFLOOR INDUSTRIAL DECKTERRACE REINF.CONCRETE CONCRETEDECK SLAB REINF.
-0.05m t=15cm t=30cm -3.90m -4.20m
REINF. CONCRETE S01 LOAD-BEARING WALL STRIP FOOTING REINF. CONCRETE 1.5x0.5m STAIR SLAB t=16cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE DECK t=15cm
REINF. CONCRETE RETAINING WALL t=25cm RW02
REINF. CONCRETE WALL t=16cm START OF STAIR FOOTING 0.6x0.5cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
S-4
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
INDUSTRIAL DECK
SW02
-3.95m
S-3
0,4
REINF. CONCRETE RETAINING WALL RW04 t=25cm
BEDROOM FLOOR -1 -3.50m
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REINF. CONCRETE DECK
-3.90m t=15cm
RW01
BEDROOM FLOOR -1
-3.50m
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
t=15cmCONCRETE SLAB REINF. t=30cm
W11
BEDROOM FLOOR -1 REINF. CONCRETETERRACE DECK GROUNDFLOOR
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,15 3,15
REINF. CONCRETE RETAINING WALL REINF. CONCRETE W31 t=25cm RW04 LOAD-BEARING WALL t=25cm
-3.50m -0.05m -3.95m
S01
23 STAIRS 28x16.9cm
RW01
+2.95m
REINF. CONCRETE SLAB t=30cm
-3.50m
REINF. CONCRETE SLAB t=20cm
REINF. CONCRETE RETAINING WALL t=36cm
W31 REINF. CONCRETE
BEDROOM FLOOR -1
SECTION 4
1,41
W05
+4.50m
1,41
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,41
W05
1,41
WOOD SLAB t=92cm
6
INSTA. FLOOR LOAD-BEARING WALL t=25cm
0,350,4
1,41
WOOD ROOF FLOOR +5.42m
1
5,5
W06
W07
W20
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,41
2
REINF. CONCRETE LOAD-BEARING WALL t=15cm
0,45 0,35
-0.05m
REINF. CONCRETE SLAB t=30cm
1,88
REINF. CONCRETE LOAD-BEARING WALL t=25cm
0,9
GROUNDFLOOR TERRACE
5,5
WOOD JOIST 0.15x0.25cm
W11
0,8 3,15 0,12
WOOD BEAM 0.25x0.80cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
1,88
CLT PANEL 0.12m
3
REINF. CONCRETE SLAB 28,05 t=20cm
+2.95m 3,75
REINF. CONCRETE LOAD-BEARING WALL t=25cm
INSTA. FLOOR
4
7,3
REINF. CONCRETE LOAD-BEARING WALL t=15cm
5
6
W06
0,45
WOOD SLAB t=92cm
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
5
6
4
3
2
1
28,05 7,3
3,75
5,5
5,5
6
ROOF FLOOR 0,45
+3.45m PC09
REINF. CONCRETE SLAB t=30cm
PC05
PC07
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE PILAR 25x50cm
PC01 REINF. CONCRETE PILAR 25x50cm
3,15
REINF. CONCRETE PILAR 25x50cm
GROUNDFLOOR
GROUNDFLOOR TERRACE 0,35
-0.05m
REINF. CONCRETE SLAB
REINF. CONCRETE SLAB t=30cm
±0.00m t=35cm
W32 REINF. CONCRETE
REINF. CONCRETE DECK t=15cm
-3.95m
INDUSTRIAL DECK -3.90m
REINF. CONCRETE RETAINING WALL t=25cm RW02
REINF. CONCRETE DECK t=15cm
REINF. CONCRETE RETAINING WALL t=36cm
0,4
REINF. CONCRETE RETAINING WALL RW04 t=25cm
BEDROOM FLOOR -1 -3.50m
RW01
REINF. CONCRETE SLAB t=30cm
W07
BEDROOM FLOOR -1
-3.50m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,15
LOAD-BEARING WALL t=25cm
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.9x0.5m
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
S-5
SECTION 5
!"#$%$
!"#$%&'"%#()%'*!+,$)-)).)1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
0,12
0.12m
0,8
WOOD JOIST 0.15x0.25cm
0,9
A WOOD BEAMS
W11 ROOF FLOOR
WOOD SLAB t=45cm B
0.15x0.45cm
C
D
E
F
+3.45m
W10
6,1
6,1
6,1
6,1
+5.42m WOOD JOIST 0.15x0.25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
W33
RW06 REINF. CONCRETE RETAINING WALL t=36cm
W33
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW06 REINF. CONCRETE RETAINING WALL t=36cm
RW06
WALL t=36cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
-3.95m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
PC10
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W32
REINF. CONCRETE PILAR 25x50cm
RW06
W31
REINF. CONCRETE DECK t=15cm
PC09
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W31
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
-3.50m
RW05 REINF. CONCRETE RETAINING
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE PILAR 25x50cm
W11
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
BEDROOM FLOOR -1
W30
W29
W28
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
BEDROOM FLOOR -1 GROUNDFLOOR REINF. CONCRETE DECK -3.50m REINF. t=15cmCONCRETE SLAB ±0.00m t=35cm -3.95m
W30
W29
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W28
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
W27
W25
W10
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W27
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
W26
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m REINF. CONCRETE LOAD-BEARING WALL t=25cm
W25
REINF. CONCRETE SLAB -0.05m t=30cm RW05 REINF. CONCRETE RETAINING WALL t=36cm
W26
REINF. CONCRETE LOAD-BEARING WALL t=25cm
GROUNDFLOOR TERRACE
PC10
WOOD SLAB t=92cm
GROUNDFLOOR REINF. CONCRETE SLAB ROOF FLOOR ±0.00m t=35cm REINF. CONCRETE SLAB +3.45m t=30cm
REINF. CONCRETE SLAB WOOD SLAB -0.05m +3.60m t=30cm t=45cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
0,9
WOOD BEAMS 0.15x0.45cm
REINF. CONCRETE PILAR 25x50cm
6,1
+4.50m
GROUNDFLOOR TERRACE WOOD PERGOLA
0,45 0,35
I
PC09
W32
0,8 3,15 0,12
WOOD BEAM 0.25x0.80cm
3,153,15
H
6,1
WOOD ROOF FLOOR
CLT PANEL 0.12m
0,350,4
G
REINF. CONCRETE LOAD-BEARING WALL t=25cm
6,1
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,15
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE SLAB t=30cm
48,8 6,1
0,4
t=92cm
+4.50m
WOOD PERGOLA +3.60m
0,45
+5.42m
WOOD BEAM 0.25x0.80cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
SECTION 6
A
B
C
D
E
F
G
H
I
48,8 6,1
6,1
0,12 0,8
WOOD BEAM 0.25x0.80cm
0,9
6,1
A WOOD BEAMS
LIFT ROOF t=20cm
WOOD PILAR 25x15cm B
C
D
RW02 E
F
REINF. CONCRETE SLAB t=30cm
6,1
6,1
6,1
6,1
H
I
WOOD ROOF FLOOR
+3.60m WOOD BEAMS 0.15x0.45cm
WOOD SLAB t=45cm
+5.42m WOOD JOIST 0.15x0.25cm
REINF. CONCRETE PILAR 25x50cm
+4.50m GROUNDFLOOR
PW08
LIFT ROOF t=20cm
WOOD PILAR 25x15cm
RW02
REINF. CONCRETE SLAB ROOF FLOOR ±0.00m t=35cm REINF. CONCRETE SLAB +3.45m t=30cm
REINF. CONCRETE RETAINING WALL t=25cm
REINF. CONCRETE STAIR SLAB t=25cm
-3.00m
BEDROOM FLOOR -1 GROUNDFLOOR REINF. CONCRETE DECK -3.50m REINF. t=15cmCONCRETE SLAB ±0.00m t=35cm -3.95m
W24
REINF. CONCRETE
SW03 WALL t=25cm
S03
REINF. CONCRETE STAIR SLAB t=25cm
21 STAIRS 28X16.6CM
-3.00m SW03 WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.8x0.6m
BEDROOM FLOOR -1
W24
REINF. CONCRETE
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
-3.50m
REINF. CONCRETE PILAR 25x50cm
RW06
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW06
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W23
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE DECK -3.90m t=15cm
W22
INDUSTRIAL DECK
REINF. CONCRETE LOAD-BEARING WALL t=25cm
3,15
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
START OF STAIR FOOTING 0.8x0.5m
PC10
REINF. CONCRETE RETAINING WALL t=36cm
W08 LIFT PIT h=50cm
RW05
REINF. CONCRETE PILAR 25x50cm
RW06
S03 21 STAIRS 28X16.6CM
PC09
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W23
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W22
3,153,15
REINF. CONCRETE DECK -3.90m t=15cm
REINF. CONCRETE PILAR 25x50cm
WOOD SLAB t=92cm
W08
INDUSTRIAL DECK
PC10
6,1
REINF. CONCRETE RETAINING WALL t=36cm
0,8 3,15 0,12 0,9
WOOD PERGOLA
PC09
6,1
REINF. CONCRETE RETAINING WALL t=36cm
6,1
-4.20m
0,4
+3.45m
G
48,8
WOOD BEAM 0.25x0.80cm
REINF. CONCRETE RETAINING WALL t=36cm
WOOD SLAB t=92cm
ROOF FLOOR
REINF. CONCRETE RETAINING WALL t=25cm
CLT PANEL 0.12m
REINF. CONCRETE RETAINING WALL t=36cm
6,1
+4.50m
PW08
WOOD SLAB t=45cm
0.15x0.45cm
RW05
SECTION 7
6,1
WOOD ROOF FLOOR
REINF. CONCRETE LOAD-BEARING WALL t=25cm
0,45
6,1
+5.42m WOOD JOIST 0.15x0.25cm
WOOD PERGOLA
6,1
0,45 0,35
6,1
CLT PANEL 0.12m
+3.60m
0,350,4
6,1
REINF. CONCRETE DECK t=15cm
RW06
REINF. CONCRETE RETAINING WALL t=36cm
-3.95m
-4.20m LIFT PIT h=50cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
START OF STAIR FOOTING 0.8x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
S-7 S-6
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REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 0.8x0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
0,12
0.12m
0,8
WOOD JOIST 0.15x0.25cm
A
B
+3.45m
+4.50m W05
W04
ROOF FLOOR
0,9
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE SLAB t=30cm
REINF. CONCRETE LOAD-BEARING WALL
C
D
E
G t=25cm
F
H
I
48,8 6,1
6,1
6,1
PC01
6,1
WOOD SLAB t=92cm
CLT PANEL 0.12m
W19
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE REINF. CONCRETE RETAINING LOAD-BEARING WALL t=36cm WALL t=36cm
W18 RW05
METAL SLAB t=30cm
PC02 REINF. CONCRETE PILAR 25x50cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
METAL SLAB t=30cm INDUSTRIAL DECK ±0.00 REINF. CONCRETE DECK -3.90m t=15cm
METALLIC BEAMS IPE 300 METALLIC JOISTS IPE 200
REINF. CONCRETE SLAB
PC01 REINF. CONCRETE PILAR 25x50cm
W05
±0.00
METALLIC WALKWAY GROUNDFLOOR ±0.00m t=35cm
REINF. CONCRETE PILAR 25x50cm
RW06
±0.00m t=35cm REINF. CONCRETE SLAB +3.45m t=30cm
PC02
REINF. CONCRETE PILAR 25x50cm
+4.50m METALLIC WALKWAY
W04
METALLIC BEAMS IPE 300 REINF. CONCRETE METALLIC JOISTS IPE 200 LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W18
GROUNDFLOOR ROOF FLOOR REINF. CONCRETE SLAB
6,1
+5.42m WOOD JOIST 0.15x0.25cm
W21
WOOD BEAM 0.25x0.80cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL t=36cm
0,8 3,15 0,12 0,9
6,1
WOOD ROOF FLOOR
0,45 0,35 3,15 3,15 0,35 0,4
6,1
REINF. CONCRETE RETAINING WALL t=36cm
6,1
W20
0,45
+5.42m
WOOD BEAM 0.25x0.80cm
REINF. CONCRETE BRACING BEAM 40x40cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW06
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE DECK
W21
INDUSTRIAL DECK -3.90m t=15cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
W20
W19
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE RETAINING WALL t=36cm
RW05
3,15 0,4
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL t=25cm
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
-4.20m REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 2x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
REINF. CONCRETE ISOLATED FOOTING 2x2.3m / h=0.6m
REINF. CONCRETE BRACING BEAM 40x40cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
SECTION 8
A
B
C
D
E
F
G
H
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
WOOD ROOF FLOOR 0,12
CLT PANEL 0.12m
0,8
WOOD BEAM 0.25x0.80cm
WOOD JOIST 0.15x0.25cm
A
B
+3.45m
REINF. CONCRETE SLAB t=30cm
WOOD SLAB t=92cm
+4.50m
ROOF FLOOR
0,9 0,45
+5.42m
C
D
HYDRAULIC PLATFORM ROOF t=20cm
INSTA. FLOOR REINF. CONCRETE ESLAB t=20cm
REINF. CONCRETE LOAD-BEARING WALL t=36cm
6,1
G
6,1
6,1
H
6,1
I
6,1
WOOD ROOF FLOOR
WOOD BEAM 0.25x0.80cm
W18
0,8 3,15 0,12
6,1
CLT PANEL 0.12m
+5.42m WOOD JOIST 0.15x0.25cm
WOOD SLAB t=92cm
+4.50m GROUNDFLOOR
HYDRAULIC PLATFORM ROOF t=20cm
ROOF FLOOR +3.45m
0,45 0,35
0,9
6,1
F
48,8
+2.95m 6,1
REINF. CONCRETE SLAB t=30cm
GROUNDFLOOR TERRACE
REINF. CONCRETE SLAB t=35cm ±0.00m FLOOR INSTA.
-0.05m
REINF. CONCRETE SLAB t=20cm
REINF. CONCRETE SLAB t=30cm
HYDRAULIC PLATFORM PIT h=60cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
START OF STAIR FOOTING 0.6x0.5cm
REINF. CONCRETE SLAB t=30cm
RW06
GROUNDFLOOR TERRACE -0.05m
REINF. CONCRETE RETAINING WALL t=36cm
W16
REINF. CONCRETE LOAD-BEARING WALL t=25cm
W15
REINF. CONCRETE LOAD-BEARING WALL t=15cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
RW06
RAINWATER TANK
REINF. CONCRETE RETAINING WALL t=36cm
REINF. CONCRETE DECK
W16
INDUSTRIAL DECK -3.90m t=15cm
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
W15
REINF. CONCRETE WALL t=16cm SW01
W14
REINF. CONCRETE STAIR SLAB t=16cm
W13
-2.04m
S01
REINF. CONCRETE LOAD-BEARING WALL t=15cm
-4.95m 23 STAIRS 28x16.9cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W11
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE RETAINING WALL t=36cm
RW05
3,15 0,4
SECTION 9
START OF STAIR FOOTING 0.6x0.5cm
RAINWATER TANK
-4.20m
HYDRAULIC PLATFORM PIT h=60cm REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
GROUNDFLOOR INDUSTRIAL DECK SLAB REINF. CONCRETE ±0.00m REINF. t=35cmCONCRETE DECK -3.90m t=15cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W13
REINF. CONCRETE WALL t=16cm SW01
W14
-2.04m
REINF. CONCRETE STAIR SLAB t=16cm
REINF. CONCRETE LOAD-BEARING WALL t=15cm
23 STAIRS 28x16.9cm
S01
REINF. CONCRETE LOAD-BEARING WALL t=15cm
W11
REINF. CONCRETE LOAD-BEARING WALL t=25cm
REINF. CONCRETE REINF. CONCRETE RETAINING LOAD-BEARING WALL t=36cm WALL t=36cm
W18 RW05
0,350,4
3,15 3,15
+2.95m
-4.20m
-4.95m
REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.5x0.5m
S-9 S-8
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REINF. CONCRETE LOAD-BEARING WALL STRIP FOOTING 1.9x0.6m
GROUNDFLOOR REINF. CONCRETE SLAB t=35cm ±0.00m
METALLIC WALKWAY METAL SLAB t=30cm ±0.00m
R04 R03
M06
METALLIC PILAR HEB 140
M05
M01
M02
M03
METALLIC BEAM IPE 300
C02 C01 INDUSTRIAL DECK REINF. CONCRETE DECK t=15cm -3.90m
0x M03 M02
WOOD W01- Cross-laminated timber (CLT) board, made by glueing together and perpendicullary oriented 5 layers of solid-wood (30-20-20-20-30mm). t=120mm W02- Lag screw every 30cm, to join the CLT board with the timber beams and joists. W03- Concealed bracket with holes by Rothoblaas. Timber-to-timber and timber-to-concrete shear joint. W04- Self-drilling dowels to fix the profile’s web with timber joist and beams. ø7,5x115mm W05- LBS screws to fix the profile’s glange with the timber beam. ø5x60mm CONCRETE C01- Shear nail; clean surface, rough and moistened before concrete work. C02- Polystyrene foam for expansion joint.
WELDED MESH
COMPACTED GROUND
REINFORCED CONCRETE DECK T=15CM
BLINDING CONCRETE T=10CM
COMPACTED GROUND
R01 SUPPORT WEDGES
SUPPORT WEDGES
R10
CONCRETE BASE T=50MM
R02
BACKFILL DRAINATGE DITCH WITH GRAVEL
-4.20m REINF. CONCRETE ISOLATED FOOTING 0.9X0.9M | H=0.5M
R09- Wire mesh. R10- Stirrups reinforcement.
C03- Raindrop. STEEL REINFORCEMENT R01- Lower footing reinforcement. R02- Upper footing reinforcement. R03- Lower slab reinforcement. R04- Upper slab reinforcement. R05- Wall reinforcement. R06- Stair footing reinforcement. R07- Lower stair reinforcement. R08- Upper stair reinforcement. R11- Steel connector for concrete union.
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METAL M01- Steel base plate with holes, welded to metallic pilars and beams. M02- Levelling mortar Sika grout type or similar. M03- Anchor bolts for concrete M04- SKR self-drilling screw for concrete with chemical achor. M05- Gusset plate, welded to connect metallic beams and plate in slab. M06- Gusset plate welded to metallic beams in each pilar.
WOOD ROOF FLOOR WOOD SLAB t=92cm +5.42m
WOOD PERGOLA WOOD SLAB t=45cm +3.60m
ROOF FLOOR REINF. CONCRETE SLAB t=30cm +3.45m W03
W03
W04
W01
W02
W03
W04
W05
CLT BOARD T= 12CM
WOOD JOIST 15X25CM
W04
M04
W05
WOOD BEAMS 15X45CM
M04
METALLIC PILAR 8CM
M01
REINF. CONCRETE WALL T=25CM
R04
W04
R03
M03
C01
WOOD BEAM 25X80CM
R05
REINF. CONCRETE WALL T= 25CM
M02
M03 R05
M01 M03 M02
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB t=30cm -0.05m
R04 R03 C03
WOOD W01- Cross-laminated timber (CLT) board, made by glueing together and perpendicullary oriented 5 layers of solid-wood (30-20-20-20-30mm). t=120mm W02- Lag screw every 30cm, to join the CLT board with the timber beams and joists. W03- Concealed bracket with holes by Rothoblaas. Timber-to-timber and timber-to-concrete shear joint. W04- Self-drilling dowels to fix the profile’s web with timber joist and beams. ø7,5x115mm W05- LBS screws to fix the profile’s glange with the timber beam. ø5x60mm CONCRETE C01- Shear nail; clean surface, rough and moistened before concrete work. C02- Polystyrene foam for expansion joint.
R09- Wire mesh. R10- Stirrups reinforcement.
C03- Raindrop. STEEL REINFORCEMENT R01- Lower footing reinforcement. R02- Upper footing reinforcement. R03- Lower slab reinforcement. R04- Upper slab reinforcement. R05- Wall reinforcement. R06- Stair footing reinforcement. R07- Lower stair reinforcement. R08- Upper stair reinforcement. R11- Steel connector for concrete union.
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METAL M01- Steel base plate with holes, welded to metallic pilars and beams. M02- Levelling mortar Sika grout type or similar. M03- Anchor bolts for concrete M04- SKR self-drilling screw for concrete with chemical achor. M05- Gusset plate, welded to connect metallic beams and plate in slab. M06- Gusset plate welded to metallic beams in each pilar.
WOOD ROOF FLOOR WOOD SLAB t=92cm +5.42m STAIR LANDING REINF. CONCRETE SLAB t=18cm -2.04m
WOOD PERGOLA WOOD SLAB t=45cm +3.60m
R08 R09
ROOF FLOOR REINF. CONCRETE SLAB t=30cm +3.45m
R07
W03 W03 R11
W04
W01
W02
W03
W04
W05
CLT BOARD T= 12CM
WOOD JOIST 15X25CM
W04
M04
W05
WOOD BEAMS 15X45CM
M04
METALLIC PILAR 8CM
REINF. CONCRETE WALL T=25CM
M01
W04 M03 WOOD BEAM 25X80CM REINF. CONCRETE WALL T= 25CM
R04 BEDROOM FLOOR -1 REINF. CONCRETE DECK t=15cm -3.50m
R03 C01 R05
M02
M03
INDUSTRIAL DECK REINF. CONCRETE DECK t=15cm -3.90m
R05
REINF. CONCRETE STAIR SLAB T=16CM
R11
-4.20m
REINF. CONCRETE WALL T=16CM
R05 C01 INDUSTRIAL DECK REINF. CONCRETE DECK t=15cm -3.90m
C02
R05
SUPPORT WEDGES BLINDING CONCRETE T=10CM
R01 SUPPORT WEDGES BLINDING CONCRETE T=10CM
R04
COMPACTED GROUND
R03
COMPACTED GROUND
WOOD W01- Cross-laminated timber (CLT) board, made by glueing together and perpendicullary oriented 5 layers of solid-wood (30-20-20-20-30mm). t=120mm W02- Lag screw every 30cm, to join the CLT board with the timber beams and joists. W03- Concealed bracket with holes by Rothoblaas. Timber-to-timber and timber-to-concrete shear joint. W04- Self-drilling dowels to fix the profile’s web with timber joist and beams. ø7,5x115mm W05- LBS screws to fix the profile’s glange with the timber beam. ø5x60mm CONCRETE C01- Shear nail; clean surface, rough and moistened before concrete work. C02- Polystyrene foam for expansion joint.
WELDED MESH
R06
C03
R09- Wire mesh. R10- Stirrups reinforcement.
C03- Raindrop. STEEL REINFORCEMENT R01- Lower footing reinforcement. R02- Upper footing reinforcement. R03- Lower slab reinforcement. R04- Upper slab reinforcement. R05- Wall reinforcement. R06- Stair footing reinforcement. R07- Lower stair reinforcement. R08- Upper stair reinforcement. R11- Steel connector for concrete union.
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METAL M01- Steel base plate with holes, welded to metallic pilars and beams. M02- Levelling mortar Sika grout type or similar. M03- Anchor bolts for concrete M04- SKR self-drilling screw for concrete with chemical achor. M05- Gusset plate, welded to connect metallic beams and plate in slab. M06- Gusset plate welded to metallic beams in each pilar.
SUPPORT WEDGES
R02
CONCRETE BASE T=50MM
-3.90m
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB t=30cm -0.05m
BACKFILL DRAINATGE DITCH WITH GRAVEL
M02 REINF. CONCRETE LIFT PIT FOOTING 2.75X2.75M | H=0.5M
R10 R10
COMPACTED GROUND
WELDED MESH
REINFORCED CONCRETE DECK T=15CM
SUPPORT WEDGES
REINF. CONCRETE START OF STAIR FOOTING 0.6X0.5M
CONCRETE BASE T=50MM
BACKFILL DRAINATGE DITCH WITH GRAVEL
-4.20m
LIFT PIT H= 50CM -4.95m
COMPACTED GROUND
M01 REINF. CONCRETE RETAINING WALL T= 25CM M03
REINFORCED CONCRETE DECK T=15CM
C01
WOOD ROOF FLOOR WOOD SLAB t=92cm +5.42m
BEDROOM BEDROOM FLOOR -1 FLOOR -1 REINF. CONCRETE REINF. CONCRETE DECK DECK t=15cm t=15cm -3.50m -3.50m
C01
C01
C02
C02
WOOD PERGOLA WOOD SLAB t=45cm +3.60m
ROOF FLOOR REINF. CONCRETE SLAB t=30cm +3.45m W03
W01
W02
W03
W04
W05
BEDROOM FLOOR -1 BEDROOM FLOOR -1 REINF. CONCRETE DECK DECK REINF. CONCRETE t=15cm t=15cm -3.50m -3.50m
REINF. CONCRETE WALL T=25CM
R01
SUPPORT WEDGESWEDGES SUPPORT BLINDING BLINDING CONCRETE CONCRETE T=10CM T=10CM COMPACTED COMPACTED GROUNDGROUND
M01 M03 M02
GROUNDFLOOR TERRACE REINF. CONCRETE SLAB t=30cm -0.05m
R04 R03 C03
WOOD W01- Cross-laminated timber (CLT) board, made by glueing together and perpendicullary oriented 5 layers of solid-wood (30-20-20-20-30mm). t=120mm W02- Lag screw every 30cm, to join the CLT board with the timber beams and joists. W03- Concealed bracket with holes by Rothoblaas. Timber-to-timber and timber-to-concrete shear joint. W04- Self-drilling dowels to fix the profile’s web with timber joist and beams. ø7,5x115mm W05- LBS screws to fix the profile’s glange with the timber beam. ø5x60mm CONCRETE C01- Shear nail; clean surface, rough and moistened before concrete work. C02- Polystyrene foam for expansion joint.
R09- Wire mesh. R10- Stirrups reinforcement.
C03- Raindrop. STEEL REINFORCEMENT R01- Lower footing reinforcement. R02- Upper footing reinforcement. R03- Lower slab reinforcement. R04- Upper slab reinforcement. R05- Wall reinforcement. R06- Stair footing reinforcement. R07- Lower stair reinforcement. R08- Upper stair reinforcement. R11- Steel connector for concrete union.
!"#$%&
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METAL M01- Steel base plate with holes, welded to metallic pilars and beams. M02- Levelling mortar Sika grout type or similar. M03- Anchor bolts for concrete M04- SKR self-drilling screw for concrete with chemical achor. M05- Gusset plate, welded to connect metallic beams and plate in slab. M06- Gusset plate welded to metallic beams in each pilar.
REINFORCED CONCRETE DECK T=15CM
R10
COMPACTED GROUND
R10 R01
SUPPORT WEDGES REINFORCED CONCRETE DECK T=15CM
R02
WELDED MESH COMPACTED GROUND
COMPACTED COMPACTED GROUNDGROUND
R02
CONCRETE BASE T=50MM
BLINDING CONCRETE BLINDING CONCRETE T=10CM T=10CM
-3.95m -3.95m REINF. CONCRETE REINF. CONCRETE LOAD-BEARING LOAD-BEARING WALL STRIP WALL FOOTING STRIP FOOTING 0.9X0.5M0.9X0.5M
CONCRETE BASE T=50MM WELDED MESH
M03 R05
SUPPORT SUPPORT WEDGESWEDGES
R04
R05
BACKFILL SUPPORT DRAINATGE WEDGES DITCH WITH GRAVEL
R01
M01
BACKFILL DRAINATGE DITCH WITH GRAVEL
R01
M04
R04
M02
CONCRETE BASE T=50MM
R10
REINF. CONCRETE WALL -4.20m -4.20m T= 25CM
BACKFILL DRAINATGE DITCH WITH GRAVEL
R10
R03
R04
C01
REINFORCED CONCRETE DECK T=15CM BACKFILL DRAINATGE DITCH WITH GRAVEL
R02
W05
R03
W04 M04
R03
WELDED MESH
R02
C01
M03
COMPACTED GROUND CONCRETE BASE T=50MM
REINF. CONCRETE REINF. CONCRETE LOAD-BEARING LOAD-BEARING WALL STRIP WALL FOOTING STRIP FOOTING 1.5X0.6M1.5X0.6M
C01
W04
WOOD BEAM 25X80CM
WELDED MESH COMPACTED GROUND
REINF. CONCRETE RETAINING REINF. CONCRETE RETAINING WALL WALL T= 25CMT= 25CM
WOOD BEAMS BEDROOM FLOOR -1 BEDROOM FLOOR -1 15X45CM REINF. CONCRETE SLAB REINF. CONCRETE SLAB t=30cm t=30cm METALLIC PILAR -3.50m -3.50m 8CM
C02
W04
SUPPORT WEDGES REINFORCED CONCRETE DECK T=15CM
R05
INDUSTRIAL DECK DECK INDUSTRIAL REINF. CONCRETE DECK DECK REINF. CONCRETE t=15cm t=15cm -3.90m -3.90m
SUPPORT WEDGES
R05
CLT BOARD T= 12CM
WOOD JOIST 15X25CM
W03 C02
!"| !"#"$"%"&"'"("!"&")"#"$ #$"%&& #'()*+,#*-./")'0,*-'( #$"%&% ROOF FINISHES #$"%&1 PAVEMENT FINISHES #$"%&2 WALL FINISHES #$"%&3 EXTERIOR MATERIALS #$"%&4 ROOF TYPES #$"%&5 PAVEMENT TYPES #$"%&6 WALL TYPES #$"%&7 WALL TYPES #$"1&& 80''+"90:()"%;%4& #$"1&% FLOOR -1 PLAN #$"1&1 GROUNDFLOOR PLAN #$"1&2 MAIN ROOF PLAN #$"1&3 SECONDARY ROOF PLAN #$"2&& *+:()./+):0")/#*-'()"%;%&& #$"2&% TRANSVERSAL SECTION 1 #$"2&1 TRANSVERSAL SECTION 2 #$"2&1 TRANSVERSAL SECTION 4 #$"2&2 TRANSVERSAL SECTION 5
!"#$$"!
!"#$$%" !&'()*#% #$"3&& 0'(<-*,=-(:0")/#*-'()"%;%&& #$"3&% LONGITUDINAL SECTON 6 #$"3&1 LONGITUDINAL SECTION 7 #$"3&2 LONGITUDINAL SECTION 8 #$"3&3 LONGITUDINAL SECTION 9 #$"3&4"LONGITUDINAL SECTION 10 #$"4&& #'()*+,#*-./"=/*:-0)"%;1& #$"4&% DETAIL 1 #$"4&1 DETAIL 2 #$"4&2 DETAIL 3 #$"4&3 DETAIL 4 #$"4&4 DETAIL 5 #$"4&5 DETAIL 6 #$"4&6 DETAIL 7 #$"4&7 DETAIL 8 #$"5&& *>9/"?/=+''@"%;4& #$"5&% BEDROOM PLAN #$"5&1 BEDROOM SECTIONS 1-2 #$"5&2 BEDROOM SECTIONS 3-4 #$"5&3 BEDROOM SECTIONS 5-6 !"#$$+" !&'()*#+
WINERY AND HOTEL SIURANA | September 2020 Final Thesis Project - Júlia Boix Gonzalez
#$"2&2 TRANSVERSAL SECTION 3
!"#$%&'!%()*+$",'%("#
The project, is designed in order to have a strong and cold visual effect in the industrial areas and the ones in contact with the ground, and a warm and homey effect for the cellar and hotel areas, attracting and welcoming the guests.
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Final Thesis Project | JĂşlia Boix Gonzalez
INDUSTRIAL WINERY The industrial area of the volume is characterized by being a reinforced concrete closed box, having punctual openings in strategic points and using wood as the secondary material for partitions and interior elements. The industrial volume of the project is as well characterized by having a central double height area underneath the secondary timber roof where the wine tanks are located. It is an easy construction, as the same reinforced concrete load-bearing walls are seen from both interior and exterior sides in most of the rooms; those which need specific thermal conditions and insulation, are internally coated with wood. The winery can be perceived from the exterior of the building as an industrial building due to the straight walls and enclosures as well as for the large dimensions of the volume.
CELLAR AND HOTEL For the warm and habitable areas of the cellar and hotel, a different construction and material strategy has been used. Wood is the main material used in these two volumes, a warm material which allows layered walls with insulation in between. All the areas which are in contact with the structure and need to be thermally insulated, are coated with wood to break the thermal bridge with the exterior. The facades, floors and false ceilings have mainly a wood finishing, having some habitable areas a white gypsum finish as well. Those areas which do not need to be air-conditioned, are left with a raw concrete structural finish as for the inside of the communications core
WINERY AND HOTEL SIURANA | September 2020
DESIGN
For the design of the building, different material and construction strategies are used giving a direct response to the different two primary uses of the building.
GRAVEL Protection layer with ø20-35mm gravel with rounded edge as the finishing of the flat non-trafficable inverted roof of the building.
PRECAST CONCRETE TILE Precast concrete pavement of non-slipping tiles of 120x120cm and 3cm thickness, supported by adjustable self-leveling supports, as the finish layer of the flat trafficable inverted roofs at the Ground Floor exterior terraces.
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ZINC For the finishing of the secondary roof, the light cross laminated timber roof, a zinc plate finishing of 0.6mm, with structure separation sheet is used.
WOOD PARQUET Pine-wood parquet flooring, made with panels of 20x120cm and 3cm thickness, fixed on wood battens with wool insulation in between. Used as the pavement in the habitable warm areas of the project: cellar and hotel rooms.
POLISHED CONCRETE Polished concrete paving lightened and with high resistance, rendered with quarz powder, cut and sealed every 5m for expansion. Used as the flooring of the communication cores of each volume.
EPOXY RESIN CERAMIC TILE Epoxy resin finishing of 1cm, with a dark grey colour and matt finish. Layered on top of polished Ceramic tile pavement with non-slipping porcelain stoneware 60x60cm tile, with a light grey finish. concrete paving, lightened and with high resistance. Epoxy resin is used in the industrial rooms due Used as the bathroomsâ&#x20AC;&#x2122; and changing roomâ&#x20AC;&#x2122;s flooring at the communication cores. to its high resistance and strength, impermeability and long durability.
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WOOD Pine-wood finish boards of 120x300m and 2cm thick used as the exterior and interior wall finish of the habitable warm areas as well as for the partitions in the industrial areas. For the exterior, a wood treatment with oils and wax is used.
CONCRETE Structural reinforced concrete wall, with raw seen finish. Used for the industrial area, the exterior facades and for the communication cores walls. For the exterior seen concrete, specially for the horizontal areas, it is used a concrete with higher resistance, athicker coating and a waterproof treatment.
GLASS GYPSUM DRYWALL MICROCEMENT CLADDING Gypsum drywall white and matt finish, painted plain white is used in the hotel corridor and bed- On top of gypsum boards, a microcement coating of 3mm is applied. Used in the interior of the Insualting glass, with low emissive and vacuum chamber, with integrated acoustic insulation, used mainly in the cellar and hotel areas, and punctually in the industrial zone. Allows light and views rooms. bathrooms, toilets and changing rooms of the project. inside the building.
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GRAPEVINES Large plantation of grapevines is cultivated in order to obtain grapes for making the wine, some of of the grapevines are already existing and other ones are planted while the construction of the building. The grapevines area is located in between the Winery and Hotel and the existing Mas Siurana farmhouse.
GRASS Compacted ground with grass layer is already existing in the site. Located in the exterior of the Ground Floor entrance terrace and the north side of the mountain where the pine forest is found and in the exterior of the lateral facades of the building.
SLATE ROCKS The slate rock or â&#x20AC;&#x2DC;licorellaâ&#x20AC;&#x2122; is a ypical material found in the terrains of the Priorat, always present in vineyards; found in the ground of the grapevines.
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SOIL Compacted layer of already existing soil, taken from the site due to the earthworks. Used in the exterior of the Ground Floor entrance terrace.
R03.1 R03.2
R01.1 R01.3 R01.6
R01.5
R02.1
R01.2
R02.4
R01.4 R02.7
R01.7 R02.9
R01 FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier.
R02.6
R03.4
R02.3 R02.2
R02.5
R03.7
R03.6
R03.3 R03.5
R02.8
R02 FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier.
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R03 LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm
P01.1
P02.1
P01.3
P03.2
P03.1
P01.2
P01 INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
P02 INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
P04.1 P04.3
P05.1
P04.2
P03 INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
P05.1
P05.4 P05.3
P05.2
P04 INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm. P04.2- Portland cement mortar bond coat. t=1cm. P04.3- Levelling screed layer. t=7cm.
P05 TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm. P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm
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P05 TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm. P05.3- Wooden battens of 5x7cm, punctually fixed on slab.
W01.1
W02.1
W03.1 W02.2
W01.1
W03.2 W02.1
W03.1 W02.2
W03.2
W02.3
W03.3 W02.4
W03.4 W02.3 W02.5
W03.3 W02.4
W03.4 W02.5
W01 REINFORCED CONCRETE WALL W01.1- Structural in situ reinforced concrete wall, with raw seen finish. Dimensions according to structrure plans.
W02 REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W02.1- Structural in situ reinforced concrete wall, with raw seen finish. Dimensions according to structure plans.
INDUSTRIAL | BOXES
W03 REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W03.1- Structural in situ reinforced concrete wall, with raw seen finish. Dimensions according to structure plans. W03.2- Galvanized U shape steel profiles, placed in two directions every 60cm. t=4cm W03.3- Rock wool insulation placed between profiles. t=4cm W03.4- Double gypsum board. t=25mm
COMMUNICATIONS - BATHROOM
BEDROOM - BEDROOM
W05.3 W05.1 W05.2 W05.3
W05.4 W05.5
W04.1 W04.2
W05.1 W05.2 W05.7 W05.4 W05.5
W04.1
W05.7
W04.2 W05.6
W04.3
W05.8
W04.4 W04.3 W04.5
W05.9 W05.6 W05.10 W05.8
W04.4
W05.9 W05.10
W04.5
W04 REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W04.1- Structural in situ reinforced concrete wall, with raw seen finish. Dimensions according to structure plans. W04.2- Wooden wall framing studs 4x4cm, placed in two directions every 60cm. W04.3- Rock wool insulation placed between studs. t=4cm (15cm in barrel store) W04.4- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W04.5- Pinewood interior finish board 120x300cm. t=20mm
W05 PINEWOOD VENTILATED FACADE W05.1- Exterior pinewood board 120x300m, treated with oils and wax. t=20mm W05.2 - Ventilated chamber. t=20mm W05.3- Wooden wall framing studs 2x4cm, placed every 60cm. W05.4 - Breathable membrane. W05.5- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W05.6 - Rock wool insulation placed between studs. t=10cm W05.7- Wooden wall framing studs 10x5cm, placed in two directions every 60cm. W05.8- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W05.9- Vapor barrier. W05.10- Pinewood interior finish board 120x300cm. t=20mm
WINERY - COMMUNICATIONS | INDUSTRIAL - COMMUNICATIONS
EXTERIOR - WINERY
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W06.1 W07.1 W06.2 W06.3
W07.2
W06.1 W06.4
W08.1
W07.3 W07.1
W08.2
W06.2 W06.3
W07.2 W06.4
W08.1
W07.3
W06.5
W08.2
W07.4 W06.6
W06.7
W08.3 W07.5
W06.5
W08.4 W07.4 W07.6
W06.6
W08.3
W06.7
W07.5
W08.4 W07.6
W06 PINEWOOD FACADE W06.1- Exterior pinewood board 120x300m, treated with oils and wax. t=20mm W06.2 - Breathable membrane. W06.3- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W06.4- Wooden wall framing studs 10x5cm, placed in two directions every 60cm. W06.5- Rock wool insulation placed between profiles. t=10cm W06.6- Vapor barrier. W06.7- Pinewood interior finish boards 120x300cm. t=20mm
W07 INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH CORRIDOR WC BEDROOM W07.1- Microcement coating. t=3mm W07.2- Double waterproofed gypsum board. t=25mm W07.3- Galvanized U shape steel profiles, placed in two directions every 60cm. t=4cm W07.4- Rock wool insulation placed between profiles. t=10cm W07.5- Double gypsum board. t=25mm W07.6 - Pinewood interior finish board 120x300cm. t=20mm
EXTERIOR - BEDROOM
BATHROOM - CORRIDOR
W09.1
W10.1
W09.2
W08 INTERIOR GYPSUM DRYWALL PARTITION W08.1- Double gypsum board. t=25mm W08.2- Galvanized U shape steel profiles, placed in two directions every 60cm. t=4cm W08.3- Rock wool insulation placed between profiles. t=10cm W08.4- Double gypsum board. t=25mm BEDROOM - CORRIDOR
W10.2
W09.3
W10.3
W09.1
W10.1
W09.2
W10.2
W09.3
W10.3
W09.4
W10.4 W09.5
W10.5 W09.4 W09.6
W10.4 W10.6 W09.5
W10.5 W09.6
W10.6
W09 INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W09.1- Pinewood interior finish board 120x300cm. t=20mm W09.2 - Double gypsum board. t=25mm W09.3 - Galvanized U shape steel profiles, placed in two directions every 60cm. t=4cm W09.4 - Rock wool insulation placed between profiles. t=10cm W09.5 - Double gypsum board. t=25mm W09.6- Pinewood interior finish board 120x300cm. t=20mm
W10 INTERIOR WOOD PARTITION W10.1- Pinewood interior finish board 120x300cm. t=20mm W10.2- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W10.3- Wooden wall framing studs 10x5cm, placed in two directions every 60cm. W10.4- Rock wool insulation placed between profiles. t=10cm (in air-conditioned rooms - 15cm in barrel store) W10.5- Oriented strand board (OSB), mechanically fixed to wooden studs. t=18mm W10.6- Pinewood interior finish board 120x300cm. t=20mm INDUSTRIAL ROOM - INDUSTRIAL CORRIDOR
BEDROOM - CORRIDOR
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C
B
D
E
S-5
S-4
S-3
S-2
S-1 A
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
P03
W01
h=3.45m
CASEMENT DOOR
W10 W10 DOUBLE CASEMENT DOOR
S-10
W04
CASEMENT DOOR DOUBLE CASEMENT DOOR
W01
W01
RAINWATER TANK IN SITU 15.000L
CASEMENT DOOR
W10
W04
DOUBLE CASEMENT DOOR
HOT WATER STORAGE GIACOMINI BCI (Ã&#x2DC;950mm, 1775mm)
W10
W07
W02
12
13
14
15
16
17
18
19
20
21
22
23 STAIRS 28x16.9cm DOUBLE CASEMENT DOOR
P02 h=3.45m
h=2.85m
h=3.25m
BIOMASS STORAGE
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
P02 h=3.45m
CASEMENT DOOR
FC1 P04
W10
09
11
08
07
10
06
05
04
03
02
01
00
6
CASEMENT DOOR
FFL -3.80m SSL -3.90m
2
FC2 P01
P03 h=3.45m
FFL -3.80m SSL -3.90m P02 h=3.45m
5,5
FC1 P01 h=2.90m
P03
P03
h=3.45m
h=3.45m
00
22
01
21
02
20
03
19
04
18 17
05 06
16
07 08
15 14
09
13
10
12
11 S-9
23 STAIRS 28x16.9cm
3
28,05
5,5
28,6
CASEMENT DOOR
FC1 P04
DRYER
WASHER
h=2.50m
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
FIXED WINDOW FIXED WINDOW
CASEMENT WINDOW
HOPPER WINDOW
HOPPER WINDOW
FIXED DOUBLE WINDOW
FIXED WINDOW
21 STAIRS 28X16.6CM
FFL -3.40m SSL -3.50m
CASEMENT DOOR FIXED WINDOW
4
W01
20
19
18
17
16
15
14
13
12
11
10
09
08
07
06
05
04
03
02
00
3,75
01
P02 h=7.95m
FIXED WINDOW
FIXED WINDOW
CASEMENT DOOR CASEMENT DOOR
CASEMENT DOOR
FIXED WINDOW
FC2 P01 h=2.85m
5
W07
W08
CASEMENT DOOR
W08
W07
W09
S-8
W08
W07
W09
W08
W07
W09
W08
W07
W09
W08
W07
W09
W08
W07
W09
W08
W07
W09
W09
W02
7,3
S-7
FC1 P01
FC1 P01
FC1 P01
FC1 P01
FC1 P01
FC1 P01
FC1 P01
FC1 P01
h=2.50m
h=2.50m
h=2.50m
h=2.50m
h=2.50m
h=2.50m
h=2.50m
h=2.50m
HOPPER WINDOW CASEMENT DOOR
FIXED WINDOW
P05 h=3.05m
FC1 P01
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
P05
FC1 P01
h=3.05m
h=2.85m
h=2.85m
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT
P05: TEAKWOOD DECK FLOOR FALSE CEILINGS FC1: DRYWALL CEILING FC2: WOODEN FALSE CEILING: WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
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W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
W03
W06
W03
W06
W03
W06
W03
W06
W03
W06
W03
W06
W03
HOPPER WINDOW
W06
FIXED WINDOW
W03
6
W06
S-6
C
B
D
E
S-5
S-4
S-3
S-2
S-1 A
F
G
H
I
49,05 48,8 6,1
6,1
W01 P03
W01
W10
P02
09
11
08
10
07
06
05
04
03
02
01
12
W07
W05 CASEMENT DOOR
W01 FIXED WINDOW
P02 h=4.95m 22
01
21
02
h=3.05m
h=3.05m
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
23 STAIRS 28x16.9cm
W02
3
FC1 P04
FC1 P04 h=2.50m
FFL +0.11m SSL -0.05m
FC1 P04
R02 h=4.95m
W01
h=2.50m
FC2 P01
FC1 P01
h=2.50m
h=2.85m
W01
FC1 P01
P02
P02 h=4.95m
S-8
CASEMENT DOOR
W04
h=4.95m
20
19
18
17
16
15
14
13
12
09
11
08
10
05
07
04
06
03
02
01
h=4.40m 3,75
FIXED WINDOW
FIXED WINDOW
W0x
FFL +0.10m SSL ±0.00m
SLIDING DOOR
CASEMENT DOOR
21 STAIRS 28X16.6CM
SLIDING DOOR
28,05
5,5
28,6
h=2.50m
4
S-9
W04
P03
W01
FC1 P03
03
FIXED WINDOW
P05 h=4.40m
CASEMENT DOOR
FFL +0.10m SSL ±0.00m
FIXED WINDOW
DOUBLE CASEMENT DOOR
SLIDING DOOR
13
14
15
16
17
18
19
20
S-10
23 STAIRS 28x16.9cm
HOPPER WINDOW
W01
21
22
23
h=2.50m
W10 DOUBLE CASEMENT DOOR
CASEMENT DOOR
FC1 P04
W01
6
FIXED WINDOW
CASEMENT DOOR
W02
FFL +0.10m SSL ±0.00m P02
5,5
CGP
h=3.05m CASEMENT DOOR
2
6,1
AFS
h=3.05m
h=4.40m
6,1
CASEMENT DOOR
FIXED WINDOW
6,1
CASEMENT DOOR
CASEMENT WINDOW
6,1
CASEMENT DOOR
OVERHEAD DOUBLE DOOR
6,1
CASEMENT DOOR
6,1
1
5 CASEMENT DOOR
FC1 P01
FC2 P01
h=2.85m
h=2.50m
FFL +0.11m SSL -0.05m
S-7
R02
SLIDING DOOR
SLIDING DOOR
7,3
R02
CASEMENT DOOR
FFL +0.11m SSL -0.05m
CASEMENT DOOR
W04
S-6 FIXED WINDOW
FIXED WINDOW
W05
6
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT
P05: TEAKWOOD DECK FLOOR FALSE CEILINGS FC1: DRYWALL CEILING FC2: WOODEN FALSE CEILING: WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
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W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
E
F
G
H
S-5
D
S-4
C
B
S-3
S-2
S-1
A
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
FFL +3.60m SSL +3.45m
W01
09
HOPPER WINDOW
11
08
10
07
06
05
04
03
02
HOPPER WINDOW
01
W01
6
R01
HOPPER WINDOW
12
13
14
15
16
17
18
19
20
21
22
23
PRIMARY AIR HANDLING UNIT TKM 22
S-10 CHILLER AIRCON 1CHL-0160 (2,27 x 2,12 x 1,32m)
FIXED WINDOW
FIXED WINDOW
FIXED WINDOW
2
HOPPER WINDOW
FFL +3.60m SSL +3.45m R01
5,5
HOPPER WINDOW
HOPPER WINDOW
01
22
02
21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
PRIMARY AIR HANDLING UNIT TKM 65
W01
HOPPER WINDOW
HOPPER WINDOW
28,05
5,5
28,6
3
FIXED WINDOW
FIXED WINDOW
S-9
FIXED WINDOW
4
FIXED WINDOW
FIXED WINDOW
FIXED WINDOW
HOPPER WINDOW
HOPPER WINDOW
W04
W04 HOPPER WINDOW
5
W04
19
18
17
14
16
13
15
10
12
09
11
08
05
07
04
06
03
02
W01
3,75
01
S-8
HOPPER WINDOW
FFL +3.60m SSL +3.45m R01
7,3
S-7
S-6
6
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT
P05: TEAKWOOD DECK FLOOR FALSE CEILINGS FC1: DRYWALL CEILING FC2: WOODEN FALSE CEILING: WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
!"#$%&
!"#$%&''(%)*"$%+%1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
E
F
G
H
S-5
D
S-4
C
B
S-3
S-2
S-1
A
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
FFL +3.60m SSL +3.45m R01
6
FFL +5.55m SSL +5.42m R03
S-10
2
FFL +3.60m SSL +3.45m
5,5
R01
S-9
28,05
5,5
28,6
3
4
3,75
S-8
5
FFL +3.60m SSL +3.45m S-7
7,3
R01
S-6
6
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT
P05: TEAKWOOD DECK FLOOR FALSE CEILINGS FC1: DRYWALL CEILING FC2: WOODEN FALSE CEILING: WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
!"#$%&
!"#$%&'()*($$+*,-'%*.*1:150 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
!"#$$%
!"#$%&'( !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
6
5
4
3
2
1
28,05 7,3
3,75
5,5
5,5
6
DETAIL DETAIL6 1
R01 FFL +3.60m SSL +3.45m
R02
W10
W01
USL+3.15m
P03
FFL +0.11m
FFL +0.10m SSL -0.05m
USL -0.35m
FC1 FCL -0.90m
FC1
FCL -0.55m
FC2 FCL -0.90m
W10
FCL -0.55m
W04
W09
USL -0.35m
SSL ±0.00m
FC1
P01 FFL -3.40m
SSL -3.50m
P01 FFL -3.80m USL -3.65m
SSL -3.90m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
05
06
07
08
19
04
16
15
14
18
17
03
02
01
11
03 04
09 10
11
06
09
07
08
10
03
05
02
04
01
21
20
22
23
13
12
15
17 16
14
CGP
AFS
!"#$%&
!"#$%&'"%#()%'*!+,$)-).)1:100
18
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
12 13
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
19
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
S-1
USL -4.05m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
6
5
4
3
2
1
28,05 7,3
3,75
DETAIL 4 2 DETAIL
DETAIL DETAIL5 3
5,5
5,5
6
R03 FFL +5.55m SSL ±5.42m
USL +5.30m
+4.50m
R01 FFL +3.60m
R02
P05
FFL +0.11m
FFL +0.10m SSL -0.05m
W10
W01
SSL +3.45m
23 STAIRS 28x16.9cm
SSL ±0.00m
USL -0.35m FCL -0.55m
FCL -0.55m
FC2 FCL -0.90m
FC1
W08
FC1
P01 FFL -3.40m
SSL -3.50m
P03
P02
FFL -3.80m USL -3.65m
FFL -3.80m
SSL -3.90m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
05
06
07
08
19
04
16
15
14
18
17
03
02
01
11
03 04
09 10
11
06
09
07
08
10
03
05
02
04
01
21
20
22
23
13
12
15
17 16
14
CGP
AFS
!"#$%&
!"#$%&'"%#()%'*!+,$)-).)1:100
18
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
12 13
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
19
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
S-2
USL -4.05m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
USL+3.15m
6
5
4
3
2
1
28,05 7,3
3,75
5,5
5,5
6
R03 FFL +5.55m SSL ±5.42m
USL +5.30m
+4.50m
R01 FFL +3.60m SSL +3.45m
P02 FFL +0.10m
SSL ±0.00m
21 STAIRS 28X16.6CM
P05 FFL +0.10m
USL -0.35m FCL -0.55m
FCL -0.55m
FC1
FC2 FCL -0.90m
FC1
W08
P01 FFL -3.40m
SSL -3.50m
P03 USL -3.65m
FFL -3.80m
SSL -3.90m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
05
06
07
08
19
04
16
15
14
18
17
03
02
01
11
03 04
09 10
11
06
09
07
08
10
03
05
02
04
01
21
20
22
23
12
13
17 16
15
CGP
AFS
!"#$%$
!"#$%&'"%#()%'*!+,$)-).)1:100
14
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
12 13
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
18
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
S-3
USL -4.05m
19
W06
W10
W04
USL +2.75m
P01 FFL +0.10m
W01
SSL +2.95m
USL+3.15m FCL +2.95m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
6
5
4
3
2
1
28,05 7,3
3,75
DETAIL DETAIL 24
DETAIL DETAIL3
5,5
5,5
6
5 R03 FFL +5.55m SSL ±5.42m
USL +5.30m FCL +5.05m
FC2 +4.50m
R01 FFL +3.60m
W04
SSL +3.45m
W05
USL+3.15m
FCL +2.95m
FC2
R02
P01
FFL +0.11m
SSL ±0.00m
O04
W01
W10
W07
USL -0.35m
SSL -0.05m
O05
FFL +0.10m
FCL -0.55m
FC2 FCL -0.90m
FC1
P05
P01
FFL -3.40m
FFL -3.40m
SSL -3.50m
P03 FFL -3.80m USL -3.65m
SSL -3.90m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
05
06
07
08
19
04
16
15
14
18
17
03
02
01
11
03 04
09 10
11
06
09
07
08
10
03
05
02
04
01
21
20
22
23
13
12
15
17 16
14
CGP
AFS
!"#$%&
!"#$%&'"%#()%'*!+,$)-).)1:100
18
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
12 13
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
19
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
S-4
USL -4.05m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
6
5
4
3
2
1
28,05 7,3
3,75
5,5
5,5
6
DETAIL 1
R01
DETAIL 6
FFL +3.60m SSL +3.45m
W05
USL+3.15m FCL +2.95m
FC1
R02
P01 FFL +0.10m
O04
O05
W07
SSL -0.05m
SSL ±0.00m
USL -0.35m
W04
FFL +0.11m
FCL -0.55m
FC2 FCL -0.90m
FC1
P05
P01
FFL -3.40m
FFL -3.40m
SSL -3.50m
USL -3.65m
P03 SSL -3.90m
FFL -3.80m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
05
06
07
08
19
04
16
15
14
18
17
03
02
01
11
03 04
09 10
11
06
09
07
08
10
03
05
02
04
01
21
20
22
23
13
12
15
17 16
14
CGP
AFS
!"#$%&
!"#$%&'"%#()%'*!+,$)-).)1:100
18
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
12 13
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
19
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
S-5
USL -4.05m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
A
C
B
D
E
F
H
G
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
R01 FFL +3.60m SSL +3.45m
USL +3.15m FCL +2.95m
FC1 FFL +2.60m
FC2
R02
P01
FFL +0.11m
FFL +0.10m SSL -0.05m
SSL ±0.00m
USL -0.35m
USL -0.35m
W06
W03
P05 FFL -3.40m
FCL -0.55m
FC1
P01 SSL -3.50m
FFL -3.40m
USL -3.80m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
20
08
05
06
04
07
19
18
17
03
02
12 13
16
15
14
01
03 04
11
09
10
11
05
06
04
07
03
08
02
01 23
21
12
22
13
20
14
15
CGP
AFS
!"#$%&
!"#$%&'(%#)!*+,-&%"#*.*/*1:100
17 16
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
09 10
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
18
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
19
6,1
S-6
6,1
A
C
B
D
E
F
H
G
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
R01 FFL +3.60m SSL +3.45m
USL +3.15m FCL +2.95m
FC1 FCL +2.60m
FC2
R02
P01
FFL +0.11m
FFL +0.10m SSL -0.05m
SSL ±0.00m
USL -0.35m
USL -0.35m
FCL -0.90m
FC1
W03
P01 FFL -3.40m
SSL -3.50m
USL -3.65m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
20
08
05
06
04
07
19
18
17
03
02
12 13
16
15
14
01
03 04
11
09
10
11
05
06
04
07
03
08
02
01 23
21
12
22
13
20
14
15
CGP
AFS
!"#$%&
!"#$%&'(%#)!*+,-&%"#*.*/*1:100
17 16
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
09 10
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
18
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
19
6,1
S-7
6,1
A
C
B
D
E
F
H
G
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
R03 FFL +5.55m SSL ±5.42m
USL +5.30m FCL +5.03m
FC2
W04
+4.50m
R01
FFL +3.60m
FFL +3.60m SSL +3.45m
FCL +2.95m
FC1 FCL +2.60m
FC2
P02
21 STAIRS 28X16.6CM
FFL +0.10m
P01 FFL +0.10m
SSL ±0.00m
USL -0.35m
W01
FCL -0.55m
FC2
P01 FFL -3.80m
P03
SSL -3.90m
USL -4.05m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02 03 04
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
20
08
05
06
04
07
19
18
17
03
02
12 13
16
15
14
01
S-8 11
09
10
11
05
06
04
07
03
08
02
01 23
21
22
12
20
13
15
14
17 16
CGP
AFS
!"#$%&
!"#$%&'(%#)!*+,-&%"#*.*/*1:100
18
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
09 10
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
19
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
W05
W04
USL -3.15m
A
C
B
D
E
F
H
G
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
DETAIL DETAIL 77
6,1
R03
DETAIL 88 DETAIL
FFL +5.55m SSL ±5.42m
USL +5.30m
+4.50m
R01 FFL +3.60m SSL +3.45m
USL -3.15m FCL +2.95m
FC1 FCL +2.60m
W01
R02 FFL +0.11m
W04
FC2
23 STAIRS 28x16.9cm
SSL -0.05m
P01 FFL +0.10m
USL -0.35m
SSL ±0.00m
USL -0.35m FCL -0.55m
FC2 FCL -0.90m
FC1 P02 FFL -1.83m
SSL -1.93m
W04
W04
P03 FFL -3.80m
SSL -3.90m
USL -4.05m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
01 02
20
08
05
06
04
07
19
18
17
03
02
12 13
16
15
14
01
03 04
11
09
10
11
05
06
04
07
03
08
02
01 23
21
12
22
13
20
14
15
CGP
AFS
!"#$%$
!"#$%&'(%#)!*+,-&%"#*.*/*1:100
17 16
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
09 10
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2: WOODEN FALSE CEILING
18
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
19
P01 FFL -3.80m
W10
USL -2.12m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
S-9
A
C
B
D
E
F
H
G
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
R03 FFL +5.55m SSL ±5.42m
USL +5.30m
+4.50m
SSL +3.05m
W07
FCL -2.50m
FC1
P04
23 STAIRS 28x16.9cm
R02
P02
FFL +0.10m
FFL +0.10m
SSL ±0.00m
FFL +0.11m SSL -0.05m
W10
W01
W10
USL -0.35m
W07
USL -0.35m
FC1
P04
P03 FFL -3.80m
SSL -3.90m
USL -4.05m
FALSE CEILINGS FC1: DRYWALL CEILING
!"#$%&
!"#$%&'(%#)!*+,-&%"#*./*0*1:100 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
02
20
08
05
06
04
07
19
18
17
03
02
12 13
16
15
14
03 04
01
11
S-10 01
11
09
10
05
06
04
07
03
08
02
01 23
21
22
20
12
15
13
17 16
14
18
19
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOD PARTITION
CGP
AFS
FC2: WOODEN FALSE CEILING
09 10
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P02: INTERIOR POLISHED CONCRETE FLOOR P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P04: INTERIOR CERAMIC PAVEMENT P05: TEAKWOOD DECK FLOOR
FC2
FCL -0.95m
FFL -3.80m
ROOF R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH
FCL -0.55m
22 21 20 19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
W04
W02
USL +2.85m
W02
6,1
R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
R01.10
R01.9
R01.8
R01.7
R01.6
R01.5
R01.4
R01.3
R01.2
R01.1
AS PER STRUCTURE PLANS
REINFORCED CONCRETE SLAB
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm
SLOPE DIRECTION FFL +3.60m
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
TSL +3.45m
USL +3.15m
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
RAINDROP O06
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
AS PER STRUCTURE PLANS
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm
P03.1
P03.2
REINFORCED CONCRETE SLAB
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
FFL +0.10m
SSL ±0.00m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. USL -0.35m
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab.
REINFORCED CONCRETE RETAINING WALL AS PER STRUCTURE PLANS
O04: Dark grey exterior automatic roller blind. O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. O06: Industrial overhead double wood door, treated with oils and wax for the exterior. WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE
W08: INTERIOR GYPSUM DRYWALL PARTITION
SEALING JOINT BETWEEN BUILDING MATERIALS
POLYSTYRENE FOAM FOR EXPANSION JOINT
P03.2
P03.1
W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH
W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
BACKFILL DRAINAGE DITCH WITH GRAVEL
1.8MM EPDM FILM WATERPROOFING, MECHANICALLY FIXED ON WALL
FFL -3.80m
HDPE NODULAR DRAINAGE SHEET, MECHANICALLY FIXED ON WALL
SSL -3.90m
HDPE NODULAR DRAINAGE SHEET WITH GEOTEXTILE FILM
160MM HDPE PERFORATED DRAINAGE PIPE USL -4.05m
BACKFILL WITH COMPACTED GROUND
REINFORCED CONCRETE DECK T=15CM
WELDED MESH
SUPPORT WEDGES
NATURAL TERRAIN
CONCRETE BASE T=50MM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
COMPACTED GROUND
-4.20m
TRANSVERSAL SECTION 1
REINFORCED CONCRETE FOOTING AS PER FOUNDATION PLAN
BLINDING CONCRETE T=10CM
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
!"#$%&
!"#$%&'(')'1:20 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
FFL +3.60m
GALVANIZED PROTECTIVE STEEL PLATE
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
WOOD BEAM 0.15X0.45CM AS PER STRUCTURE PLANS
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
USL +3.15m
METALLIC BEAM
8CM
AS PER STRUCTURE PLANS
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
R02.1
R02.2
R02.3
R02.4
R02.5
R02.6
R02.7
R02.8
R02.9
R02.10
R02.11
GLAS CONTINUOUS RAILING
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm
AS PER STRUCTURE PLANS
REINFORCED CONCRETE SLAB
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm FFL +0.11m
OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
TSL -0.05m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms.
72º
24º USL -0.35m
O01
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab.
O05
O04: Dark grey exterior automatic roller blind.
FCL -0.55m
O04
FC1.4
FC1.3
O06: Industrial overhead double wood door, treated with oils and wax for the exterior. FCL -0.85m
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH
W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD
POLYSTYRENE FOAM FOR EXPANSION JOINT
AS PER STRUCTURE PLANS
SEALING JOINT BETWEEN BUILDING MATERIALS
P01.3
REINFORCED CONCRETE SLAB
W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
P01.1
W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
FFL -3.40m
TSL -3.50m
USL -3.65m
6,1
6,1
6,1
6,1
6,1
6,1
REINFORCED CONCRETE DECK T=15CM
6,1
COMPACTED GROUND
BLINDING CONCRETE T=10CM
48,8 6,1
WELDED MESH
AS PER FOUNDATION PLAN
SUPPORT WEDGES
REINFORCED CONCRETE FOOTING
CONCRETE BASE T=50MM
-3.95m
IMPERMEABLE POLYETHYLENE SHEET 150µm
USL -3.65m
BACKFILL DRAINATGE DITCH WITH GRAVEL
FC1.1
O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. FC1.2
RAINDROP
TRANSVERSAL SECTION 2
!"#$%&
!"#$%&'(')'1:20 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm
TSL -5.42m
USL +5.30m
AS PER STRUCTURE PLANS
R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm
4.50m
R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
R01.10
AS PER STRUCTURE PLANS
CLT BOARD
WOOD JOIST 0.15X0.25CM
R03.8
R03.7
R03.6
R03.5
R03.3
R03.2
R03.1
O02
FFL +3.60m
GALVANIZED PROTECTIVE STEEL PLATE WOOD BEAM 0.15X0.45CM
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
AS PER STRUCTURE PLANS
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
USL +3.15m
REINFORCED CONCRETE WALL AS PER STRUCTURE PLANS
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
AS PER STRUCTURE PLANS
METALLIC JOIST IPE200 P05.1
P05.3
AS PER STRUCTURE PLANS
R02.11
R02.10
R02.6
R02.5
R02.4
R02.3
R02.1
R02.2
REINFORCED CONCRETE SLAB
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
FFL +0.11m
OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
SSL ±0.00m
-0.20m
R02.9
R02.8
R02.7
TSL -0.05m
RAINDROP
USL -0.55m
USL -0.35m
O05
O05
O01
O02
FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm
FFL +0.10m
USL -0.35m
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab. O04: Dark grey exterior automatic roller blind.
FC2.2
FC2.1
O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. O06: Industrial overhead double wood door, treated with oils and wax for the exterior. WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH
W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD
SEALING JOINT BETWEEN BUILDING MATERIALS
POLYSTYRENE FOAM FOR EXPANSION JOINT
P01.1
P01.3
P01.2
W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD
W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
TSL -3.50m
P03.2
P03.1
FFL -3.40m
USL -3.65m
REINFORCED CONCRETE FOOTING AS PER FOUNDATION PLAN
BLINDING CONCRETE T=10CM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
REINFORCED CONCRETE DECK T=15CM
WELDED MESH
SUPPORT WEDGES
CONCRETE BASE T=50MM
COMPACTED GROUND
FFL -3.80m
SLATE ROCKS AND GRAPEVINES
SSL -3.90m
TOP SOIL TAKEN FROM EARTHWORKS ANTI-ROOT GEOTEXTILE LAYER REINFORCED CONCRETE RETAINING WALL
USL -4.05m
AS PER STRUCTURE PLANS
-4.20m
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
TRANSVERSAL SECTION 2
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AS PER STRUCTURE PLANS
R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
R01.1
R01.2
R01.3
R01.4
R01.5
R01.6
R01.7
R01.8
R01.10
R01.9
REINFORCED CONCRETE SLAB
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm
SLOPE DIRECTION FFL +3.60m
RAINDROP
TSL +3.45m
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
USL +3.15m
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
W05.5
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
W05.7
W05.9
W05.4
W05.10
FCL +2.60m
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm
P01.1
FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm P01.3
W05.3
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
AS PER STRUCTURE PLANS
W05.8
REINFORCED CONCRETE SLAB
W05.2
FC2.2
W05.6
FC2.1
W05.1
FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
FFL +0.10m
SSL ±0.00m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms.
72º
24º
RAINDROP
USL -0.35m
FC1.4
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab. O04: Dark grey exterior automatic roller blind. O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB.
O05
O06: Industrial overhead double wood door, treated with oils and wax for the exterior. O01
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL
FC1.3
FC1.2
FC1.1
O03
W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD
6,1
P01.3
W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH 6,1
P01.1
6,1
W08: INTERIOR GYPSUM DRYWALL PARTITION
P05.4
6,1
W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH
P05.2
6,1
W06: PINEWOOD FACADE
P05.1
6,1
POLYSTYRENE FOAM FOR EXPANSION JOINT
6,1
SEALING JOINT BETWEEN BUILDING MATERIALS
48,8 6,1
AS PER STRUCTURE PLANS
REINFORCED CONCRETE SLAB
W05: PINEWOOD VENTILATED FACADE
W10: INTERIOR WOOL PARTITION
FFL -3.40m
SSL -3.50m
USL -3.65m
USL -3.80m 6,1
REINFORCED CONCRETE FOOTING AS PER FOUNDATION PLAN
BLINDING CONCRETE T=10CM
COMPACTED GROUND
6,1
REINFORCED CONCRETE DECK T=15CM
6,1
-3.95m
WELDED MESH
6,1
SUPPORT WEDGES
6,1
CONCRETE BASE T=50MM
6,1
BACKFILL DRAINATGE DITCH WITH GRAVEL
6,1
IMPERMEABLE POLYETHYLENE SHEET 150µm
48,8 6,1
TRANSVERSAL SECTION 4
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
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FFL +5.55m
TSL -5.42m
AS PER STRUCTURE PLANS
CLT BOARD
WOOD JOIST 0.15X0.25CM
AS PER STRUCTURE PLANS
R03.1
R03.2
R03.3
R03.5
FC2.2
FC2.1
O01
R03.6
R03.8
FCL +5.05m
R03.7
USL +5.30m
4.50m
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion. PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm
R02.1
R02.2
R02.3
R02.4
R02.5
R02.6
R02.7
R02.9
R02.10
R02.11
P01.3
P01.1
AS PER STRUCTURE PLANS
REINFORCED CONCRETE SLAB
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm FFL +0.11m
FFL +0.10m
OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
SSL ±0.00m TSL -0.05m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. USL -0.35m
USL -0.35m
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab.
O05
O01
O04: Dark grey exterior automatic roller blind.
FCL -0.55m
FC2.2
FC2.1
O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. O06: Industrial overhead double wood door, treated with oils and wax for the exterior. WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE
6,1
6,1
FFL -3.40m
TSL -3.50m
6,1
W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
48,8 6,1
6,1
6,1
6,1
6,1
6,1
P03.2
6,1
W08: INTERIOR GYPSUM DRYWALL PARTITION
P03.1
6,1
POLYSTYRENE FOAM FOR EXPANSION JOINT
6,1
SEALING JOINT BETWEEN BUILDING MATERIALS
P01.3
P01.1
P01.2
W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH
USL -3.65m FFL -3.80m
REINFORCED CONCRETE DECK T=15CM
WELDED MESH
SUPPORT WEDGES
CONCRETE BASE T=50MM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
COMPACTED GROUND
48,8 6,1
6,1
6,1
6,1
SSL -3.90m
USL -4.05m
REINFORCED CONCRETE RETAINING WALL AS PER STRUCTURE PLANS
-4.20m
TRANSVERSAL SECTION 4
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
REINFORCED CONCRETE FOOTING AS PER FOUNDATION PLAN
BLINDING CONCRETE T=10CM
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AS PER STRUCTURE PLANS
R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm
R01.1
R01.2
R01.3
R01.4
R01.5
R01.6
R01.7
R01.8
R01.10
R01.9
REINFORCED CONCRETE SLAB
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm
SLOPE DIRECTION FFL +3.60m
TSL +3.45m
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
USL +3.15m
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
72º
24º
RAINDROP
O01
O05 FCL +2.95m
FC1.4
P01.3
P01.1
FFL +0.11m
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
AS PER STRUCTURE PLANS
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
REINFORCED CONCRETE SLAB
FC1.3
FC1.2
R02.11
R02.10
R02.9
R02.8
R02.7
R02.6
R02.5
R02.4
R02.3
R02.2
R02.1
FC1.1
O04
R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
FFL FFL +0.10m
TSL SSL ±0.00m TSL -0.05m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. USL -0.35m
USL -0.35m
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab. O04: Dark grey exterior automatic roller blind.
FCL-0.55m
O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB.
W07.6
FC2.2
FC2.1
W07.5
W07.4
O06: Industrial overhead double wood door, treated with oils and wax for the exterior.
FCL -0.90m
TRANSLUCENT GLASS SHOWER SCREEN
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL
W07.2
FC1.4
FC1.3
FC1.1
FC1.2
W07.3
W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH
W07.1
W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD
6,1
W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION
P01.3
P01.2
P01.1
W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
FFL -3.40m
TSL -3.50m
WELDED MESH
REINFORCED CONCRETE DECK T=15CM
SUPPORT WEDGES
CONCRETE BASE T=50MM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
COMPACTED GROUND
USL -3.65m
48,8
TRANSVERSAL SECTION 5
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FFL +5.55m
TSL -5.42m
USL +5.30m
WOOD JOIST 0.15X0.25CM
R03.8
R03.7
R03.6
CLT BOARD R03.5
R03.4
R03.3
R03.2
R03.9
R03.1
AS PER STRUCTURE PLANS
AS PER STRUCTURE PLANS
4.50m
SLOPE DIRECTION FFL +3.60m
R01.10
R01.9
R01.8
R01.7
R01.6
R01.5
R01.4
R01.3
R01.2
R01.1
AS PER STRUCTURE PLANS
REINFORCED CONCRETE SLAB
O02
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
TSL +3.45m
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
USL +3.15m
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
AS PER STRUCTURE PLANS
P03.2
STAINLESS STEEL RAILING WITH 10x1CM POSTS AND 1X1CM BALUSTERS
P03.1
REINFORCED CONCRETE SLAB
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
FFL +0.10m
SSL ±0.00m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. USL -0.35m
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab. O04: Dark grey exterior automatic roller blind. O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. O06: Industrial overhead double wood door, treated with oils and wax for the exterior. WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH
P03.2
P03.1
W10: INTERIOR WOOL PARTITION
FFL -3.80m
SSL -3.90m
REINFORCED CONCRETE DECK T=15CM
WELDED MESH
SUPPORT WEDGES
CONCRETE BASE T=50MM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
COMPACTED GROUND
USL -4.05m
LONGITUDINAL SECTION 9
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6,1
6,1
6,1
6,1
6,1
6,1
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6,1
6,1
R01.9
R03: LIGHT WOODEN CLT ROOF WITH ZINC FINISH R03.1- Zinc plate finishing, with structured separation sheet. t=0.6mm R03.2- Oriented strand board (OSB), mechanically fixed to wooden battens. t=18mm R03.3- Ventilated chamber. t=20mm R03.4- Slope formation with wooden battens of variable height, following the roof slope. R03.5- Rigid boards of extruded polystyrene thermal insulation. t=80mm R03.6- Vapor barrier. R03.7- Cross-laminated timber (CLT) board, made from 5 glued together and perpendicullary oriented layers of solid-wood (30-20-20-20-30mm). t=120mm R03.8- Lag screw every 30cm, to join the CLT board with the timber beams and joists. R03.9- Perimeter finish plate of galvanized steel, coated and fixed, leaving 2mm for expansion.
R01.10
R01.8
R01.7
R01.6
R01.5
R01.4
R01.3
R01.2
AS PER STRUCTURE PLANS
R02: FLAT TRAFFICABLE INVERTED ROOF WITH PRECAST CONCRETE FLOATING FINISH R02.1- Finished floating pavement with non-slipping precast concrete tiles of 120x120cm. t=30mm R02.2- Adjustable self-leveling supports for floating pavement. R02.3- Protective polypropylene geotextile sheet. R02.4- Rigid boards of extruded polystyrene thermal insulation. t=40mm R02.5- Modified bitumen waterproofing membrane for roofs. R02.6- Protective polypropylene geotextile sheet. R02.7- Slope formation with cellular concrete. ID:300kg/m3 R02.8- Anti-impact sheet, placed on slab above bedrooms only. t=5mm R02.9- Vapor barrier. R02.10- Linear reinforcement, self-protected impermeable membrane. R02.11- Polystyrene foam for expansion joint. t=10mm
R01.1
REINFORCED CONCRETE SLAB
ROOFS R01: FLAT NON-TRAFFICABLE INVERTED ROOF WITH GRAVEL FINISH R01.1- Protection layer with ø20-35mm gravel with rounded edge. R01.2- Protective polypropylene geotextile sheet R01.3- Rigid boards of extruded polystyrene thermal insulation. t=40mm R01.4- Modified bitumen waterproofing membrane for roofs. R01.5- Protective polypropylene geotextile sheet. R01.6- Slope formation with cellular concrete. ID:300kg/m3 R01.7- Vapor barrier. R01.8- Linear reinforcement, self-protected impermeable membrane. R01.9- Polystyrene foam for expansion joint. t=10mm R1.10- Galvanized steel plate for roof coping. t=1.5mm
SLOPE DIRECTION FFL +3.60m
PAVEMENTS P01: INTERIOR WOOD PAVEMENT P01.1- Pine wood parquet flooring, panels of 20x120cm. t=3cm P01.2- Pinewood battens of 5x7cm, in one direction, punctually fixed. (Anit-impact sheet t=5mm, placed under battens above bedroms). P01.3- Rock wool insulation between battens. t=7cm
TSL +3.45m
USL +3.15m
P02: INTERIOR POLISHED CONCRETE FLOOR P02.1- Polished concrete paving lightened and with high resistance, rendered with quartz powder, cut and sealed every 5m for expansion. t=10cm
RAINDROP
O05 FCL +2.90m
P03: INTERIOR CONCRETE FLOOR WITH EPOXY RESIN FINISH P03.1- Epoxy resin finishing, dark grey colour and matt finish. t=1cm P03.2- Polished concrete paving, lightened and with high resistance, cut and sealed every 5m for expansion. t=9cm
O01
FC1.3
FC1.2
FC1.1
P04: INTERIOR CERAMIC PAVEMENT P04.1- Non-slipping porcelain stoneware tile, of 60x60cm. t=2cm P04.2- Portland cement mortar bond coat. t=1cm P04.3- Levelling screed layer. t=7cm
AS PER STRUCTURE PLANS
P05: TEAKWOOD DECK FLOOR P05.1- Teakwood deck flooring with non-slipping treatment, made by 20x120cm panels. t=3cm P05.2- Wooden battens of variable height, following the slab slope, punctually fixed on slab. P05.3- Wooden battens of 5x7cm, punctually fixed on slab. P05.4- Two-layered bituminous impermeable membrane. t=3mm FALSE CEILINGS FC1: DRYWALL CEILING FC1.1- Metallic fixation t=30mm, every 120cm. FC1.2- Galvanized steel profile, suspended from slab - pladur system. FC1.3- Gypsum board, pladur type, matt white finished with smooth texture. t=12.5mm FC1.4- Rock wool insulation fixed in slab. t=10cm
P01.3
P01.2
P01.1
REINFORCED CONCRETE SLAB
FC1.4
O03
FC2: WOODEN FALSE CEILING: FC2.1- Galvanized steel hidden profile, suspended from slab - rosound system. FC2.2- Pinewood boards 60x120cm. t=20mm FC2.3- Rock wool insulation fixed in slab. t=10cm OPENINGS - WALLS AND WINDOWS O01: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in cellar and hotel.
FFL +0.10m
SSL ±0.00m
O02: Laminated pinewood window t=78mm, type 78 by Iscletec, with insulating glass, low emissive and vacuum chamber, with integrated acoustic insulation. Treated wood with oils and wax for exterior windows and doors. Types and dimensions per constructive plans, used in industrial rooms. USL -0.35m
O03: Fixed solar protection with pinewood 5x5cm slats, fixed with metallic Rothoblaas profiles to the slab.
FCL -0.55m
O04: Dark grey exterior automatic roller blind.
REINFORCED CONCRETE RETAINING WALL AS PER STRUCTURE PLANS
O05: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB.
FC2.2
FC2.1
W04.1
W04.5
O06: Industrial overhead double wood door, treated with oils and wax for the exterior.
W04.4
WALLS AND PARTITIONS W01: REINFORCED CONCRETE WALL
W04.3
W02: REINFORCED CONCRETE WALL COATED WITH GYPSUM BOARD AND MICROCEMENT FINISH
W04.2
W03: REINFORCED CONCRETE INTERIOR WALL COATED WITH GYPSUM BOARD W04: REINFORCED CONCRETE INTERIOR WALL COATED WITH WOOD W05: PINEWOOD VENTILATED FACADE W06: PINEWOOD FACADE
SEALING JOINT BETWEEN BUILDING MATERIALS
POLYSTYRENE FOAM FOR EXPANSION JOINT
P03.2
P03.1
W07: INTERIOR GYPSUM DRYWALL WITH MICROCEMENT AND PINEWOOD FINISH W08: INTERIOR GYPSUM DRYWALL PARTITION W09: INTERIOR GYPSUM DRYWALL PARTITION WITH PINEWOOD FINISH W10: INTERIOR WOOL PARTITION
BACKFILL DRAINAGE DITCH WITH GRAVEL
1.8MM EPDM FILM WATERPROOFING, MECHANICALLY FIXED ON WALL
FFL -3.80m
HDPE NODULAR DRAINAGE SHEET, MECHANICALLY FIXED ON WALL
SSL -3.90m
HDPE NODULAR DRAINAGE SHEET WITH GEOTEXTILE FILM 160MM HDPE PERFORATED DRAINAGE PIPE USL -4.05m
BACKFILL WITH COMPACTED GROUND
REINFORCED CONCRETE DECK T=15CM
WELDED MESH
SUPPORT WEDGES
NATURAL TERRAIN
CONCRETE BASE T=50MM
IMPERMEABLE POLYETHYLENE SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL
COMPACTED GROUND
-4.20m
LONGITUDINAL SECTION 9
REINFORCED CONCRETE FOOTING AS PER FOUNDATION PLAN
BLINDING CONCRETE T=10CM
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6,1
6,1
6,1
6,1
6,1
6,1
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6,1
6,1
S-6
S-5
BATHROOM
FIXED WINDOW 1.20x2.85m
TYPE BEDROOM TERRACE S=5,85m2
BC2
BW6
BW7 BW8
S=8,10m2
BO3
BF2
BF1
BW1
BP2 h=3.05m
BP4
CORRIDOR
BW9
S=6,15m2
TYPE BEDROOM BC1
LIVING ROOM
BP1
S=10,15m2
BC1
BO3
h=2.50m
BP1 h=2.85m
BW5
BC3
FIXED WINDOW 1.80x2.85m
S=33,80m2 S-2
FFL -3.50m SSL -3.40m
BW2
BO1
CASEMENT DOOR 0.80x2.85m
CASEMENT DOOR 0.80x2.50m
BO1
S-1
BO2
HOOPPER WINDOW 0.80x2.85m
BW8
S-3
BO2
HOOPPER WINDOW 0.80x2.85m
BF3
BEDROOM S=9,40m2
BW4
BW2
S-4
BW3
BEDROOM PAVEMENT FINISHES BP1: Interior pine-wood parquet flooring fixed on wood battens with rock wool insulation in between. t=10cm BP2: Exterior teakwood deck flooring with non-slipping treatment, fixed on wood battens. t=10cm BP3: Exterior seen concrete finish, with higher resistance, thicker coating and with waterproof treatment. BP4: Non-slipping natural stone shower tray t=3.5cm BEDROOM CEILING FINISH BC1: Interior matt white gypsum board, finished with smooth texture, fixed in slab with galvanized profiles. BC2: Exterior seen concrete finish, with raindrop. BEDROOM WALL FINISHES BW1: Exterior pinewood board finish, treated with oils and wax, fixed on wood battens with rock insulation in between. t=6cm BW2: Bedroom facade, made by wooden wall framing studs, rock wool insulation in between, finished with exterior treated
pinewood board fixed on OSB, and pinewood board on the interior. BW3: Interior double white gypsum board, matt white finish with smooth texture on one side, fixed with galvanized Pladur profiles on structural wall. t=6.5cm BW4: Interior corridor-bedroom partition made of double white gypsum board, matt white finish with smooth texture on both sides, fixed with galvanized Pladur profiles, with rock wool insulation in between. t=15cm BW5: Interior corridor-bedroom partition of pinewood finish on both sides glued on OSB boards, fixed with galvanized Pladur profiles, with rock insulation in between. t=16.5cm BW6: Interior corridor-bathroom partition made of OSB boards and pinewood finish on the corridor side, and double gypsum board coated with microcement on the bathroom side, fixed with galvanized Pladur profiles, with rock insulation in between. t=0.16cm BW7: Interior seen concrete finish. BW8: Translucent glass shower screen. BW9: Interior partition of double gypsum boards fixed with Pladur profiles, coated with microcement.
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BW10: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. BEDROOM OPENINGS BO1: Entrance pine-wood opaque door made by two solid-wood panels and rock wool insulation in between. BO2: Hopper laminated pinewood window, with double insulating glass. t=78cm BO3: Fixed laminated pinewood window, with double insulating glass. t=78cm BEDROOM FINISHES BF1: Stainless steel IPE profile as mirror support. t=2cm BF2: Exterior fixed solar protection with pinewood 5x5cm slats, fixed on wood battens. BF3: Interior pinewood 5x5cm slats, as separation between bedroom and living room, fixed with meatillic profiles. BF4: Dark grey exterior automatic roller blind.
SSL -0.05m
FCL -0.35m
USL -0.35m SSL -0.05m
BF1
BW10 BO2
BF2
HOOPPER WINDOWHOOPPER WINDOW 0.80x2.85m 0.80x2.85m
FCL -0.90m
BO2
BF2
BC1
BW7
BW6 BW8
BW6
USL -0.35m
BC1
BW8
FCL -0.90m
BC2
BF1
FCL -0.35m
BW1
BW8
BW10
BC2
BP1 FFL -3.40m
BP2
BP3
BP4
WELDED MESH WELDED MESH
REINFORCED CONCRETE DECK T=15CM REINFORCED CONCRETE DECK T=15CM
SUPPORT WEDGESSUPPORT WEDGES
COMPACTED GROUND COMPACTED GROUND
USL -3.80m
USL -3.65m
BP1 FFL -3.40m
CONCRETE BASE T=50MM CONCRETE BASE T=50MM
BP2
USL -3.80m
IMPERMEABLE POLYETHYLENE IMPERMEABLE SHEET POLYETHYLENE 150µm SHEET 150µm
BP3
BACKFILL DRAINATGE DITCH DRAINATGE WITH GRAVEL BACKFILL DITCH WITH GRAVEL
SSL -3.50m
BP4 SSL -3.50m
USL -3.65m
BC2
BW5
SSL -0.05m
USL -0.35m
BF1
BW8
BW9
BC1
BW5 BO1
FCL -0.90m
CASEMENT DOOR 0.80x2.85m FCL -0.55m
FIXED WINDOW 1.80x2.50m
BO1
BO1
BW2
FIXED WINDOW 1.80x2.50m
FIXED WINDOW 1.80x2.85m
BC1
BC1
FIXED WINDOW 1.80x2.85m
BF4 BF4
BO3 BW10
BC2
BO3 BW10
USL -0.35m SSL -0.05m FCL -0.55m
FCL -0.90m
BC1
BP1 FFL -3.40m
BP3
SSL -3.50m
USL -3.65m
BP1 BP3
USL -3.80m
FFL -3.40m SSL -3.50m
USL -3.65m USL -3.80m
BEDROOM PAVEMENT FINISHES BP1: Interior pine-wood parquet flooring fixed on wood battens with rock wool insulation in between. t=10cm BP2: Exterior teakwood deck flooring with non-slipping treatment, fixed on wood battens. t=10cm BP3: Exterior seen concrete finish, with higher resistance, thicker coating and with waterproof treatment. BP4: Non-slipping natural stone shower tray. t=3.5cm BEDROOM CEILING FINISH BC1: Interior matt white gypsum board, finished with smooth texture, fixed in slab with galvanized profiles. BC2: Exterior seen concrete finish, with raindrop. BEDROOM WALL FINISHES BW1: Exterior pinewood board finish, treated with oils and wax, fixed on wood battens with rock insulation in between. t=6cm BW2: Bedroom facade, made by wooden wall framing studs, rock wool insulation in between, finished with exterior treated
pinewood board fixed on OSB, and pinewood board on the interior. BW3: Interior double white gypsum board, matt white finish with smooth texture on one side, fixed with galvanized Pladur profiles on structural wall. t=6.5cm BW4: Interior corridor-bedroom partition made of double white gypsum board, matt white finish with smooth texture on both sides, fixed with galvanized Pladur profiles, with rock wool insulation in between. t=15cm BW5: Interior corridor-bedroom partition of pinewood finish on both sides glued on OSB boards, fixed with galvanized Pladur profiles, with rock insulation in between. t=16.5cm BW6: Interior corridor-bathroom partition made of OSB boards and pinewood finish on the corridor side, and double gypsum board coated with microcement on the bathroom side, fixed with galvanized Pladur profiles, with rock insulation in between. t=0.16cm BW7: Interior seen concrete finish. BW8: Translucent glass shower screen. BW9: Interior partition of double gypsum boards fixed with Pladur profiles, coated with microcement.
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BW10: Wooden wall above windows, made of exterior treated pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board OSB. BEDROOM OPENINGS BO1: Entrance pine-wood opaque door made by two solid-wood panels and rock wool insulation in between. BO2: Hopper laminated pinewood window, with double insulating glass. t=78cm BO3: Fixed laminated pinewood window, with double insulating glass. t=78cm BEDROOM FINISHES BF1: Stainless steel IPE profile as mirror support. t=2cm BF2: Exterior fixed solar protection with pinewood 5x5cm slats, fixed on wood battens. BF3: Interior pinewood 5x5cm slats, as separation between bedroom and living room, fixed with meatillic profiles. BF4: Dark grey exterior automatic roller blind.
SSL -0.05m
BC2
BW4
BF3
HOOPPER WINDOWHOOPPER WINDOW 0.80x2.85m 0.80x2.85m
BC1
USL -0.35m
FFL -0.90m
BC1 BW4
FFL -0.55m
BF3
BF4 BF4
BO2 BW10
BC2
BO2 BW10
USL -0.35m SSL -0.05m FFL -0.55m
BC1
BW4
FFL -0.90m
BC1
BP1 FFL -3.40m
BP3
REINFORCED CONCRETE DECK T=15CM REINFORCED CONCRETE DECK T=15CM
WELDED MESH WELDED MESH
SUPPORT WEDGESSUPPORT WEDGES
USL -3.65m
CONCRETE BASE T=50MM CONCRETE BASE T=50MM
USL -3.80m
IMPERMEABLE POLYETHYLENE IMPERMEABLE SHEET POLYETHYLENE 150µm SHEET 150µm
USL -3.80m
COMPACTED GROUND COMPACTED GROUND
BP3
BACKFILL DRAINATGE DITCH DRAINATGE WITH GRAVEL BACKFILL DITCH WITH GRAVEL
SSL -3.50m
BP1 FFL -3.40m
SSL -3.50m
USL -3.65m
SSL -0.05m
BC2
USL -0.35m SSL -0.05m
BC2
BW2
BW4
BC1
BF3
BW2
FFL -0.55m
USL -0.35m
BO1
BW8
BW9
BW4
BC1 BW4
BC1
FFL -0.90m
BF3
BW2
CASEMENT DOOR 0.80x2.85m FFL -0.55m
FFL -0.90m
BC1
BP1 FFL -3.40m
BP3 SSL -3.50m
USL -3.65m
BP3
USL -3.80m
BP1 FFL -3.40m
SSL -3.50m
USL -3.65m USL -3.80m
BEDROOM PAVEMENT FINISHES BP1: Interior pine-wood parquet flooring fixed on wood battens with rock wool insulation in between. t=10cm BP2: Exterior teakwood deck flooring with non-slipping treatment, fixed on wood battens. t=10cm BP3: Exterior seen concrete finish, with higher resistance, thicker coating and with waterproof treatment. BP4: Non-slipping natural stone shower tray. t=3.5cm BEDROOM CEILING FINISH BC1: Interior matt white gypsum board, finished with smooth texture, fixed in slab with galvanized profiles. BC2: Exterior seen concrete finish, with raindrop. BEDROOM WALL FINISHES BW1: Exterior pinewood board finish, treated with oils and wax, fixed on wood battens with rock insulation in between. t=6cm BW2: Bedroom facade, made by wooden wall framing studs, rock wool insulation in between, finished with exterior treated
pinewood board fixed on OSB, and pinewood board on the interior. BW3: Interior double white gypsum board, matt white finish with smooth texture on one side, fixed with galvanized Pladur profiles on structural wall. t=6.5cm BW4: Interior corridor-bedroom partition made of double white gypsum board, matt white finish with smooth texture on both sides, fixed with galvanized Pladur profiles, with rock wool insulation in between. t=15cm BW5: Interior corridor-bedroom partition of pinewood finish on both sides glued on OSB boards, fixed with galvanized Pladur profiles, with rock insulation in between. t=16.5cm BW6: Interior corridor-bathroom partition made of OSB boards and pinewood finish on the corridor side, and double gypsum board coated with microcement on the bathroom side, fixed with galvanized Pladur profiles, with rock insulation in between. t=0.16cm BW7: Interior seen concrete finish. BW8: Translucent glass shower screen. BW9: Interior partition of double gypsum boards fixed with Pladur profiles, coated with microcement.
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BW10: Wooden wall above windows, made of pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board. BEDROOM OPENINGS BO1: Entrance pine-wood opaque door made by two solid-wood panels and rock wool insulation in between. BO2: Hopper laminated pinewood window, with double insulating glass. t=78cm BO3: Fixed laminated pinewood window, with double insulating glass. t=78cm BEDROOM FINISHES BF1: Stainless steel IPE profile as mirror support. t=2cm BF2: Exterior fixed solar protection with pinewood 5x5cm slats, fixed on wood battens. BF3: Interior pinewood 5x5cm slats, as separation between bedroom and living room, fixed with meatillic profiles. BF4: Dark grey exterior automatic roller blind.
SSL -0.05m
USL -0.35m SSL -0.05m
BC2 BW2
FFL -0.55m
BC1
FFL -0.35m
BW1
BW3
BW1
FFL -0.35m
USL -0.35m
BC2
BF2
BW3
BW2
FFL -0.55m
BC1
BO1
BW4
BF3
CASEMENT DOOR 0.80x2.50m
BP1
BP2
FFL -3.40m SSL -3.50m
BP1
BP2
FFL -3.40m
USL -3.80m SSL -3.50m
USL -3.80m
SSL -0.05m
USL -0.35m SSL -0.05m
BP01
USL -0.35m
BC1
BW9
BW8
BW8
BW7
FFL -0.90m
BO1
BW4
BF3
BP01
BW9
BW8
BW8
BW7
CASEMENT DOOR 0.80x2.50m FFL -0.90m
BC1
BP1 FFL -3.40m
BEDROOM CEILING FINISH BC1: Interior matt white gypsum board, finished with smooth texture, fixed in slab with galvanized profiles. BC2: Exterior seen concrete finish, with raindrop. BEDROOM WALL FINISHES BW1: Exterior pinewood board finish, treated with oils and wax, fixed on wood battens with rock insulation in between. t=6cm BW2: Bedroom facade, made by wooden wall framing studs, rock wool insulation in between, finished with exterior treated
WELDED MESH WELDED MESH
REINFORCED CONCRETE DECK T=15CM REINFORCED CONCRETE DECK T=15CM
SUPPORT WEDGES SUPPORT WEDGES
BP1
CONCRETE BASE T=50MM CONCRETE BASE T=50MM
BEDROOM PAVEMENT FINISHES BP1: Interior pine-wood parquet flooring fixed on wood battens with rock wool insulation in between. t=10cm BP2: Exterior teakwood deck flooring with non-slipping treatment, fixed on wood battens. t=10cm BP3: Exterior seen concrete finish, with higher resistance, thicker coating and with waterproof treatment. BP4: Non-slipping natural stone shower tray. t=3.5cm
COMPACTED GROUND COMPACTED GROUND
BP4
SSL -3.50m
IMPERMEABLE POLYETHYLENE IMPERMEABLE SHEET POLYETHYLENE 150µm SHEET 150µm
BACKFILL DRAINATGE DITCH WITH GRAVEL BACKFILL DRAINATGE DITCH WITH GRAVEL
BP4
USL -3.60m
FFL -3.40m SSL -3.50m
USL -3.60m
pinewood board fixed on OSB, and pinewood board on the interior. BW3: Interior double white gypsum board, matt white finish with smooth texture on one side, fixed with galvanized Pladur profiles on structural wall. t=6.5cm BW4: Interior corridor-bedroom partition made of double white gypsum board, matt white finish with smooth texture on both sides, fixed with galvanized Pladur profiles, with rock wool insulation in between. t=15cm BW5: Interior corridor-bedroom partition of pinewood finish on both sides glued on OSB boards, fixed with galvanized Pladur profiles, with rock insulation in between. t=16.5cm BW6: Interior corridor-bathroom partition made of OSB boards and pinewood finish on the corridor side, and double gypsum board coated with microcement on the bathroom side, fixed with galvanized Pladur profiles, with rock insulation in between. t=0.16cm BW7: Interior seen concrete finish. BW8: Translucent glass shower screen. BW9: Interior partition of double gypsum boards fixed with Pladur profiles, coated with microcement.
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!"#$%%&'(")*+%,('-'.'/'0'1:20 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
BW10: Wooden wall above windows, made of pinewood board, breathable membrane, rock wool insulation in between wooden studs, vapor barrier and interior finish of oriented strand board. BEDROOM OPENINGS BO1: Entrance pine-wood opaque door made by two solid-wood panels and rock wool insulation in between. BO2: Hopper laminated pinewood window, with double insulating glass. t=78cm BO3: Fixed laminated pinewood window, with double insulating glass. t=78cm BEDROOM FINISHES BF1: Stainless steel IPE profile as mirror support. t=2cm BF2: Exterior fixed solar protection with pinewood 5x5cm slats, fixed on wood battens. BF3: Interior pinewood 5x5cm slats, as separation between bedroom and living room, fixed with meatillic profiles. BF4: Dark grey exterior automatic roller blind.
!"#$$%
!"#$%&'( !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
!"| !"#"$"%"&"'"'"&"%"!"("#"$ #$"%&& '#()"*(+,)-,#+."%/%0&" #$"%&% FIRE SECTORS !"#$$ #$"%&1 FLOOR -1 #$"%&2 GROUNDFLOOR #$"1&& 3--)44#5#6#,7"%/%0& #$"1&% FLOOR -1 #$"1&1 GROUND FLOOR #$"1&2 ADAPTED ROOM - TOILET !"%$ #$"2&& 8(3#.39)"%/%0& #$"2&% FOUL WATER DIAGRAM !"#$$
#$"2&; FLOOR -1 #$":&& 3#("-+.8#,#+.#.9"<"=).,#63,#+."%/%0& #$":&% CALCULATIONS #$":&1 HVAC DIAGRAM !"#$$ #$":&2"FLOOR -1 #$":&: GROUND FLOOR #$":&0 ROOF FLOOR #$"0&& )6)-,(#-#,7"4>**67"%/%0& #$"0&% ELECTRICITY DIAGRAMS !"#$$ #$"0&1 FLOOR -1 #$"0&2 GROUND FLOOR #$";&& ?3,)("4>**67"%/%0& #$";&% WATER DIAGRAM !"#$$ #$";&1 FLOOR -1 #$";&2 GROUND FLOOR
&'$()'&
#$"2&: ROOF FLOOR #$"2&0 GROUND FLOOR
Final Thesis Project | Júlia Boix Gonzalez
#$"2&2"SECONDARY ROOF
WINERY AND HOTEL SIURANA | September 2020
#$"2&1 RAINWATER DIAGRAM
!"#$%&#'($)("'* ACCORDING TO CTE DB - SI
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!"#$%&#'($)("'* )!#*+,"&#-".(%*'"$!/+&#&"0"*+,-.,'/',01203405'#$#$
&'$(6'&
Fire Extinguishers: Two types of fire extinguishers are placed in the building; dry poweder and CO2. Located next to evacuation exits and each 15m from every O.E. Need to be visible and accessible at located at a 1,7m height. | Fire Hose Reelâ&#x20AC;&#x2122;s System (BIE): Located next to evacuation exists and at <25m from any point in the building, need to be visible and accessible and with the center of the reel at 1.50m height above the floor. Manual Call Points: Placed next to evacuation exits, <25m from any point in the building, easily visible and accessible, beside fire hose reels. | Automatic Detectors: Smoke detector placed in the ceiling of each room. | Alarm System: Control Panel located in an accessible and protected place, and Siren located in each floor, zone and exteriors. Emergency Lighting: Located in a height of 2.5m above floor, following the evacuation route and above exit doors and near manual fire protection systems. | Fire Safety Signs: Located in evacuation routes and exits, near manual active fire protection system. Need to be visible and with dimensions according on the distance. | Smoke and Heat Exhaust Ventilation Systems: Protected stairs count with natural ventilation.
Final Thesis Project | JĂşlia Boix Gonzalez
PASSIVE SYSTEMS: According to CTE DB-SI, the Winery and Hotel Siurana is considered to be of Public Residential Use. The building is composed by -see I.101- one main sector which contemplates the building itself, sectorized elevators, different fire risk areas mainly located in the industrial volume, and protected serving as stairs. All these areas have the correct protection to fire design, following the regulations; the structural and constructive materials guarantee the resistance to fire, while the materials and finishes guarantee the reaction to it. According to the distribution, the distances within the volume and the occupation of each room and of the different areas of the building, at least two exits in each floor and two protected stairs have been placed in the building -see I.102 and I.103-. While for the facades, a resistance of > EI60 needs to be guaranteed in a distance of 2m between a protected stair and another zone, the windows in special fire risk need to be as well EI60, while for the roof, needs to be of the same fire resistance as the one the walls have, beeing though REI. All the elements that go through different sectors and special risk areas are correctly compartmented.
ACTIVE SYSTEMS: As mentioned, it includes those systems in charge of the supression or extinguishing, detection and alarma and emergency and evacuation - which can be by manual devices or automatic systems. The ones used in this building have been placed according to the CTE DB-SI4 and the RIPCI-93 regulations -see I.102 and i.103-.
WINERY AND HOTEL SIURANA | September 2020
The building is designed in order to accomplish the fire protection regulations; the design assures the protection of people and shelter them for safety, ensures that the building suffers the less possible and helps the fire fighters to access easily in case of fire. It embraces both passive and active systems. The passive systems count with the design of the buiding itself: compartmentation, evacuation and fire-figthers. While the active systems count with system installations: detection and alarm, extinguishing and emergency evacuations.
A
C
B
D
E
G
F
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
LOW RISK AREA
FIRE SECTOR
AFS
1
ELECTRICITY ROOM
08
09
10
11 12
07
13
06
14
05
15
03
04
16
02
17
01
20
21
18
22
19
6
CGP
HYDRAULIC PLATFORM
23
FIRE SECTOR
PROTECTED AREA 2
BUILDING: WINERY-HOTEL USE: PUBLIC RESIDENTIAL S= 1.246m2 23 STAIRS 28x16.9cm
PROTECTED STAIRS LOW RISK AREA
LOW RISK AREA
PROTECTED AREA
EXPEDITION STORAGE
EARTHWARE JAR STORE
PROTECTED STAIRS 22
01
5,5
02
21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
23 STAIRS 28x16.9cm
28,05
5,5
28,6
3
4
20
19
18
17
16
15
14
09
13
08
12
07
11
05
06
10
04
03
3,75
01
LIFT
02
21 STAIRS 28X16.6CM
FIRE SECTOR
7,3
5
6
A
B
C
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
LOW RISK AREA
BARREL STORE FIRE SECTOR
BIOMASS STORAGE
PROTECTED AREA
11
10
08
09
07
06
05
03
04
02
01
00
6
HYDRAULIC PLATFORM
PROTECTED AREA
PROTECTED STAIRS 2
12
13
14
15
16
17
18
20
21
22
19
BOILER'S ROOM
23 STAIRS 28x16.9cm
LOW RISK AREA
LOW RISK AREA
LOW RISK AREA
PROTECTED AREA
OENOLOGIST LAB
EARTHWARE JAR STORE
BOTTLING PLANT
PROTECTED STAIRS
5,5
00 22
01
21
02
20
03
19
04
18
05 06
17 16 15
09
13
10
12
11
23 STAIRS 28x16.9cm
DRYER
WASHER
28,05
5,5
28,6
3
4 21 STAIRS 28X16.6CM
FIRE SECTOR
LIFT
FIRE SECTOR 20
19
18
17
16
15
14
13
12
11
10
09
05
08
07
06
04
02
01
00 3,75
03
BUILDING: WINERY-HOTEL
7,3
5
6
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!"#$%&$'()#&%*%1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
USE: PUBLIC RESIDENTIAL S= 1.246m2
07 08
14
6,1
A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
21.7m<25m
21.4m<25m
LOW RISK AREA EI 90 | R 90 DOORS: EI2 45 c5
09
15.1m < 50m
HOT WATER STORAGE GIACOMINI BCI (Ø950mm, 1775mm)
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
12
13
14
15
16
17
18
19
20
21
22
23 STAIRS 28x16.9cm
EXIT
22.9m <25m
EI 90 | R 90 DOORS: EI2 45 c5
EI 120 | R30 PORTA: EI2 60 c5
O.E.
RAINWATER TANK IN SITU 15.000L
LOW RISK AREA
LOW RISK AREA
LOW RISK AREA
EI 90 | R 90 DOORS: EI2 45 c5
EI 90 | R 90 DOORS: EI2 45 c5
EI 90 | R 90 DOORS: EI2 45 c5
LEVEL EXIT 10.4m < 25m
2
BIOMASS STORAGE
LOW RISK AREA
11
08
10
07
06
05
04
03
02
PROTECTED STAIRS
01
00
6
LEVEL EXIT
EI 120 | R30 DOORS: EI2 60 c5
5,5
PROTECTED STAIRS
00 22
01
21
02
20
03
19
04
18 17
05 06
16
07 08
15 14
09
13
10
12
11
23 STAIRS 28x16.9cm
28,05
19.7m < 25m
24.9m < 25m
5,5
28,6
11.8m<25m
24.9m < 25m
3
O.E.
O.E.
O.E. EXTERIOR UNIT (0,58x 1,10 x 1,58m)
DRYER
WASHER
O.E.
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
4
20
19
18
17
16
15
14
13
12
11
10
09
08
07
05
04
06
03
02
01
3,75
00
21 STAIRS 28X16.6CM
OUTDOORS SAFE AREA
BUILDING EXIT
23.8m < 35m
BUILDING EXIT
22.2m < 35m
O.E.
5
7,3
O.E.
NATURAL VENTILATION
00.0m<00m O.E.
00.0m<00m
O.E.
O.E.
NATURAL VENTILATION
O.E.
O.E.
E
00.0m<00m NATURAL
00.0m<00m
NATURAL
E
E
FIRE EXTINGUISHER (DRY POWDER)
NATURAL
E
O.E.
VENTILATION
E
00.0m<00m O.E.
00.0m<00m
INDOOR SIREN NATURAL VENTILATION
OUTDOOR SIREN
E 1.50
E
LEVEL STOP VALVE FIXTURE STOP VALVE
1.50
!"##$%&'%(%1:150
1.50
1.50
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././ 1.50
1.50
1.50
1.50
2,5%
1.50
2,5%
1.50
2,5%
2,5%
EXIT
NATURAL VENTILATION
O.E.
!"#$%&
NATURAL
NATURAL VENTILATION
E
O.E. 00.0m<00m
AUTOMATIC FIRE DETECTOR
1.50
1.501.50
E
O.E. NATURAL
FIRE DECTION CONTROL PANEL
1.50
E
E
FIRE HOSE REEL’S SYSTEM (BIE) 1.50
1.50
E
MANUAL CALLVENTILATION POINT
00.0m<00m
NATURAL VENTILATION
VENTILATION EMERGENCY LIGHTING WITH SIGN
O.E. 00.0m<00m
O.E.
NATURAL VENTILATION
O.E.
O.E. VENTILATION BIE’S WATER DISTRIBUTION
VENTILATION O.E. FIRE EXTINGUISEHR CO2
00.0m<00m
E
BIE’S WATER DISTRIBUTION
NATURAL
VENTILATION O.E. 00.0m<00m REAL DISTANCE < ESCAPE ROUTE 1.50 MAX. DISTANCE
00.0m<00m
00.0m<00m
BUILDING BIE’S WATER MAIN PIPE UNDERGROUD NATURAL VENTILATION
NATURAL VENTILATION
00.0m<00m
E EVACUATION ROUTE
00.0m<00m
O.E.
ORIGIN OF EVACUATION
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
00.0m<00m
FOUL WATER DUCT
E
VENTILATION
NATURAL VENTILATION
NATURAL VENTILATION
E
E NATURAL
O.E.
00.0m<00m
1.50
00.0m<00m
NATURAL VENTILATION
2,5%
E
6
DISTRIBUCIÓ DE REC SOSTRE
EXIT
he= 3.90m
OUTDOORS SAFE AREA
u
OUTDOORS SAFE AREA A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
BUILDING EXIT
1
BUILDING EXIT
13.7m < 15m
09
BIE
11
08
07
10
06
05
04
03
02
01
6
CGP
EI 90 | R 90 DOORS: EI2 45 c5
EXIT
AFS
OUTDOORS SAFE AREA LOW RISK AREA
NATURAL VENTILATION
18.6m < 25m
44.1m < 50m
12
13
14
15
16
17
18
19
20
21
22
23
OUTDOORS SAFE AREA
NATURAL VENTILATION
PROTECTED STAIRS EI 120 | R30 DOORS: EI2 60 c5
LOW RISK AREA
LOW RISK AREA
EI 90 | R 90 DOORS: 2x EI2 45 c5
EI 90 | R 90 DOORS: 2x EI2 45 c5
BUILDING EXIT
BUILDING EXIT
EXIT
16.8m < 25m
O.E.
22
01
21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
EI 120 | R30 DOORS: EI2 60 c5
PROTECTED STAIRS
02
5,5
16.2m < 50m
2
23 STAIRS 28x16.9cm
23 STAIRS 28x16.9cm
28,05
5,5
28,6
11.8m < 25m
3
24.9m < 25m
O.E.
NATURAL VENTILATION
O.E.
BULDING EXIT
4
20
19
18
17
16
15
14
13
12
09
11
08
10
05
07
04
06
03
02
3,75
01
21 STAIRS 28X16.6CM
O.E.
NATURAL VENTILATION
E
5
E
52.0m < 50m + 25%EXT.
25
.3m
<5
0m
+2
5%
EX
7,3
T.
NATURAL VENTILATION
00.0m<00m
37.0m < 50m
O.E.
O.E. O.E. 6
00.0m<00m
O.E.
O.E.
NATURAL VENTILATION
O.E.
NATURAL VENTILATION
BIE’S WATER DISTRIBUTION 00.0m<00m NATURAL
NATURAL
00.0m<00m
E
00.0m<00m
NATURAL
E
E
FIRE EXTINGUISHER (DRY POWDER)
NATURAL
E
O.E.
1.50
VENTILATION
O.E.
1.50
OUTDOOR SIREN
1.50
E
LEVEL STOP VALVE FIXTURE STOP VALVE
1.50
!"#$%&'(##")*)1:150 1.50
1.50
2,5%
1.50
2,5%
2,5%
EXIT
NATURAL VENTILATION
E
O.E.
!"#$%&
INDOOR SIREN NATURAL VENTILATION
NATURAL VENTILATION
00.0m<00m
1.50
NATURAL
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
1.50
2,5%
00.0m<00m E
1.50
1.50
E
O.E.
AUTOMATIC FIRE DETECTOR
1.50
1.501.50
E
O.E. NATURAL 00.0m<00m
FIRE DECTION CONTROL PANEL
E
E
FIRE HOSE REEL’S SYSTEM (BIE) 1.50
1.50
E
MANUAL CALLVENTILATION POINT
00.0m<00m
NATURAL VENTILATION
VENTILATION EMERGENCY LIGHTING WITH SIGN
O.E. 00.0m<00m
O.E.
NATURAL VENTILATION
O.E.
O.E. VENTILATION BIE’S WATER DISTRIBUTION
VENTILATION O.E. FIRE EXTINGUISEHR CO2
00.0m<00m
E
O.E.
00.0m<00m
BUILDING BIE’S WATER MAIN PIPE UNDERGROUD
VENTILATION O.E. 00.0m<00m REAL DISTANCE < ESCAPE ROUTE 1.50 MAX. DISTANCE
NATURAL VENTILATION
00.0m<00m
E EVACUATION ROUTE
00.0m<00m
O.E.
ORIGIN OF EVACUATION
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
00.0m<00m
FOUL WATER DUCT
E
VENTILATION
NATURAL VENTILATION
00.0m<00m
O.E.
E
E NATURAL
O.E.
NATURAL VENTILATION 1.50
00.0m<00m
NATURAL VENTILATION
2,5%
E
DISTRIBUCIÓ DE REC SOSTRE
EXIT
he= 3.90m
un
+))$,,"-"."(/ ACCORDING TO CTE SUA - 9
ADAPTED TOILET: The building counts with an acessible toilet on the public area, able to be of shared use for both sexes, and connected to the acessible route. This toilet, has an obstacle free diameter of ø1.5m and counts on support bars, mechanisms and chromatically differentiated accessories from the environment. The WC located at 45cm from the floor, has in both
height that the section can save is 2.2m, and the minimum width that should have is 1m. The landing, to be accessible needs to have at least the same width as the stairs. The handrail needs be in both sides when the width is >1.20m, and in between 0.90-1m height above the floor. Needs to be continuous, stable easy to grab and separated from the wall at least 4cm. According to the regulation 2.2 of SUA9, a visual and tactile strip of paving needs to be arranged on the beginning of the stairs and landing. ACESSIBLE LIFT evators, including disabled people. Cabinet of dimensons 1,10x1,40m, with one door. The buttons box, located at the left side of the exit direction, include characters in Braille and
ADAPTED BEDROOM: The project needs at least one adapted bedroom which guarantees the required characteristics of the adapted dwellings. The corridors need a free width of 1,10m while inside the main room and bedroom need a free ø1.5m of obstacles, one of the sides of the bed need a with of 90cm and a space of ø1.2m need to be free in front of doors. The bathroom, as the adapted toilet, counts on a ø1.5m inscription and has the same sanitary elements characteristics as the adapted toilet, with the specifications of the support bars. The bathroom counts as well with a shower, with the floor tray at the same level as the flooring parquet and a slope of 2%. There is a seat of dimensions 40x40cm and at a height of 50cm, hinged with a back. The terrace has a free diameter turn of 1.20m as well. -see I.203-.
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ACCESSIBLE STAIRS: Each straight section, needs to have at least 3 stairs, with a tread of at
SUPPORT BARS: Easy to grab, with a ø30-40mm, separated 4cm from wall, which support 1KN stress in each direction. The WC bars, hinged and with a 70cm lenght, are placed at a height of 70-75cm from floor, separated from each other 65-70cm. The shower bars are placed next to the seat, 2 horizontal ones at least at the two corner walls, and a vertical one at the back wall, placed at 60cm of the corner.
Final Thesis Project | Júlia Boix Gonzalez
ACCESSIBLE ITINERARY: The building should follow an acessible itinerary which doesn’t include changes of levels, should include inscriptions of ø1.5m in entrances, end of corridors and in front of elevators, and ø1.2m in corridors and on the two sides of doors. These should
WINERY AND HOTEL SIURANA | September 2020
The project is designed in order to meet the functional conditions and provide the accessible elements in order to facilitate the non-discriminatory, independent and safe access and use of buildings to people with disabilities.
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ACCESSIBLE STAIRS
23 STAIRS 28x16.9cm
1,2
HOT WATER STORAGE GIACOMINI BCI (Ø950mm, 1775mm)
08
BIOMASS STORAGE
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
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ACCESSIBLE ELEVATOR
RAINWATER TANK IN SITU 15.000L
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ACCESSIBLE STAIRS
5,5
00 22
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23 STAIRS 28x16.9cm
DRYER
WASHER
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EXTERIOR UNIT (0,58x 1,10 x 1,58m)
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
4 21 STAIRS 28X16.6CM
ACCESSIBLE STAIRS
1,4
ACCESSIBLE ELEVATOR
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ADAPTED ROOM
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NATURAL VENTILATION
NATURAL 00.0m<00m VENTILATION O.E.
00.0m<00m
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O.E. E
ACCESSIBLE ROUTE
0.00m 1.50
ACCESSIBLE TURNING RADIUS
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DISTRIBUCIÓ DE REC SOSTRE
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AFS
ACCESSIBLE ENTRANCE
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CGP
1,2
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15
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03 20
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02 21
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ACCESSIBLE STAIRS
19
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ACCESSIBLE ELEVATOR
23 STAIRS 28x16.9cm
1,2
ACCESSIBLE STAIRS 1
1,2
2
22
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21
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02 03
20
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23 STAIRS 28x16.9cm
3
1,2
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1,5
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ADAPTED TOILET
ACCESSIBLE ENTRANCE 4 21 STAIRS 28X16.6CM
ACCESSIBLE STAIRS
1,5
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ACCESSIBLE ELEVATOR
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NATURAL VENTILATION
NATURAL 00.0m<00m VENTILATION O.E.
00.0m<00m
E
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ACCESSIBLE ROUTE
0.00m 1.50
ACCESSIBLE TURNING RADIUS
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CASEMENT DOOR
ADAPTED BEDROOM
0,4
0.55
S=33,10m2 2%
1.5
0,8
ADAPTED ROOM -CONNECTED TO THE ACCESSIBLE ROUTE. HOTEL ROOM THAT MEETS THE APPLICABLE AND REQUIRED CHARACTERISTICS IN ACCESSIBLE DWELLINGS FOR WHEELCHAIR USERS WITH HEARING IMPAREMENTS. -FREE WIDTH OF 1,10M IN CORRIDORS AND 0,80M MIN. IN DOORS. -OBSTACLE FREE ø1.5M INSIDE MAIN LIVING AREA AND BEDROOM. -FREE WIDTH OF 0.90M IN ONE OF THE LATERAL TRANSFER SPACES FROM BED. -OBSTACLE FREE ø1.20M IN FRONT OF MAIN DOOR ENTRANCE. -OBSTACLE FREE ø1.20M IN TERRACE. -ADAPTED BATHROOM WITH ø1.5M FREE.
1.5
0.7
1,5
ADAPTED BATHROOM -OBSTACLE FREE ø1.5CM INSIDE AND ACCESSIBLE DOOR. -WC WITH LATERAL TRANSFER SPACE OF 80CM WIDTH AND 75CM DEEP. HINGED SUPPORT BAR. -SINK WITH FREE INTERIOR SPACE OF 70CM HEIGHT AND 50CM DEPTH. LOCATED AT A MAX. HEIGHT OF 85CM. -SHOWER WITH TRAY AT SAME LEVEL OF BATHROOM FLOOR AND EVACUATION SLOPE OF 2%. -SHOWER SEAT, WITH BACK, 40X40CM DIMENSIONS AT A HEIGHT ABOVE FLOOR OF 50CM.
HOPPER WINDOW
0.7
1.45
0,8
FIXED WINDOW
CASEMENT DOOR
S=4,80m2
1,5
1,2
ADAPTED TOILET
FIXED WINDOW
HOPPER WINDOW
ADAPTED TERRACE S=6,20m2
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-CONNECTED TO THE ACCESSIBLE ROUTE. -OBSTACLE FREE ø1.5M INSIDE AND ACCESSIBLE DOOR. -WC TOILET WITH BOTH LATERAL TRANSFER SPACE OF 80CM WIDTH AND 75CM DEEP. -HINGED SUPPORT BARS, SEPARATED FROM EACH OTHER 65-70CM. LENGTH OF 70CM AND AT A HEIGHT OF 70-75CM. -SINK WITH FREE INFERIOR SPACE OF 70CM HEIGHT AND 50CM DEPTH, LOCATED AT A MAX HEIGHT OF 85CM.
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RAINWATER The Winery and Hotel Siurana has 3 main roofs, from which rainwater accumulation will be
FOULWATER Foulwater coming from sanitary fixtures, electrical appliances and syphonic gullies in service’s chambers and industrial rooms need be evacuated. Vertical stacks are connected to horizontal drains in the false ceiling in order for the water to be evacuated outside the building until the septic tank. Each appliance or fixture has its own trap before being connected to a branch soil pipe, with an aprox. 4% to prevent the entrance of sewe gases from wet rooms. This branch is afterwards connected to the stack or drain, single traps are used in fixture of appliance as well. When stacks or drains change diameter, a clean-out is placed. The stacks which were able to arrive to the roof have primary ventilation, while the ones which do not reach thae roof level have an air admittance valve in the false ceiling.
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gullies and the terraces of the GF -see I.305- has 7 gullies. Half of the water from these roofs is collected and stored in a rainwater tank built in situ in the Floor -1 and used for cleaning the different industrial rooms and exterior terraces. The other half of the water, is collected and evacuated outside the building in an underground tank for watering the grapevines and the exterior close exterior of the building.
Final Thesis Project | Júlia Boix Gonzalez
Traps, seals and ventilation are used to prevent sewer gases from entering habitable ares. All pipes and ducts are accessible for maintenance, there are placed clean outs and inspection chambers in the joints, diversions, change of directions and change of diameters of the stacks and drains. All of them changing compartment, have a fire collar due to fire protection.
removed by gullies. According to CTE DB HS5 table 4.6, the roof areas and geometry, and the design and distribution of the building, a total of 19 gullies are connected to stacks with primary ventilation -see I.302-. To achieve a good evacuation of the rainwater in the roofs, there are slopes formed, in between 1-5%, with the perimeter of the roof at the same level. WINERY AND HOTEL SIURANA | September 2020
The water drainage strategy follows a separative scheme and is collected according to the CTE regulations: rainwater from roofs is sent towards a rainwater tank and foul water from sanitary fixtures, electrical appliances and services’ chambers will end up in a septic tank. By using this system, aside from reducing the risk of smells due to the foul water, the water from the rain is used for cleaning the industrial rooms and watering the close exterior of the building. For this evacuation of waste water, it is needed a fast and easy disposal, using gravity as much as possible -see I.301 and I.302-; vertical stacks are used until the last possible level and then joint to a horizontal duct which directs water to the outside of the building. Building traps, one for each system, are placed just after the façade, inside inspection chambers, buried in the ground. By using a separative system and having two building traps, the ventilation needed can be through a direct and undiminished extension of the stacks over the roof achieveing a primary ventilation, with a height of 2m, and in the cases where the extension is not possible, an air admitance valve placed in the false ceiling is used.
FW3
FW4
FW5
FW6
FW7 PRIMARY VENTILATION
PRIMARY AIR HANDLNG UNIT PRIMARY AIR HANDLNG UNIT
INSTALLATIONS FLOOR
CHANGING ROOM
ADAPTED TOILET
TOILET
BAR
TOILET
FAN-COIL
SINK
SINK WC
SINK
SINK
WC
WC
SINK
SINK
WC FIXTURE
FW1
INDUSTRIAL CORRIDOR
FW2
EARTHWARE JAR STORE
GROUND FLOOR
BEDROOM x8
AIR ADMITTANCE VALVE
FAN-COIL
OENOLOGIST LAB SHOWER
WC INDUSTRIAL
FAN-COIL
CLEAN-OUT
BRANCH PIPES
LAUNDRY ROOM
FOUL WATER STACK SINK BATH TUB
SINK
SINK
SINK
WC
WASHER
DRYER
WC
INDUSTRIAL CORRIDOR FLOOR -1
SINK
EARTHWARE JAR STORE RAINWATER TANK ROOM
DRAIN CHANNEL
BOTTLING BARREL PLANT CLEANING AND REPARATION
SYPHONIC GULLY
BARREL STORE
DRAIN
INSPECTION CHAMBER FOULWATER BUILDING TRAP INSPECTION CHAMBER
CONNECTING PIPE
UNDERGROUND SEPTIC TANK
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RW5
SECONDARY ROOF
RW6
SECONDARY ROOF 2 S=292.55m2
RW7
RW11
INDUSTRIAL ROOF S=266.70m2 ROOF 4 S=107.6m2
RW4
ROOF
ROOF 3 S=107.60m2
RW3
ROOF 1 S=26.6m2
RW1
WINETASTING ROOF S=141m2 ROOF 2 S=24.9m2
RW2
CLEANING INDUSTRIAL GF STOP VALVE
ROOF 8 S=70.50m2
RW12
RW13
RW9
BAR ROOF S=153.20m2 ROOF 6 S=76.60m2
RW9
ROOF 5 S=76.60m2
RW8
EXTERIOR STOP VALVE
EARTHWARE EXPEDITION INDUSTRIAL JAR STORE STORAGE CORRIDOR
EVENTS TERRACE
BAR TERRACE
ENTRANCE TERRACE
BAR TERRACE S=92.15m2
ENTRANCE TERRACE S=99.90m2
EVENTS TERRACE S=180.15m2
GROUND FLOOR
ROOF 7 S=70.50m2
RW10
TERRACE 11 S=60.05m2
TERRACE 12 S=60.05m2
TERRACE 13 S=60.05m2
RW16
RW17
RW18
TERRACE 9 S=54.90m2
TERRACE 10 S=55.56m2
RW14
RW15
TERRACE 14 S=45.90m2
RW19
ROOF GULLY
CLEANING INDUSTRIAL -1 STOP VALVE
RW20
CLEAN-OUT
CLEANING INDUSTRIAL -1 STOP VALVE
PUMPING SET FIXTURE STOP VALVE
RAINWATER STACK
BOTTLING CLEANING AND BARREL PLANT REPEARING STORE
EARTHWARE ONEOLOGIST INDUSTRIAL JAR STORE LAB CORRIDOR
TERRACE 15 S=46.25m2
RAINWATER TANK IN SITU 15.000L
INSPECTION CHAMBER RAINWATER BUILDING TRAP
FLOOR -1
DRAIN
INSPECTION CHAMBER
CONNECTING PIPE
UNDERGROUND RAINWATER TANK FOR WATERING VINES
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SEC. ROOF 2 S=292.55m2
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3
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28,6
SEC. ROOF 2 S=292.55m2
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RW9
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4%
4%
4%
NATURAL NATURAL VENTILATION VENTILATION
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NATURAL NATURAL VENTILATION VENTILATION
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FOULFOUL WATER BUILDING TRAPDUCT WATER
FOUL WATER DUCT
FOUL WATER SIPHONIC GULLY
2,5%
2,5%
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT external connection pipe
FOUL WATER DUCT
FOUL WATERDUCT DUCT
FOUL WATER RAINWATER STACK 2,5%
FOUL WATER DRAIN ABOVE
2,5%
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1.50
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NATURAL VENTILATION
O.E. E
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1.50 1.50
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2,5% 2,5%
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O.E. NATURAL VENTILATION
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INDUSTRIAL ROOF S=266.7m2
IND. ROOF 2 S=24.9m2
6
2,5%
4,5%
4,5%
FW3
RW1 09
RW2
11
08
10
07
06
05
04
03
02
01
5%
2,5%
PRIMARY AIR HANDLING UNIT TKM 22
12
13
14
15
16
17
18
19
20
21
22
3,5%
23
2%
CHILLER AIRCON 1CHL-0160 (2,27 x 2,12 x 1,32m)
RW3
3,5%
RW6
RW5 IND. ROOF 3 S=107.6m2
2
RW7
BAR ROOF S=153.2m2
22
01
21
02
5,5
BAR ROOF 5 S=76.6m2
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
4%
4%
2,5%
4%
3
5%
FW4 FW5
BAR ROOF 6 S=76.6m2
3,5% PRIMARY AIR HANDLING UNIT TKM 65
28,05
IND. ROOF 4 S=107.6m2
3,5%
5,5
28,6
2%
RW8
RW4
4%
FW6
RW9
4
4%
2,5%
RW10
RW11
19
18
17
14
16
13
15
10
12
09
11
08
05
07
04
06
03
02
3,75
01
4%
NATURAL NATURAL VENTILATION VENTILATION
00.0m<00m 00.0m<00m O.E. O.E.
5
E
WINETASTING ROOF 7 S=70.5m2
E
RW12
WINETASTING ROOF 8 S=70.5m2
RW13
NATURAL NATURAL VENTILATION VENTILATION
00.0m<00m 00.0m<00m O.E. O.E. E
5%
5%
NATURAL NATURAL VENTILATION VENTILATION
00.0m<00m 00.0m<00m E
O.E. O.E. 2,5%
4,5%
4,5%
2,5%
E E 7,3
1.50 1.50
NATURAL VENTILATION 3,5%
00.0m<00m O.E. E
00.0m<00m
O.E. NATURAL VENTILATION
O.E. 00.0m<00m
E
NATURAL O.E. VENTILATION
1.50 1.50
O.E.
2,5% 2,5%
00.0m<00m
00.0m<00m
NATURAL VENTILATION
00.0m<00m
1.50 1.50
6
3,5%
NATURAL VENTILATION
NATURAL VENTILATION
WINETASTING ROOF S=141m2
1.50
2,5% 2,5%
E
E
DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE DISTRIBUCIÓ DISTRIBUCIÓDE DEREC RECTERRA TERRA DISTRIBUCIÓ 2,5%
1.50
FOULDISTRIBUCIÓ WATER DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE 1.50
1.50
1.50
DE FOULDISTRIBUCIÓ WATER STACK DISTRIBUCIÓ DEREC RECTERRA TERRA FOUL WATER DRAIN UNDER
FOUL WATER DUCT
FOUL WATER SIPHONIC GULLY
2,5%
2,5%
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
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RAINWATER RECIRCULATION 1.50
RAINWATER DISTRIBUTION ABOVE DISTRIBUCIÓ DE REC
RAINWATER DRAIN ABOVE RAINWATER DRAIN UNDER
FOULFOUL WATER BUILDING TRAPDUCT WATER 2,5%
FOUL WATERDUCT DUCT
FOUL WATER RAINWATER STACK 2,5%
FOUL WATER DRAIN ABOVE
1.50
RAINWATER
1.50
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NATURAL VENTILATION
O.E. E
O.E. E
E
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00.0m<00m
E
O.E.
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coldwater water cold DISTRIBUCIÓ rainwater DE REC SOSTRE rainwater BIE distribuiton DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DEdistribuiton REC SOSTRE BIE
!""#$#%""!$&$1:150 DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DEDE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././ cold DISTRIBUCIÓ DE REC TERRA coldwater water external connection pipe rainwater FOULDISTRIBUCIÓ WATER DUCT rainwater DE REC TERRA FOUL WATER DUCT BIE BIEdistribuiton distribuiton
underground external connection pipe
underground distribution pipe
SOSTRE
external connection pipe UNDER DISTRIBUCIÓ DE REC TERRA RAINWATER DISTRIBUTION external connection pipe underground distribution pipe PUMPING SET underground distribution pipe hw distribution LEVEL STOP VALVE hw distribution hwbackflow backflow hw
distribution pipe FOUL WATER DUCT hw distribution
1:20
external connection pipe underground distribution pipe hw distribution hw backflow cold water rainwater external connection pipe BIE distribuiton
A
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D
E
F
G
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49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
ENTRANCE TERRACE S=110.55m2
1
5%
FW3
09
RW2
3%
3%
3%
3%
11
08
10
07
06
05
04
03
02
01
6
RW1
CGP
AFS
5%
ENTRANCE TERRACE 9 S=54.90m2
23 STAIRS 28x16.9cm RW5
RW3
FW1
5%
12
13
14
15
16
17
18
20
21
22
19
23
5%
ENTRANCE TERRACE 10 S=55.56m2
RW6
RW14
RW15
2
RW7
22
01
21
5,5
02
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
23 STAIRS 28x16.9cm
RW4
3
03
RW8
28,05
FW4 FW5 5,5
28,6
FW2
FW6 RW9
FW7
4
RW11
WINE TASTING TERRACE 12 S=60.05m2
20
19
18
17
16
15
14
13
12
09
11
08
10
05
07
04
06
03
02
01
3,75
WINE TASTING TERRACE 11 S=60.05m2
RW10
21 STAIRS 28X16.6CM
WINE TASTING TERRACE 13 S=60.05m2
NATURAL NATURAL VENTILATION VENTILATION 5
RW17
RW16
00.0m<00m 00.0m<00m O.E. O.E.
RW18
E
3,5%
3,5%
NATURAL NATURAL VENTILATION VENTILATION
RW19 RW12
E
BAR TERRACE 14 S=45.90m2
E 5%
BAR TERRACE 15 S=46.25m2
3,5%
00.0m<00m 00.0m<00m O.E. O.E. 5%
RW20
RW13
NATURAL NATURAL VENTILATION VENTILATION
4%
4,5%
00.0m<00m 00.0m<00m E
5%
5%
5%
O.E. O.E.
5%
E E 5,5%
7,3
1.50 1.50
3,5%
3,5%
5,5%
5,5%
5,5%
NATURAL VENTILATION
3,5%
00.0m<00m O.E.
NATURAL VENTILATION
E
6
O.E. 00.0m<00m
E
NATURAL O.E. VENTILATION
1.50 1.50
O.E.
2,5% 2,5%
00.0m<00m
00.0m<00m
00.0m<00m
O.E. NATURAL VENTILATION
EVENTS TERRACE S=180.15m2
4%
2,5% 2,5%
E
DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE DISTRIBUCIÓ DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA 2,5%
1.50
FOULDISTRIBUCIÓ WATER DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE 1.50
1.50
1.50
DE FOULDISTRIBUCIÓ WATER STACK DISTRIBUCIÓ DEREC RECTERRA TERRA FOUL WATER DRAIN UNDER
RAINWATER RECIRCULATION 1.50
RAINWATER DISTRIBUTION ABOVE DISTRIBUCIÓ DE REC
RAINWATER DRAIN ABOVE RAINWATER DRAIN UNDER
FOULFOUL WATER BUILDING TRAPDUCT WATER
FOUL WATER DUCT
2,5%
FOUL WATERDUCT DUCT
FOUL WATER RAINWATER STACK 2,5%
FOUL WATER DRAIN ABOVE
1.50
RAINWATER
1.50
FOUL WATER SIPHONIC GULLY
2,5%
2,5%
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT external connection pipe underground distribution pipe
BAR TERRACE S=92.15m2
E
O.E. 1.50
NATURAL VENTILATION
O.E. E
00.0m<00m
E
E
NATURAL VENTILATION
E
00.0m<00m NATURAL VENTILATION
O.E.
2,5%
RAINWATERDE BUILDING DISTRIBUCIÓ RECTRAP SOSTRE RAINWATERDE ROOF GULLY DISTRIBUCIÓ external connectionREC pipe TERRA
FOUL WATER DUCT
2,5%
1:20
2,5%
DISTRIBUCIÓ DE REC cold coldwater water rainwater FOULDISTRIBUCIÓ WATER DUCT rainwater DE REC TERRA BIE BIEdistribuiton distribuiton
SOSTRE
external connection pipe UNDER DISTRIBUCIÓ DE REC TERRA RAINWATER DISTRIBUTION external connection pipe underground distribution pipe PUMPING SET underground distribution pipe hw distribution LEVEL STOP VALVE hw distribution hwbackflow backflow hw
FIXTURE STOP VALVE FOUL WATER DUCT coldwater water cold DISTRIBUCIÓ rainwater DE REC SOSTRE rainwater BIE distribuiton DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE BIE distribuiton !"#$%& !"#$%&'()##"'*' 1:150 DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DEDE REC TERRA SOSTRE !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././ DISTRIBUCIÓ DE REC TERRA
external connection pipe underground DISTRIBUCIÓ DE REC distribution SOSTRE underground distributionpipe pipe distribution DISTRIBUCIÓ DEhw REC TERRA hw distribution hw hwbackflow backflow
4,5%
NATURAL VENTILATION
00.0m<00m
1.50 1.50
external connection pipe
underground external connection pipe
underground distribution pipe
FOUL WATER DUCT
distribution pipe FOUL WATER DUCT hw distribution
external connection pipe underground distribution pipe hw distribution hw backflow cold water rainwater external connection pipe BIE distribuiton
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49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
PUMPING SET
FOULWATER STACK
FW3
23 STAIRS 28x16.9cm RW5
RW3
SYPHONIC GULLY
BIOMASS STORAGE
HOT WATER STORAGE GIACOMINI BCI (Ø950mm, 1775mm)
08
RW2
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
07
15
09
06
16
11
05
17
12
04
18
10
03
19
13
02
20
14
01
21
00
22
6
RW1
FW1
RAINWATER STACK
RAINWATER TANK IN SITU 15.000L
RW6
2
CLEANING INDUSTRIAL -1 STOP VALVE
RW14
RW15 RW7
FIXTURE STOP VALVE
5,5
00 22
01
21
02
20
03
19
04
18 17
05 06
16
07 08
15
09
13
10
12
11
23 STAIRS 28x16.9cm
RW4
3
14
FW4 FW5 DRAIN CHANNEL
DRYER
WASHER
28,05
RW8
5,5
28,6
FW2
FW6 EXTERIOR UNIT (0,58x 1,10 x 1,58m)
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
RW9
4
RW11
20
19
18
17
16
15
14
13
12
11
10
09
08
07
05
04
06
03
02
01
3,75
00
FW7
RW10
21 STAIRS 28X16.6CM
RAIN WATER DRAIN
INSPECTION CHAMBER RAINWATER BUILDING TRAP
FOUL WATER DRAIN
5
RW17
RW16
CONNECTING PIPE
NATURAL NATURAL VENTILATION VENTILATION
RW18
00.0m<00m RW12 00.0m<00m O.E. O.E. E
RW19
RW13
RW20
E
NATURAL NATURAL VENTILATION VENTILATION
00.0m<00m 00.0m<00m O.E. O.E.
NATURAL NATURAL VENTILATION VENTILATION
00.0m<00m 00.0m<00m E
O.E. O.E.
7,3
E
E E 1.50 1.50
NATURAL VENTILATION
00.0m<00m O.E.
NATURAL VENTILATION
E
O.E. 00.0m<00m
E
NATURAL O.E. VENTILATION
1.50
E
DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE DISTRIBUCIÓ DISTRIBUCIÓDE DEREC RECTERRA TERRA DISTRIBUCIÓ
E
2,5% 2,5%
1.50
1.50
1.50
FOULDISTRIBUCIÓ WATER DISTRIBUCIÓDE DEREC RECSOSTRE SOSTRE DISTRIBUCIÓ DE REC FOUL WATER STACK DISTRIBUCIÓ DE RECTERRA TERRA
1.50
FOUL WATER DRAIN UNDER
FOUL WATER DUCT
FOUL WATER SIPHONIC GULLY
2,5%
2,5%
2,5%
RAINWATER DRAIN ABOVE
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT external connection pipe
RAINWATERDE BUILDING DISTRIBUCIÓ RECTRAP SOSTRE RAINWATERDE ROOF GULLYTERRA DISTRIBUCIÓ REC external connection pipe
external connection pipe underground distribution pipe DISTRIBUCIÓ DE REC SOSTRE underground distribution pipe !"#$%& hw DISTRIBUCIÓ DE REC TERRA1:150 !"##$%&'%(% hwdistribution distribution hw hwbackflow backflow
!"#$%&'(#)'*+,$-'."/%(#('0' !"#$%#&'&#()*(+,(-&././ FOUL WATER DUCT
2,5% 2,5%
DISTRIBUCIÓ DE REC SOSTRE cold coldwater water rainwater FOULDISTRIBUCIÓ WATER DUCT rainwater DE REC TERRA BIE BIEdistribuiton distribuiton
RAINWATER RECIRCULATION 1.50
RAINWATER DRAIN UNDER
FOULFOUL WATER BUILDING TRAPDUCT WATER 2,5%
FOUL WATERDUCT DUCT
FOUL WATER RAINWATER STACK 2,5%
FOUL WATER DRAIN ABOVE
2,5%
1.50
RAINWATER
1.50
NATURAL VENTILATION
O.E. E
NATURAL VENTILATION
O.E. E
E
NATURAL VENTILATION
00.0m<00m
00.0m<00m
E
O.E.
1.50 1.50
O.E.
2,5% 2,5%
00.0m<00m
00.0m<00m
00.0m<00m
O.E. NATURAL VENTILATION
6
NATURAL VENTILATION
00.0m<00m
1.50 1.50
DISTRIBUCIÓ DE REC RAINWATER DISTRIBUTION ABOVE
SOSTRE
externalconnection connection pipe DISTRIBUCIÓ DE REC TERRA RAINWATER DISTRIBUTION UNDER external pipe undergrounddistribution distribution pipe PUMPING SET underground pipe 2,5% hw distribution LEVEL STOP VALVE hw distribution hwbackflow backflow hw FIXTURE STOP VALVE FOUL WATER DUCT coldwater water cold DISTRIBUCIÓ DE REC SOSTRE rainwater rainwater BIEdistribuiton distribuiton DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE BIE
DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DEDE REC TERRA DISTRIBUCIÓ DE REC TERRA
external connection pipe
FOUL WATER DUCT
underground distribution pipe external connection pipe FOUL WATER DUCT hw distribution
external connection pipe underground distribution pipe hw distribution hw backflow cold water rainwater external connection pipe BIE distribuiton
UNDERGROUND TANK FOR VINES IRRIGATION UNDERGROUND SEPTIC TANK
!"#$%&'(")"&'"'*$!'($+,')"-!)"&'$
The main idea of the project, referring to the air conditioning and ventilatio, is based on a totally different strategy according to the different uses of the building. The industry does not have many comfort demands, while the cellar and hotel need to guarantee a comfortable stay
In the whole project, the air conditoning equipment such as Fan-Coils, are located in the fals ceiling of the rooms, always accessible and registrable, while the Primary Air Handling Units in charge of the ventilation, are located in an Installations Slab -see I.402-. All the machinery and ducts used have been dimensioned according to calculations and are correctly compartmented for fire protection.
!"#$%%
!"#$%&'(")"&'"'*$!'($+,')"-!)"&' !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
0&1/2&0
Taking into account the different orientations, uses at the different zones and the surfaces of the building in contact with the exterior, the building can be divided into different hygrothermal zones: the industrial part without climatization, the industrial part with climatization, the Ground-Floor Cellar and the Floor -1 bedrooms. Each zone will have the same ventilation element, while each of the rooms that compound them will have their own air conditoning element. Air conditioning is achieved due to a chiller located in the installations slab above the Ground Floor that supplies cold water and a woodchip biomass boiler in charge of producing hot water located in the level -1 -see diagram I.402-.
to the guests and visitors; three different methods have been integrated in the building. For the industrial areas which do not ask for air conditioning and ventilation, as well as for toilets, laundry rooms and installaitons rooms, natural systems and mechanical exhausts have been installed, for those areas such as the eonologist lab and the changing rooms, an installation with a Primary Air Handling Unit with an exchanger and a Fan Coil in each room are used. For the cellar in the Ground Floor, the same method is used; each room has its own Fan Coil to supply hot and cold air, and they have a common Primary Air Handling Unit with a heat exchanger which assures the right air quality. The bedrooms are designed with the same technique used in dwellings; each room has its own natural ventilation through openings in the facade for a fresh air inlet, while the exhaust is mechanical through a mechanical exhaust with fan in the bathroom. For the air conditioning of the bedrooms, hot and cold air is supplied by the Fan Coils located in the fals ceilings of the bathrooms. In addition, the wine tanks have a cooling syste, powered by two exterior units, in order to maintain the wine always at the right temperature.
Final Thesis Project | JĂşlia Boix Gonzalez
The building has been designed in ortder to accomplish the air quality requirements in the different areas of the buidling and an appropiate temperature in each time of the year according to RITE regulations; integrating passive strategies and active strategies a good air quality and the right temperature conditions are achieved. As passive strategies we count on cross ventilation, sunlight protection, public spaces with vegetation, natural lighting and a correct use of materials, while for the active systems we count on air conditioning and ventilation equipment which reach an optimal enviroment for the users.
WINERY AND HOTEL SIURANA | September 2020
ACCORDING TO RITE, CTE HS - 3 AND CTE HE 2
1 1 2 2
KW
35KW
opening opening
1
!"#$%&
!"#!$#"%&'() !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
PRIMARY AIR HANDLING UNIT W/ EXCHANGER TKM 65 (4.2x1.2x0.78)
PRIMARY AIR HANDLING UNIT W/ EXCHANGER TKM 22 (3.5x0.8x0.5)
CHILLER 1CHL-0350 (2.25x2.12x1.32m) INSTALLATIONS FLOOR
MECHANICAL EXHAUST TOILETS
MECHANICAL EXHAUST EXPEDITION STORAGE
FAN COIL TFCU1 (0.52 x 0.48 x 0.22) CBS TBS-S-18M (1.30 x 1.25 x 0.35) SUPPLY 0.30x0.15m
RETURN RECIRCULATION 0.30x0.15m 0.25x0.10m
SUPPLY 0.20x0.10m
RETURN RECIRCULATION 0.30x0.15m 0.50x0.10m
SHOP Qc= 1237,25m3/h Qv=432,00m3/h
CHANGING ROOMS Qc= 135,30m3/h Qv= 86,40m3/h
WINEBAR Qc= 2247,50m3/h Qv=1152,00m3/h
GROUND FLOOR
MECHANICAL EXHAUST INDUSTRIAL CORRIDOR
EXTERIOR UNIT (0.58 x 1.10 x 1.58)
MECHANICAL EXHAUST LAUNDRY
MECHANICAL EXHAUST CLEANING AND REPARATION MECHANICAL EXHAUST BOTTLING PLANT
MECHANICAL EXHAUST BATHROOM
CBS TBS-S-27M (1.30 x 1.75 x 0.35)
MECHANICAL EXHAUST BARREL STORE
EXTERIOR UNIT (0.58 x 1.10 x 1.58)
MECHANICAL EXHAUST TOILET MECHANICAL EXHAUST WATER DEPOSIT
FLOOR -1
CBS TBS-S-18M (1.30 x 1.25 x 0.35)
CBS TBS-S-27M (1.30 x 1.75 x 0.35)
CBS TBS-S-27M (1.30 x 1.75 x 0.35)
SUPPLY 0.30x0.15m
CBS TBS-S-18M (1.30 x 1.25 x 0.35)
RECIRCULATION 0.55x0.35m RETURN RECIRCULATION 0.10x0.10m 0.10x0.10m
OENOLOGIST LAB Qc= 1825,60m3/h Qv=180,00m3/h
SUPPLY 0.10x0.10m
SUPPLY 0.30x0.20m
ADMISSION 25 l/s MICROVENTILATION DEVICE 100cm2
BIOMASS BOILER ECO HK 120KW (0,75x1,24x,1,61)
!"#$%&
!"#$%&'#()#*%+%1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
NATURAL INLET OPENING
BEDROOM Qc= 1022,00m3/h Qv=57,60m3/h
x8
SUPPLY 0.35x0.10m
RETURN RECIRCULATION 0.20x0.15m 0.25x0.15m
RECEPTION-HALL Qc= 1477,50m3/h Qv=691,20m3/h
SUPPLY RETURN RECIRCULATION 0.20x0.15m 0.25x0.15m 0.40x0.25m
WINETASTING ROOM Qc= 2165,00m3/h Qv=1728,00m3/h
SUPPLY 0.40x0.15m
A
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49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
APORTATION 0.10x0.10m
HOT WATER STORAGE GIACOMINI BCI (Ø950mm, 1775mm)
08
BIOMASS STORAGE
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
07
15
09
06
16
11
05
17
12
04
18
10
03
19
13
02
20
14
01
21
00
22
6
0.10x0.10 0.10x0.10
RETURN 0.10x0.10m
23 STAIRS 28x16.9cm
RAINWATER TANK IN SITU 15.000L
2
CBS TBS-S-27M (1.30 x 1.75 x 0.35) RECIRCULATION 0.10x0.10m
FALSE CEILING h= 50cm OENOLOGIST LAB Qc= 1825,60m3/h Qv=180,00m3/h
SUPPLY 0.10x0.10m
5,5
00 22
01
21
02
20
03
19
04
18 17
05 06
16
07
15
08
14
09
13
10
12
11
23 STAIRS 28x16.9cm
WASHER
28,05
5,5
28,6
3
3,75
O.E. 00.0m<00m E
O.E. 00.0m<00m
OPENINGS
5
1.50 E
O.E. 00.0m<00m
E 1.50
O.E.
E
O.E. 00.0m<00m
NATURAL VENTILATION
1.50 E
O.E. 00.0m<00m
E
O.E. 00.0m<00m
NATURAL VENTILATION
NATURAL VENTILATION
20
19
18
17
16
15
14
13
12
11
10
09
08
07
NATURAL VENTILATION
00.0m<00m
NATURAL VENTILATION
1.50
O.E.
NATURAL VENTILATION
NATURAL VENTILATION
NATURAL CROSSED VENTILATION
00.0m<00m
E
1.50
NATURAL O.E. VENTILATION
00.0m<00m 1.50 E
O.E.
05
04
FALSE CEILING h= 18cm
06
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
21 STAIRS 28X16.6CM
NATURAL VENTILATION
E
O.E. 00.0m<00m
O.E. E
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
O.E. OPENINGS
NATURAL VENTILATION
03
O.E. 00.0m<00m
NATURAL CROSSED VENTILATION
EXTERIOR UNIT (0,58 x 1,10 x 1,58m)
E
00.0m<00m E
02
00.0m<00m
NATURAL VENTILATION
O.E.
NATURAL VENTILATION
00
EXTERIOR UNIT O.E.x 1,58m) (0,58 x 1,10
4
NATURAL VENTILATION
NATURAL CROSSED 00.0m<00m VENTILATION
NATURAL VENTILATION
01
NATURAL VENTILATION
00.0m<00m
DRYER
NATURAL VENTILATION
00.0m<00m
00.0m<00m
O.E.
ENATURAL
VENTILATION
O.E.
OPENING
NATURAL VENTILATION
FALSE CEILING h= 50cm
MECHANICAL EXHAUST
00.0m<00m
E 1.50
E
1.50E
E
O.E.
SUPPLY 0.30x0.20m
E 1.50
1.50
1.50
1.50
2,5%
BEDROOM Qc= 1022,00m3/h Qv=57,60m3/h
2,5%
1.50
1.50
1.50
1.50
2,5%
2,5%
CBS TBS-S-18M (1.30 x 1.25 x 0.35)
25 l/s
1.50
7,3
1.50
2,5%
1.50
2,5% 2,5% 2,5% 2,5%
2,5% 2,5% 6
1.50
1.50
2,5% 2,5%
DISTRIBUCIÓ DE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5%
1.50
1.50
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE
DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOUL WATER DUCT FOULDE WATER DUCT 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE FOUL WATER DUCT FOUL WATER DUCT external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT underground distribution external connection pipe pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT hw distribution distribution external connection pipe pipe underground DISTRIBUCIÓ DE RECDUCT TERRA DISTRIBUCIÓ DE RECDUCT TERRA hw backflow FOUL WATER FOUL WATER FOUL WATER DUCT FAN COIL TFCU1 FOUL WATER DUCT SUPPLY DUCT FOUL WATER DUCT SUPPLY DUCT RECIRCULATION DUCT CBS TBS-S-27M SUPPLY DUCT RECIRCULATION DUCT
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE RECDE TERRA DISTRIBUCIÓ REC SOSTRE
RECIRCULATION 0.55x0.35m
DISTRIBUCIÓ DE REC TERRA 2,5%
2,5%
2,5%
FOUL WATER 2,5% 2,5% DUCT
DISTRIBUCIÓ DE REC SOSTRE
DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT DISTRIBUCIÓ ADMISSION 25 l/s DE REC SOSTRE external connection pipe DISTRIBUCIÓ DEDISTRIBUCIÓ RECDE SOSTRE REC TERRA DISTRIBUCIÓ RECDE SOSTRE DISTRIBUCIÓ DE REC SOSTRE external connection underground distribution pipe pipe external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE DE REC TERRA NATURAL INLET DISTRIBUCIÓ REC TERRA MICROVENTILATION DEVICE 100cm2
hw distribution distribution OPENING underground pipe external connection pipe pipe FOUL WATER DUCT underground distribution hw backflow hw distribution external connection pipe FOUL WATER DUCT hw distribution distribution external connection pipe pipe underground hw backflow underground distribution pipe cold water FOUL WATER DUCT hw backflow external connection pipe hw distribution hw distribution external connection pipe pipe external connection pipe underground underground pipe DUCT rainwatercold water FOUL WATER hw distribution FOUL WATER DUCT hw backflow hw backflow cold water FOUL WATER DUCT external connection distribution pipehw backflow underground pipe cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe underground distribution pipe underground distribution pipe rainwater PRIMARY AHU W/ EXCHANGER TKM 22 COLD WATER TANKS DISTRIBUTION external connection pipe rainwater hw distribution rainwater underground distribution pipe hw backflow hw backflow FOUL WATER DUCT external connection pipe cold water cold water cold water BIE distribuiton hw distribution hw distribution hw backflow external connection pipe external connection pipe underground distribution pipe underground distribution pipe BIE distribuiton PRIMARY AHU W/ EXCHANGER TKM 65 RECIRCULATION WATER TANKS BIE distribuiton hw distribution underground distribution pipe rainwater rainwater rainwater hw backflow hw backflow FOUL WATER DUCT cold water cold water underground distribution pipe backflow cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe hwhw distribution underground pipe underground pipe APORTATION DUCT NATURAL VENTILATION BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hwhw backflow hw backflow hw backflow distribution cold water cold water BIE distribuiton hw distribution distribution hw distribution external connection pipe external connection pipe underground pipe underground pipe RETURN DUCT SUPPLY DUCTS BIE distribuiton rainwater BIE distribuiton hw backflow cold water hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton hw distribution hw distribution distribution underground pipe EXHAUST BATHROOMS underground pipe MECHANICAL RECIRCULATION DUCTS BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hw backflow hw backflow cold water cold water BIE distribuiton hw distribution hw distribution MECHANICAL EXHAUST FAN BIE MECHANICAL distribuitonEXHAUST BEDROOMS BIE distribuiton rainwater hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton MECHANICAL EXHAUST INDUSTRAL BOILER’S CHIMNEY BIE distribuiton BIE distribuiton rainwater rainwater cold water cold water EXTERIOR UNIT TANKS BIE distribuiton BIE distribuiton rainwater rainwater BIE distribuiton BIE distribuiton !"#$%& !"##$%&'%(%1:150
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
PRIMARY AIR HANDILNG UNITS
A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
NATURAL CROSSED VENTILATION
09
CGP
11
08
10
07
06
05
04
03
OPENINGS
02
01
NATURAL CROSSED VENTILATION
SUPPLY 0.10x0.05m
23 STAIRS 28x16.9cm
FAN COIL TFCU1
CHANGING ROOMS Qc= 135,30m3/h Qv= 86,40m3/h
RETURN 0.10x0.05m
12
13
14
15
16
17
18
19
20
21
23
APORTATION 0.10x0.05m
22
6
0.15x0.10 0.10x0.10
AFS
OPENINGS
2 FALSE CEILING h= 50cm
FALSE CEILING h= 50cm 01
5,5
02
FALSE CEILING h= 18cm
22 21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
SHOP Qc= 1237,25m3/h Qv=432,00m3/h
SUPPLY 0.20x0.10m
CBS TBS-S-18M (1.30 x 1.25 x 0.35) 23 STAIRS 28x16.9cm
3
28,05
5,5
28,6
RECIRCULATION 0.25x0.10m
00.0m<00m
5
1.50 E
O.E. 00.0m<00m
E 1.50
O.E.
E
O.E. 00.0m<00m
NATURAL VENTILATION
1.50 E
O.E. 00.0m<00m
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
NATURAL VENTILATION
20
19
18
17
16
15
14
13
12
09
11
08
10
05
RECEPTION Qc= 440,00m3/h Qv=115,20m3/h
NATURAL VENTILATION
1.50
O.E.
NATURAL VENTILATION
NATURAL VENTILATION
NATURAL O.E. VENTILATION
00.0m<00m
00.0m<00m
O.E.
NATURAL VENTILATION
ENATURAL
FALSE CEILING h= 50cm
VENTILATION
O.E.
E
1.50E
RECIRCULATION 0.50x0.10m
00.0m<00m
E
1.50
00.0m<00m
E 1.50
CBS TBS-S-27M (1.30 x 1.75 x 0.35)
00.0m<00m
NATURAL VENTILATION
1.50 E
O.E.
07
SUPPLY 0.35x0.10m
04
3,75
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
0.55x0.30
21 STAIRS 28X16.6CM
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
O.E. 00.0m<00m
O.E. E
NATURAL VENTILATION
E
0.45x0.30
06
O.E. 00.0m<00m
O.E. 00.0m<00m
NATURAL VENTILATION
E
00.0m<00m E
03
00.0m<00m
APORTATION 0.55x0.20m
NATURAL VENTILATION
O.E.
NATURAL VENTILATION
01
O.E.
4
NATURAL VENTILATION
00.0m<00m
NATURAL VENTILATION
02
NATURAL VENTILATION
00.0m<00m
WINEBAR Qc= 2247,50m3/h Qv=1152,00m3/h
RETURN 0.65x0.20m
NATURAL VENTILATION
E
O.E. E
1.50
1.50
1.50
2,5%
1.50
1.50
2,5%
1.50
1.50
2,5%
2,5%
WINETASTING ROOM Qc= 2165,00m3/h Qv=1728,00m3/h
1.50
SUPPLY 0.20x0.15m
1.50
7,3
1.50
2,5%
1.50
2,5% 2,5% 2,5% 2,5%
2,5% 2,5% 6
1.50
1.50
2,5% 2,5%
DISTRIBUCIÓ DE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5%
SUPPLY DUCT RECIRCULATION DUCT CBS TBS-S-27M SUPPLY DUCT RECIRCULATION DUCT
CBS TBS-S-18M (1.30 x 1.25 x 0.35)
1.50
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE
DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOUL WATER DUCT FOULDE WATER DUCT 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE FOUL WATER DUCT FOUL WATER DUCT external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT underground distribution external connection pipe pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT hw distribution distribution external connection pipe pipe underground DISTRIBUCIÓ DE RECDUCT TERRA DISTRIBUCIÓ DE RECDUCT TERRA hw backflow FOUL WATER FOUL WATER FOUL WATER DUCT FAN COIL TFCU1 FOUL WATER DUCT SUPPLY DUCT FOUL WATER DUCT
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE RECDE TERRA DISTRIBUCIÓ REC SOSTRE 1.50
DISTRIBUCIÓ DE REC TERRA
SUPPLY 0.40x0.15m
CBS TBS-S-27M (1.30 x 1.75 x 0.35)
2,5%
2,5%
HALL Qc= 1037,50m3/h Qv=576,00m3/h
2,5%
FOUL WATER 2,5% 2,5% DUCT
DISTRIBUCIÓ DE REC SOSTRE
RECIRCULATION DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT DISTRIBUCIÓ 0.25x0.15m DE REC SOSTRE external RECIRCULATION connection pipe 0.40x0.25m DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DE SOSTRE RECDE SOSTRE DISTRIBUCIÓ DE REC external connection underground distribution pipe pipe external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
hw distribution distribution pipe underground external connection pipe pipe FOUL WATER DUCT underground distribution hw backflow hw distribution external connection pipe FOUL WATER DUCT hw distribution distribution external connection pipe pipe underground hw backflow underground distribution pipe cold water FOUL WATER DUCT hw backflow external connection pipe hw distribution hw distribution external connection pipe pipe external connection pipe underground underground pipe DUCT rainwatercold water FOUL WATER hw distribution FOUL WATER DUCT hw backflow hw backflow cold water FOUL WATER DUCT external connection distribution pipehw backflow underground pipe cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe underground distribution pipe underground distribution pipe rainwater PRIMARY AHU W/ EXCHANGER TKM 22 COLD WATER TANKS DISTRIBUTION external connection pipe rainwater hw distribution rainwater underground distribution pipe hw backflow hw backflow FOUL WATER DUCT external connection pipe cold water cold water cold water BIE distribuiton hw distribution hw distribution hw backflow external connection pipe external connection pipe underground distribution pipe underground distribution pipe BIE distribuiton PRIMARY AHU W/ EXCHANGER TKM 65 RECIRCULATION WATER TANKS BIE distribuiton hw distribution underground distribution pipe rainwater rainwater rainwater hw backflow hw backflow FOUL WATER DUCT cold water cold water underground distribution pipe backflow cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe hwhw distribution underground pipe underground pipe APORTATION DUCT NATURAL VENTILATION BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hwhw backflow hw backflow hw backflow distribution cold water cold water BIE distribuiton hw distribution distribution hw distribution external connection pipe external connection pipe underground pipe underground pipe RETURN DUCT SUPPLY DUCTS BIE distribuiton rainwater BIE distribuiton hw backflow cold water hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton hw distribution hw distribution distribution underground pipe EXHAUST BATHROOMS underground pipe MECHANICAL RECIRCULATION DUCTS BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hw backflow hw backflow cold water cold water BIE distribuiton hw distribution hw distribution MECHANICAL EXHAUST FAN BIE MECHANICAL distribuitonEXHAUST BEDROOMS BIE distribuiton rainwater hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton MECHANICAL EXHAUST INDUSTRAL BOILER’S CHIMNEY BIE distribuiton BIE distribuiton rainwater rainwater cold water cold water EXTERIOR UNIT TANKS BIE distribuiton BIE distribuiton rainwater rainwater BIE distribuiton BIE distribuiton !"#$%$ !"#$%&'()##"'*'1:150
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
PRIMARY AIR HANDILNG UNITS
A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
NATURAL VENTILATION
09
11
08
10
07
06
05
04
03
02
01
6
OPENINGS
CHILLER AIRCON 1CHL-0160 (2,27 x 2,12 x 1,32m)
12
13
14
15
16
17
18
19
20
21
22
23
CLIMATITZADOR PRIMÀRI TKM 22
2
NATURAL VENTILATION OPENINGS
22
01
NATURAL CROSSED VENTILATION
21
02
5,5
OPENINGS
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
CLIMATITZADOR PRIMÀRI TKM 65
28,05
5,5
28,6
3
0.45x0.30
NATURAL VENTILATION 4
E
O.E. 00.0m<00m
5
1.50 E
O.E. 00.0m<00m
E 1.50
O.E.
E
O.E. 00.0m<00m
NATURAL VENTILATION
1.50 E
O.E. 00.0m<00m
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
NATURAL VENTILATION
E
O.E. 00.0m<00m
19
18
17
14
16
13
15
12
09
11
08
10
05
07
04
NATURAL VENTILATION
NATURAL VENTILATION
OPENINGS
NATURAL VENTILATION
00.0m<00m
NATURAL VENTILATION
1.50
O.E.
NATURAL VENTILATION
NATURAL VENTILATION
00.0m<00m
E
1.50
1.50 E
O.E.
06
03
E
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
O.E. 01
3,75
O.E. 00.0m<00m
00.0m<00m E
NATURAL VENTILATION
E
O.E. 00.0m<00m
NATURAL VENTILATION
O.E.
NATURAL VENTILATION
O.E. 00.0m<00m
NATURAL VENTILATION
E
O.E. 00.0m<00m
00.0m<00m
NATURAL VENTILATION
O.E. 00.0m<00m
NATURAL VENTILATION
NATURAL VENTILATION
02
NATURAL VENTILATION
00.0m<00m
0.55x0.30
00.0m<00m
NATURAL O.E. VENTILATION
00.0m<00m
00.0m<00m
O.E.
O.E.
NATURAL VENTILATION
NATURAL VENTILATION OPENINGS
ENATURAL
VENTILATION
00.0m<00m
E 1.50
E
1.50E
E
O.E. E
1.50
1.50
7,3
1.50
2,5%
1.50
1.50
2,5%
1.50
1.50
1.50
2,5%
2,5%
1.50
1.50
2,5%
1.50
2,5% 2,5% 2,5% 2,5%
6
2,5% 2,5%
1.50
1.50
2,5% 2,5%
DISTRIBUCIÓ DE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5%
1.50
1.50
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE
DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOUL WATER DUCT FOULDE WATER DUCT 2,5% DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE FOUL WATER DUCT FOUL WATER DUCT external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT underground distribution external connection pipe pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ REC SOSTRE FOULDE WATER DUCT FOULDE WATER DUCT hw distribution distribution external connection pipe pipe underground DISTRIBUCIÓ DE RECDUCT TERRA DISTRIBUCIÓ DE RECDUCT TERRA hw backflow FOUL WATER FOUL WATER FOUL WATER DUCT FAN COIL TFCU1 FOUL WATER DUCT SUPPLY DUCT FOUL WATER DUCT SUPPLY DUCT RECIRCULATION DUCT CBS TBS-S-27M SUPPLY DUCT RECIRCULATION DUCT
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE RECDE TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC TERRA 2,5%
2,5%
2,5%
FOUL WATER 2,5% 2,5% DUCT
DISTRIBUCIÓ DE REC SOSTRE
DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT DISTRIBUCIÓ DE REC SOSTRE external connection pipe DISTRIBUCIÓ DEDISTRIBUCIÓ RECDE SOSTRE REC TERRA DISTRIBUCIÓ RECDE SOSTRE DISTRIBUCIÓ DE REC SOSTRE external connection underground distribution pipe pipe external connection pipe DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE DE REC TERRA DISTRIBUCIÓ REC TERRA
hw distribution distribution pipe underground external connection pipe pipe FOUL WATER DUCT underground distribution hw backflow hw distribution external connection pipe FOUL WATER DUCT hw distribution distribution external connection pipe pipe underground hw backflow underground distribution pipe cold water FOUL WATER DUCT hw backflow external connection pipe hw distribution hw distribution external connection pipe pipe external connection pipe underground underground pipe DUCT rainwatercold water FOUL WATER hw distribution FOUL WATER DUCT hw backflow hw backflow cold water FOUL WATER DUCT external connection distribution pipehw backflow underground pipe cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe underground distribution pipe underground distribution pipe rainwater PRIMARY AHU W/ EXCHANGER TKM 22 COLD WATER TANKS DISTRIBUTION external connection pipe rainwater hw distribution rainwater underground distribution pipe hw backflow hw backflow FOUL WATER DUCT external connection pipe cold water cold water cold water BIE distribuiton hw distribution hw distribution hw backflow external connection pipe external connection pipe underground distribution pipe underground distribution pipe BIE distribuiton PRIMARY AHU W/ EXCHANGER TKM 65 RECIRCULATION WATER TANKS BIE distribuiton hw distribution underground distribution pipe rainwater rainwater rainwater hw backflow hw backflow FOUL WATER DUCT cold water cold water underground distribution pipe backflow cold water BIE distribuiton hw distribution hw distribution external connection pipe external connection pipe hwhw distribution underground pipe underground pipe APORTATION DUCT NATURAL VENTILATION BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hwhw backflow hw backflow hw backflow distribution cold water cold water BIE distribuiton hw distribution distribution hw distribution external connection pipe external connection pipe underground pipe underground pipe RETURN DUCT SUPPLY DUCTS BIE distribuiton rainwater BIE distribuiton hw backflow cold water hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton hw distribution hw distribution distribution underground pipe EXHAUST BATHROOMS underground pipe MECHANICAL RECIRCULATION DUCTS BIE distribuiton BIE distribuiton rainwater rainwater rainwater cold water hw backflow hw backflow cold water cold water BIE distribuiton hw distribution hw distribution MECHANICAL EXHAUST FAN BIE MECHANICAL distribuitonEXHAUST BEDROOMS BIE distribuiton rainwater hw backflow hw backflow coldrainwater water coldrainwater water BIE distribuiton MECHANICAL EXHAUST INDUSTRAL BOILER’S CHIMNEY BIE distribuiton BIE distribuiton rainwater rainwater cold water cold water EXTERIOR UNIT TANKS BIE distribuiton BIE distribuiton rainwater rainwater BIE distribuiton BIE distribuiton !"#$%& !""#$#%""!$&$1:150
!"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
PRIMARY AIR HANDILNG UNITS
$.$)(#")"(/%,2&&./
The electricity system starts with the connection to the urban network service, which is buried underground at the right side of the building; electricity arrives to the service fuse box located in the industrial facade at the entrance porch - to be accessed and registered by the company- by means of a three-phase cable, service connection, buried in the ground. From this fuse box, which is equipped with a fuse that protects the building main line, a three phase conductor as the main line enters the building to the general manoeuvre circuit breaker (IGM), placed in the electricity room in the ground floor -see I.503-. This electricity room, of approximately 3m2 and with natural ventilation, has emergency lighting, a fire extinguisher outside and drainage. Inside the electricity room, besides from the General Manoeuvre Circuit Breaker, there is the buildingâ&#x20AC;&#x2122;s meter (one as the building has just one user), a Security Fuse and the General Panel Board of the building. From this General Panel, the electric internal distribution starts by electricity trays hung from the slab and placed underground the pavement in the porch area.
Board as well, placed on the wardrobe wall. To prevent users from electrocution due to the direct contact with active parts of electrical equipment or indirect contact with elements that are electrically charged due to a current fault, and to protect both the installation and the equipment, a grounding system in the building is needed; grounding points and terminals are installed in the Metering Centralization, in the Service Fuxe Box and in the lifts pits which are connected to the ground. All the elements of the installation are non-propagators of fire flames, have low smoke emission and with their corresponding IP and IK protection indexes specified for each case ac(SERVICE FUSE BOX) cording to UNE-20324 and UNE-50102 standards respectively, as well as the ITC of the corresponding REBT for each element and its layout. (MAIN LINE)
(SERVICE FUSE BOX)
(MAIN LINE)
#$"0&&
$.$)(#")"(/%,2&&./ )!#*+,"&#-".(%*'"$!/+&#&"0"*+,-.,'/',01203405'#$#$
3
3
&'!!%'&
sures as well the fulfillment of the Technical Specific Regulations of the supplying company.
For each part or area of the building and for each room there is a Sub-Panel Board, being a total of 13 electricity sub-panel boards; the industrial volume has two, one on each floor (the one in the Ground Floor is placed in the electricity room, while the one in the -1 Floor is placed inside an Installations room). In the bar storage room there are 3 sub panels, one for the Cellar Area, one for the Hotel Area in the Level -1, and one for the Exterior Terraces of
Final Thesis Project | JĂşlia Boix Gonzalez
-
WINERY AND HOTEL SIURANA | September 2020
ACCORDING TO RD 842 - 2002
CLIMATITZADORS ROOF ENGINES
OUTLETS
GROUND FLOOR INDUSTRIAL
ENGINES
ELECTRICITY ROOM: -GENERAL PANEL BOARD -GENERAL MANOEUVRE CIRCUIT BREAKER (IGM) -METER -SUB-PANEL BOARD INDUSTRIAL GF -SECURITY-FUSE
OUTLETS
EMERGENCY LIGHTING
NATURAL VENTILATION
INDUSTRIALGF SUB-PANEL BOARD GROUND FLOOR CELLAR
GF CELLAR SUB-PANEL BOARD
MAIN LINE OUTLETS
SUPPL LINE
SERVICE FUSE BOX (CGP)
-1F HOTEL SUB-PANEL BOARD
EXTERIOR GF SUB-PANEL BOARD
ENGINES
SERVICE FUSE BOX (CGP)
EMERGENCY LIGHTING
METER
CIRCUIT BREAKER
SERVICE CONNECTION
ENGINES
SUPPL LINE
SUB-PANEL
EXTERIOR OUTLETS
INDUSTRIAL GF
CELLAR GF
GROUND FLOOR EMERGENCY LIGHTING
INTERNAL DISTRIBUTION
ENGINES FLOOR-1 INDUSTRIAL
OUTLETS R01 SUB-PANEL BOARD
INDUSTRIAL-1F SUB-PANEL BOARD
EMERGENCY LIGHTING
R02 SUB-PANEL BOARD
R03 SUB-PANEL BOARD
R04 SUB-PANEL BOARD
BOILER
FLOOR-1 HOTEL
ENGINES
OUTLETS
INDUSTRIAL -1 EMERGENCY LIGHTING
HOTEL -1F
FLOOR -1
ELEVATOR
GROUNDING SYSTEM CONNECTION HYDRAULIC PLATFORM
!"#$%&
!"!#$%&#&$'()&*+%*,-(.(1:200 !"#$%&'(#)'*+,$-'."/%(#('0'!"#$%#&'&#()*(+,(-&././
R05 SUB-PANEL BOARD
R06 SUB-PANEL BOARD
R07 SUB-PANEL BOARD
R08 SUB-PANEL BOARD
A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
INDUSTRIAL -1F SUB-PANEL BOARD
09
11
08
10
07
06
05
04
03
02
01
6
12
14
15
16
17
18
19
20
21
22
O.E. 13
00
BIOMASS STORAGE
00.0m<00m
00.0m<00m O.E.
NATURAL VENTILATION
NATURAL VENTILATION
E
E
23 STAIRS 28x16.9cm
2
00
5,5
NATURAL VENTILATION
00.0m<00m
01
21
02
20
03
19
04
18 17
05 06
16
07
15
O.E. 1.50
1.50
22
08
14
09
13
10
12
11
E 23 STAIRS 28x16.9cm
WASHER
1.50
2,5%
2,5%
DRYER
28,05
5,5
28,6
3
4
3,75
HOTEL -1F R101 SUB-PANEL BOARD
HOTEL -1F R102 SUB-PANEL BOARD
HOTEL -1F R103 SUB-PANEL BOARD
HOTEL -1F R104 SUB-PANEL BOARD
5
20
19
18
17
16
2,5% 15
13
10
12
11
09
08
05
07
04
06
03
02
01
00
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
14
21 STAIRS 28X16.6CM
HOTEL -1F R105 SUB-PANEL BOARD
HOTEL -1F R106 SUB-PANEL BOARD
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
HOTEL -1F R107 SUB-PANEL BOARD
HOTEL -1F R108 SUB-PANEL BOARD
FOUL WATER DUCT FOUL WATER DUCT 7,3
external connection pipe external connection FOUL WATER DUCT pipe underground distribution pipe underground distribution pipe hw distributionhw distribution hw backflow hw backflow cold water cold water rainwater rainwater BIE BIE distribuiton distribuiton
6
connexió dentrada SERVICE CONNECTION
INTERNAL DISTRIBUTION THORUGH CEILING
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INTERNAL DISTRIBUTION THROUGH PAVEMENT
external connection pipe underground distribution pipe hw distribution hw backflow cold water rainwater BIE distribuiton
ELECTRICITY ROOM: A
C
B
D
-GENERAL PANEL BOARD -GENERAL MANOEUVRE CIRCUIT BREAKER (IGM) F -METER -SUB-PANEL BOARD INDUSTRIAL GF -SECURITY-FUSE
E 49,05
G
H
I
48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
09
11
08
10
07
06
05
04
03
02
6
01
CGP
NATURAL VENTILATION
NATURAL VENTILATION
SUPPL LINE
SERVICE FUSE BOX (CGP) SERVICE CONNECTION
NATURAL VENTILATION
00.0m<00m
00.0m<00m
12
13
14
15
16
17
18
19
20
21
22
O.E. 23
O.E.
MAIN LINE
AFS
INDUSTRIAL GF SUB-PANEL BOARD
INTERNAL DISTRIBUTION
E
E 23 STAIRS 28x16.9cm
2
22
01
21
02
5,5
NATURAL VENTILATION
00.0m<00m O.E. 1.50
1.50
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
E 23 STAIRS 28x16.9cm
28,05
5,5
28,6
3
1.50
2,5%
2,5% 4
HOTEL -1F SUB-PANEL BOARD
CELLAR GF SUB-PANEL BOARD
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
5
EXTERIOR GF SUB-PANEL BOARD
20
19
18
17
16
2,5%
15
14
13
12
09
11
08
10
05
07
04
06
03
02
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA 01
3,75
21 STAIRS 28X16.6CM
FOUL WATER DUCT FOUL WATER DUCT 7,3
external connection pipe external connection FOUL WATER DUCT pipe underground distribution pipe underground distribution pipe hw distributionhw distribution hw backflow hw backflow cold water cold water rainwater rainwater BIE BIE distribuiton distribuiton
6
connexió dentrada SERVICE CONNECTION
INTERNAL DISTRIBUTION THORUGH CEILING
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3+($#%,2&&./
COLD WATER The cold water supply begins with the connection to the outside public water main, follows to a control valve and a building shut-off valve and then arrives to the water cabinet located in the facade. This cabinet has a water filter, the building stop valve, a backflow valve, a meter
HOT WATER As mentioned before, the Hot Water Supply inside the Winery and Hotel Siurana is only produced for the bedrooms, the cellar, the laundry room, the oenologist lab and the changing rooms. For this production it is used a woodchips biomass boiler, which needs to be refilled often (placed close to the hydraulic platform and with a biomass storage room to keep the woodchips). The biomass boiler produces hot water which stay accumulated in a hot water storage. When there is HW demand, from this point and through a closed circuit, the HW arrives to the fixture. As for the Cold Water, this system has an internal distribution through pipes in the ceiling, and each room and fixture has its own stop valve.
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According to the building use and needs, the building counts with Cold Water and Hot Water production, as well as for a water system for the BIE’S -see I.100-. All the areas of the building: the industrial volume, the cellar and the hotel are supplied with cold water, while hot water is just produced for the winebar, the laundry room and the bedrooms and in the industrial part for the oenologist lab and the showers of the workers’ changing rooms. The hot water is produced due to a biomass boiler and is accumulated in a hot water storage. For the distribution, made through the ceiling, copper pipes are used.
as there is only one user and an outflow/backflow valve. From this point, the internal distribution starts; the distribution branches are the ones in charge of making the water arrive to the different rooms and fixtures or appliances. Each level and volume of the building has a stop valve, as well as every room and every fixture -see I.602 and I.603-. The advantages of having independent tubes and stop valves is that repairs and shut downs of the system can be done individually without putting the general system out of service. The system for the BIE’S have the same components as the ones for the Cold Water -see diagram I.601-.
Final Thesis Project | Júlia Boix Gonzalez
Water supply facilities are to be designed according to the water supply company specifications as it will be the company’s responsability to guarantee sufficient flow and pressure for the system to work correctly. The installation will fullfill the current CTE regulations as well as the company ones.
WINERY AND HOTEL SIURANA | September 2020
ACCORDING TO CTE - DB - HS4
CHILLER 1CHL-0350 (2.25x2.12x1.32m)
INSTALLATIONS FLOOR
BIE
BIE
BIE
COMMON WATER CABINET IN FACADE: SHOWER
WC
SINK
RISERS
BIE
COMMON WATER CABINET IN FACADE:
-FILTER -STOP VALVE -BACKFLOW VALVE -METER -OUTFLOW/BACKFLOW VALVE
BUILDING CONTROL SHUT-OFF VALVE VALVE
BUILDING MAIN PIPE
SINK WC
SINK WC
SINK WC
SHOWER
SHOWER
WATER MAIN
RISERS
EXTERNAL CONNECTION PIPE
-FILTER -STOP VALVE -BACKFLOW VALVE -METER -OUTFLOW/BACKFLOW VALVE
BUILDING CONTROL SHUT-OFF VALVE VALVE
BUILDING MAIN PIPE
WATER MAIN
EXTERNAL CONNECTION PIPE
CELLAR GF
INDUSTRIAL GF CHANGING ROOM
TOILETS
-BAR -TASTING ROOM -RECEPTION
-INDUSTRIAL CORRIDOR
BAR
GROUND FLOOR
LEVEL STOP VALVE
LEVEL STOP VALVE
ROOM STOP VALVE
CIRCUIT IN DRAINAGE SCHEME
FIXTURE STOP VALVE
PUMPING SET BIE
BIE
BIE
BIE
BIE
FIXTURE STOP VALVE SHOWER
SHOWER
SINK
WC SINK
WASHER
DRYER
BATH TUB
SINK
DW
SHOWER
INDUSTRIAL -1F OENOLOGIST LAB FLOOR -1
TOILET
BIOMASS BOILER ECO HK 120KW (0,75x1,24x,1,61)
HOT WATER STORAGE ECO HK 120KW (Ã&#x2DC;95cm, 1.775m)
RAINWATER TANK IN SITU 15.000L
LAUNDRY
BEDROOM
x8
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-INDUSTRIAL CORRIDOR -CLEANING AND REPARATION -EARTHWARE JAR STORE
HOTEL -ROOMS CORRIDOR
BIE
COMMON WATER CABINET IN FACADE: A
C
B
D
-FILTER F -STOP VALVE -BACKFLOW VALVE -METER -OUTFLOW/BACKFLOW VALVE
E 49,05 48,8
6,1
6,1
6,1
6,1
6,1
G
H
6,1
6,1
I
6,1
1
CONTROL VALVE
BUILDING MAIN PIPE
09
11
08
10
07
06
05
04
03
02
01
6
CGP
BIE
LEVEL STOP VALVE
RISERS
AFS
SCW
BUILDING SHUT-OFF VALVE
12
13
14
15
16
17
18
19
20
21
22
23
FIXTURE STOP ROOM STOP VALVE VALVE
CHILLER
23 STAIRS 28x16.9cm
UPPER SLAB
2
01
5,5
02
22 21
03
20
04
19
05
18
06
17
07
16
08
15
09
14
10
13
11
12
23 STAIRS 28x16.9cm
28,05
5,5
28,6
3
4 21 STAIRS 28X16.6CM
NATURAL VENTILATION
00.0m<00m NATURAL VENTILATION O.E.
NATURAL VENTILATION
5
00.0m<00m
00.0m<00m
O.E.
O.E. E NATURAL VENTILATION
ER DUCT REC SOSTRE DUCT REC TERRA UCT
CT
O.E.
1.50
20
19
18
NATURAL VENTILATION
00.0m<00m O.E.
NATURAL VENTILATION
E
1.50
1.50
1.50
1.50
2,5%
E 7,3
17
E 1.50
00.0m<00m
E
00.0m<00m
1.50
16
O.E. NATURAL VENTILATION
E
O.E.
15
NATURAL VENTILATION
1.50
E
14
13
12
09
11
08
10
06
05
04
02
E
00.0m<00m
E
1.50
O.E.
2,5%
1.50
2,5% 1.50
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
2,5%
1.50
BUCIÓ DE REC SOSTRE BUCIÓ DE REC TERRA IÓ DE REC SOSTRE
WATER DUCT REC TERRA
E
E
NATURAL VENTILATION
E
E 00.0m<00m00.0m<00m O.E. O.E.
NATURAL VENTILATION
00.0m<00m O.E.
00.0m<00m
NATURAL VENTILATION
IÓ DE REC TERRA 2,5% DE REC SOSTRE DE REC TERRA REC SOSTRE
NATURAL VENTILATION NATURAL NATURAL VENTILATION VENTILATION
O.E.
NATURAL VENTILATION
NATURAL VENTILATION
01
3,75
00.0m<00m
03
O.E. E
NATURAL VENTILATION
NATURAL VENTILATION
00.0m<00m
O.E.
07
NATURAL VENTILATION
00.0m<00m
2,5% 2,5%
2,5% 2,5%
1.50
2,5%
DISTRIBUCIÓ DE REC SOSTRE 6
DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE 2,5% FOULpipe WATER DUCT connection DISTRIBUCIÓ DEexternal REC TERRA FOULconnection WATER DUCT FOUL WATER underground distribution pipeDUCT external pipe DISTRIBUCIÓ DE REC SOSTRE hw distribution underground distribution external connection pipe pipe DISTRIBUCIÓ DE REC TERRA hw backflow hwdistribution distribution underground FOUL WATER DUCT external connection pipe pipe cold water hw backflow hwdistribution distributionpipe underground rainwater hw backflow cold water BIE distribuiton hw distribution rainwater externalhw connection pipe FOUL cold water WATER DUCT backflow BIE distribuiton rainwater pipe underground distribution cold BIE water distribuiton hw distribution rainwater hw BIEbackflow distribuiton cold water rainwater BIE distribuiton
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DEDE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE FOUL WATER DUCT DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
FOUL WATER DUCT DISTRIBUCIÓ DE REC SOSTRE FOUL WATER external connectionDISTRIBUCIÓ pipe DE DUCT REC TERRA
external connection pipe
underground distribution pipe underground distribution external connection pipe pipe 2,5% hw distribution hwdistribution distributionpipe underground external connection pipe hw backflow hw backflow hw distribution FOUL WATER DUCT underground distribution pipe cold water cold water external connection hw backflow external connection pipe pipe DISTRIBUCIÓ DE REC SOSTRE rainwater hw distribution rainwater external connection underground distribution pipeDISTRIBUCIÓ DE REC TERRA cold waterpipe underground distribution pipe distribuiton hwBIE backflow BIE distribuiton rainwater underground distribution pipe hw distribution hw distribution cold distribuiton hwwater backflow hwconnection backflow hw BIE distribution external rainwater pipe hw backflow cold water colddistribuiton water BIE underground pipe INTERNAL CW DISTRIBUTION THROUGH CEILINGdistribution BIE’S FIXTURE STOP VALVE FOUL WATER DUCT rainwater cold water rainwater hw distribution BIE distribuiton distribuiton rainwater INTERNAL CW DISTRIBUTION THROUGH BIE PAVEMENT INTERNAL BIE’S WATER DISTRIBUTION external connection pipe hw backflow BIE distribuiton
FOUL WATER DISTRIBUCIÓ DEDUCT REC SOSTRE DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT FOUL WATER DUCT external connection pipe
external connection pipe underground distribution pipe FOUL WATER external connection pipe DUCT distribution undergroundunderground distribution hw pipe distribution pipe hw backflow hw distribution hw distribution connection pipe COLD external WATER hw backflow hw backflow cold water pipe rainwater CW underground BUILDING MAIN distribution PIPE cold water cold water BIE distribuiton hw distribution rainwater rainwater CW CONTROL VALVE connection pipe hw backflow external BIE distribuiton BIE distribuiton CW LEVEL STOPcold VALVEwater underground distribution pipe hw distribution rainwater CW ROOM STOP VALVE hw backflow BIE distribuiton CW FIXTURE STOP VALVE
1.50 1.50
cold water rainwater BIE distribuiton
BIE’S WATER
BIE’S BUILDING MAIN PIPE BIE’S CONTROL VALVE
RAINWATER
underground distribution pipe INTERNAL RW DISTRIBUTION THROUGH CEILING hw distribution hw backflow RW PUMPING SET
cold water rainwater BIE distribuiton
BIE’S LEVEL STOP VALVE
RW FIXTURE STOP VALVE
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HOT WATER HW ROOM STOP VALVE HW FIXTURE STOP VALVE INTERNAL HW DISTRIBUTION THROUGH CEILING INTERNAL HW RECIRCULATION THROUGH CEILING HW RECIRCULATION PUMPING SET
EXTERNAL CONNECTION PIPE
WATER MAIN
A
C
B
D
E
F
G
H
I
49,05 48,8 6,1
6,1
6,1
6,1
6,1
6,1
6,1
1
HOT WATER STORAGE GIACOMNI BCI (Ø950mm, 1775mm)
08
BIOMASS BOILER ECO HK-90KW (0,75 x 1,24 x 1,61m)
07
09
06
15
11
05
16
12
04
17
10
03
18
13
02
20
19
14
01
21
00
22
6
PUMPING SET BIOMASS STORAGE
23 STAIRS 28x16.9cm
RAINWATER TANK IN SITU 15.000L
2
5,5
00 22
01
21
02
20
03
19
04
18 17
05 06
16
07
15
08
14
09
13
10
12
11
23 STAIRS 28x16.9cm
DRYER
WASHER
28,05
5,5
28,6
3
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
EXTERIOR UNIT (0,58x 1,10 x 1,58m)
4 21 STAIRS 28X16.6CM
3,75
00.0m<00m NATURAL VENTILATION
00.0m<00m NATURAL VENTILATION O.E.
NATURAL VENTILATION
5 NATURAL VENTILATION
00.0m<00m
00.0m<00m
O.E.
O.E. E NATURAL VENTILATION
ER DUCT REC SOSTRE DUCT REC TERRA UCT
CT
O.E.
1.50
19
18
20
NATURAL VENTILATION
00.0m<00m O.E.
NATURAL VENTILATION
E
1.50
1.50
1.50
1.50
2,5%
E 7,3
17
E 1.50
00.0m<00m
E
00.0m<00m
1.50
16
O.E. NATURAL VENTILATION
E
O.E.
15
NATURAL VENTILATION
1.50
E
14
13
12
11
10
09
07
05
04
06
02
01
03
E
00.0m<00m
E
1.50
O.E.
2,5%
1.50
2,5% 1.50
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
2,5%
1.50
BUCIÓ DE REC SOSTRE BUCIÓ DE REC TERRA IÓ DE REC SOSTRE
WATER DUCT REC TERRA
E
E
NATURAL VENTILATION
E
E 00.0m<00m00.0m<00m O.E. O.E.
NATURAL VENTILATION
00.0m<00m O.E.
00.0m<00m
NATURAL VENTILATION
IÓ DE REC TERRA 2,5% DE REC SOSTRE DE REC TERRA REC SOSTRE
NATURAL VENTILATION NATURAL NATURAL VENTILATION VENTILATION
O.E.
NATURAL VENTILATION
00
O.E. E
NATURAL VENTILATION
NATURAL VENTILATION
00.0m<00m
O.E.
08
NATURAL VENTILATION
00.0m<00m
2,5% 2,5%
2,5% 2,5%
1.50
2,5%
DISTRIBUCIÓ DE REC SOSTRE 6
DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
DISTRIBUCIÓ DE REC SOSTRE 2,5% FOULpipe WATER DUCT connection DISTRIBUCIÓ DEexternal REC TERRA FOULconnection WATER DUCT FOUL WATER underground distribution pipeDUCT external pipe DISTRIBUCIÓ DE REC SOSTRE hw distribution underground distribution external connection pipe pipe DISTRIBUCIÓ DE REC TERRA hw backflow hwdistribution distribution underground FOUL WATER DUCT external connection pipe pipe cold water hw backflow hwdistribution distributionpipe underground rainwater hw backflow cold water BIE distribuiton hw distribution rainwater externalhw connection pipe FOUL cold water WATER DUCT backflow BIE distribuiton rainwater pipe underground distribution cold BIE water distribuiton hw distribution rainwater hw BIEbackflow distribuiton cold water rainwater BIE distribuiton
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ DEDE REC TERRA DISTRIBUCIÓ REC SOSTRE DISTRIBUCIÓ DE REC SOSTRE FOUL WATER DUCT DISTRIBUCIÓ DE REC TERRA DISTRIBUCIÓ DE REC TERRA
2,5%
DISTRIBUCIÓ DE REC SOSTRE DISTRIBUCIÓ REC TERRA DISTRIBUCIÓ DEDE REC SOSTRE DISTRIBUCIÓ DE REC TERRA
FOUL WATER DUCT DISTRIBUCIÓ DE REC SOSTRE FOUL WATER external connectionDISTRIBUCIÓ pipe DE DUCT REC TERRA
external connection pipe
underground distribution pipe underground distribution external connection pipe pipe 2,5% hw distribution hwdistribution distributionpipe underground external connection pipe hw backflow hw backflow hw distribution FOUL WATER DUCT underground distribution pipe cold water cold water external connection hw backflow external connection pipe pipe DISTRIBUCIÓ DE REC SOSTRE rainwater hw distribution rainwater external connection underground distribution pipeDISTRIBUCIÓ DE REC TERRA cold waterpipe underground distribution pipe distribuiton hwBIE backflow BIE distribuiton rainwater underground distribution pipe hw distribution hw distribution cold distribuiton hwwater backflow hwconnection backflow hw BIE distribution external rainwater pipe hw backflow cold water colddistribuiton water BIE underground pipe INTERNAL CW DISTRIBUTION THROUGH CEILINGdistribution BIE’S FIXTURE STOP VALVE FOUL WATER DUCT rainwater cold water rainwater hw distribution BIE distribuiton distribuiton rainwater INTERNAL CW DISTRIBUTION THROUGH BIE PAVEMENT INTERNAL BIE’S WATER DISTRIBUTION external connection pipe hw backflow BIE distribuiton
FOUL WATER DISTRIBUCIÓ DEDUCT REC SOSTRE DISTRIBUCIÓ DE REC TERRA FOUL WATER DUCT FOUL WATER DUCT external connection pipe
external connection pipe underground distribution pipe FOUL WATER external connection pipe DUCT distribution undergroundunderground distribution hw pipe distribution pipe hw backflow hw distribution hw distribution connection pipe COLD external WATER hw backflow hw backflow cold water pipe rainwater CW underground BUILDING MAIN distribution PIPE cold water cold water BIE distribuiton hw distribution rainwater rainwater CW CONTROL VALVE connection pipe hw backflow external BIE distribuiton BIE distribuiton CW LEVEL STOPcold VALVEwater underground distribution pipe hw distribution rainwater CW ROOM STOP VALVE hw backflow BIE distribuiton CW FIXTURE STOP VALVE
1.50 1.50
cold water rainwater BIE distribuiton
BIE’S WATER
BIE’S BUILDING MAIN PIPE BIE’S CONTROL VALVE
RAINWATER
underground distribution pipe INTERNAL RW DISTRIBUTION THROUGH CEILING hw distribution hw backflow RW PUMPING SET
cold water rainwater BIE distribuiton
BIE’S LEVEL STOP VALVE
RW FIXTURE STOP VALVE
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cold water rainwater BIE distribuiton
HOT WATER HW ROOM STOP VALVE HW FIXTURE STOP VALVE INTERNAL HW DISTRIBUTION THROUGH CEILING INTERNAL HW RECIRCULATION THROUGH CEILING HW RECIRCULATION PUMPING SET
6,1
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Final Thesis Project | Júlia Boix Gonzalez
WINERY AND HOTEL SIURANA| September 2020
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Final Thesis Project | Júlia Boix Gonzalez
WINERY AND HOTEL SIURANA| September 2020