MID WALES, THE CENTRE OF ALTERNATIVE CONSTRUCTION Welsh School of Architecture_Cardiff University_Year 3 Architectural Design_UNIT 3_Freshwater & limits_Marga Munar Bauza PORTFOLIO_04/05/2020_Arranz_Cristina_1972520
1. RESEARCH (SEMESTER 1 WORK)
1a. WATER RESEARCH
1a.1 FRESHWATER
1a.2 WATER CONSUMPTION
1a.3 UK WATER FOOTPRINT
1b. MATERIALS RESEARCH
1b.1 RESOURCES IN WALES
1b.2 WATER FOOTPRINT
1b.3 CARBON FOOTPRINT
1b.4 MATERIALS BY EMBODIED ENERGY, CF AND WF.
1b.5 MAP SUSTAINABLE COMPANIES IN WALES AND UK MAP UNIVERSITIES IN WALES
1c. OUTCOME - SPIDER OF WALES
2.DESIGN (SEMESTER 2 WORK)
2a. MANIFESTO/STRATEGIES
2a.1 MANIFESTO
2a.2 RHAYADER ANALYSIS
2a.3 STRATEGIES FOR RHAYADER
2b. SITE/TACTICS
2b.1 INDUSTRIAL AREA ANALYSIS
2b.2 VIEWS FROM THE SITE
2b.3 CLIMATE AND LAND ANALYSIS
2b.4 EXISTING BUILDING ANALYSIS
2b.5 EXISTING STRUCTURE ANALYSIS
2b.6 VISUAL LIMTS FROM THE SITE
2b.7 SITE MODEL PICTURES
2b.8 TACTICS
2c. MASTERPLAN
2c.1 PUBLIC SPACE (x2)
2c.2 PHASING
2c.3 PHASING - BUILDING LAYOUT
2d. DESIGN BRIEF PHASE 1
2d.1 SPECIFIC REQUIREMENTS
2d.2 DESIGN OBJECTIVES
2e. BUILDNG
2e.1 SITE PLANT
2e.2 PUBLIC SPACE (x2)
APPENDICIES
1. RESEARCH (SEMESTER 1 WORK)
APPENDIX 1.1 SUSTAINABLE COMPANIES WALES
2.DESIGN (SEMESTER 2 WORK)
APPENDIX 2.1 BRIEF PRECEDENTS
APPENDIX 2.2 ARCHITECTURE PRECEDENTS
APPENDIX 2.3 MATERIALS
APPENDIX 2.4 ENERGY AND SYSTEMS
APPENDIX 2.5 CONSTRUCTION SECTION (@A1_1:20)
APPENDIX 2.6 CONSTRUCTION DETAIL (@A2_1:5)
APPENDIX 2.7 OTHER RESEARCHES DONE DURING THE YEAR (SEMESTRE 1 AND 2)
2e.3 COLLAGE_ENTRANCE FROM THE HIGH STREET
2e.4 COLLAGE_FRAME THE VIEW
2e.5 DESIGN CONCEPT
2e.6 OLD AND NEW
2e.7 STRUCTURE
2e.8 CONSTRUCTION SECTION + MATERIALS
2e.9 CONSTRUCTION DETAIL + MATERILAS
2e.10 ENERGY AND SYSTEMS (x2)
2e.11 CROSS SECTION THROUGH THE COURTYARD
2e.12 ELEVATION
2e.13 FIRST FLOOR
2e.14 SECOND FLOOR (x2)
2e.15 GROUND FLOOR
2e.16 ROOF PLANT
2e.17 LONGITUDINAL SECTIONS
2e.18 COLLAGE PHASE 1 - RECOVERED COURTYARD
CONTENTS PAGE
MID WALES, THE CENTRE OF ALTERNATIVE CONSTRUCTION
The starting point of my research is the distribution and consumption of freshwater(1) available for human consumption . I identify the four types of environmental footprints: carbon, fossil energy, land and water. The water footprint(2) of construction materials let me to the study of the carbon footprint(3) embodied due to the journey and the production. This becomes an important part supporting one of the principles of the project, increasing the use of local materials, recycling, and reusing in order to reduce the overall consumption of CO2.
Based on The Economic Action Plan of the Welsh Government, the proposal will provide new opportunities to young people to train on designing without waste. The ethos of the project is based on thinking in “systems”, using renewable energies and resources, while eliminating waste because the waste of one process is the opportunity for another one. Considering elements in relation to their environmental and social context.
The proposal will take placed in Rhayader, Mid Wales, complementing the existing Centre of Alternative Technology (CAT), in North Wales, and associated and supported by the construction industry across Wales and collaborating with the different Wales Universities and Centres of Vocational Education and Training, as well as acting as a hub for the small town. The centre will be inclusive (mixture in the brief), it will encourage people from inside and outside of the community also bringing people from the industry and intersect all of them with the community, creating public spaces, improving it.
The Hub aims to act as a demonstration centre, being inspirational for the community and the industry, reusing (existing building, tires..), reducing (CO2, energy...), recycling (Ground Granulated Blast Furnace Slag (GGBS), substituting part of Portland cement...), and recovering (an empty space, creating a linking with the high street).
The centre will intersect the community, teaching, research and texting, lead by collaboration and progress.
1. Total fresh water in the world: 35 million Km2
68.7% Glaciers
30.1% Groundwater
1.2% Water available for human consumption: 437000 Km2
2. It is the measure that estimates the amount of water directly and indirectly consumed and/or polluted to produce goods and services. (There is very little research available in footprints).
3. I look into the carbon footprint in three different steps, embodied energy of the product, its transportation, and its life (strategy of low energy in the building).
ABSTRACT
Nº 01/55
1. RESEACRH (SEMESTER 1 WORK)
1a. WATER RESEARCH (Pag 2-5)
1a.1 FRESHWATER
1a.2 WATER CONSUMPTION
1a.3 UK WATER FOOTPRINT
1b. MATERIALS RESEARCH (Pag 6-11)
1b.1 RESOURCES IN WALES
1b.2 WATER FOOTPRINT
1b.3 CARBON FOOTPRINT
1b.4 MATERIALS BY EMBODIED ENERGY, CF AND WF.
1b.5 MAP SUSTAINABLE COMPANIES IN WALES AND UK MAP UNIVERSITIES IN WALES
1c. OUTCOME - SPIDER OF WALES (Pag 12)
APPENDICIES
APPENDIX 1.1 SUSTAINABLE COMPANIES WALES
CONTENTS PAGE
FRESH WATER AND IT’S EXTRATION BY USE
SOURCE: Fao.org. (2016). [online] Available at: http://www.fao.org/nr/water/aquastat/tables/WorldData-Withdrawal_esp.pdf [Accessed 18 Oct. 2019].
BIGGEST FRESHWATER RESERVES
LESS FRESHWATER RESERVES
SOURCE: Radio Capital.pe. (2015). ¿Cuáles son los países con las mayores reservas de agua dulce?[online] Available at: https://capital.pe/mundo/cuales-son-los-paises-con-las-mayores-reservas-de-agua-dulce-enterate-aqui-noticia-820368 [Accessed 4 Oct. 2019].
WHY NOW WE CONSUMES MORE WATER?
1. Further industrial development.
2. More agricultural use.
3. More urban population than rural population.
4. World population x2.
EVOLUTION OF WATER RESOURCES (1992 TO 2014)
SOURCE. Aragó, L., 2018. El Mapa Que Muestra Los Países Que Se Están Quedando Sin Agua. [online] La Vanguardia. Available at: <https://www. lavanguardia.com/internacional/20181202/453239894358/mapa-paisessin-agua.html> [Accessed 2 October 2019].
CONCLUSION
40% OF HUMAN HAVE WATER SCARCITY PROBLEMS ONLY IN 2025 WILL AFFECT. 66% OF THE WORLD POPULATION (Specially to Central Africa and Middle East).
- The less reserves of water are in Middle East and Central Africa.
- Also it’s where the population is expected to increase most.
- And also it’s the where the water resources are decreases more.
SOURCE: Roser, M., Ritchie, H. and Ortiz-Ospina, E., 2019. World Population Growth. [online] Our World in Data. Available at: <https://ourworldindata.org/world-population-growth> [Accessed 5 October 2019].
1a.1 FRESHWATER 1a. WATER RESEARCH Nº 03/55
WATER FOOTPRINT
Water footprint is a measure that estimates the amount of water directly and indirectly consumed and/or polluted to produce goods and services. It has three diferent elements, blue, green and gray.
BLUE WATER
Is the amount of surface water resources and groundwater that is evaporated or used directly in the production chain of a particular product. The volume of water that is not returned to the reservoir which is drawn.
GREEN WATER
Is rainwater, snow or thaw that is incorporated into the products. Is the water present in agricultural products.
SOURCE: Fundación Aquae. n.d. Huella Hídrica: Un Indicador Para Conseguir Un Mundo Más Sostenible. [online] Available at: <https://www.fundacionaquae.org/conoce-huella-hidrica/> [Accessed 13 October 2019].
GRAY WATER
Is the contaminated water in the process that needs to be purified to be assimilated by nature.
GLOBAL WATER FOOTPRINT FOOTPRINT BY COUNTRIES
SOURCE: Mekonnen,M.M. Hoeskra, A.Y. (2012). Period: 1996-2005
Comparison between countries with more water person and countries with more water footprint per person.
There are countries that are consuming more water per person than they should in order to make it sustainable, and therefore they are consuming the water resources of other countries.
1a.2 WATER CONSUMPTION 1a. WATER RESEARCH Nº 04/55
TOTAL WATER FOOTPRINT OF THE UK
- 102 Gm3 (billion cubic metres) per year.
- 4,645 litres per person per day (Population of UK: 60,441,000_ equivalent to 50 normal bath tubs).
CONCLUSION
The UK is the sixth largest net importer of virtual water.
- 38% self-sufficient in water.
- 62% dependent on water from elsewhere.
1a.3 UK WATER FOOTPRINT 1a. WATER RESEARCH Nº 05/55
SOURCE: Ashok Chapagain, Stuart Orr. UK Water Footprint: the impact of the UK’s food and fibre consumption on global water resources.pdf
MINERAL RESOURCE MAP OF WALES MATERIALS OF CONSTRUCTION SUPPLIER IN WALES
1b.1 RESOURCES IN WALES 1b. MATERIALS RESEARCH Nº 07/55
SOURCE: Humpage A.J. , Bide Keyworth T.P. “The mineral resource map of Wales”. Nottingham British Geological Survey. 2010
Total blue WF PROCESS (Direct water use in producction process).
Total blue WF ENERGY (Indirect water use for producing energy). This study of production of construction materials EXCLUDING TRANSPORTATION.
CONCRETE PRODUCTION + TRANSPORTATION
Numbers for a particular project, the WP due to transport depends on each project. Excluding indirect water use for producing the energy.
CONCLUSION
I study the journey of the materials, and it proves that the transport requirements are a very small percentage of the water footprint.
On the other hand, the requirements of transport get a great importance in the CARBON FOOTPRINT.
1b.2 WATER FOOTPRINT (WF) OF CONSTRUCTION MATERIALS 1b. MATERIALS RESEARCH Nº 08/55
SOURCE: Gerbens-Leenes P.W., Hoekstra A.Y. Bosman R. “Water Resources and Industry” University of Groningen,The Netherlands; University of Twente, The Netherlands; Institute of Water Policy, National University of Singapore
SOURCE: Netz J. Sundin J. “Water Footprint of Concrete”. Degree Project in Enviromental Strategies. School of Architecture and Built Enviroment
SUSTAINABLE CONSTRUCTION MATERIALS CARBON FOOTPRINT
A sustantial reductionof the embodied energy --> Reducing transport requirements
From the most polluted to the least:
- Road
- Train (1/3 road)
- Water
The embodied energy or transport requirements aren’t the only selection criteria. There are materials that are part of the low energy strategy of the building.
SOURCE: Sassi P. 2006. Strategies for Sustainable Architecture. London ; New York Taylor & Francis
SOURCE: Enviroment Agency, 2007, Carbon Footprint Calculator
CONCLUSION: USE LOCAL MATERIALS WHERE IS POSIBLE
1b.3 CARBON FOOTPRINT (CF) OF CONSTRUCTION MATERIALS 1b. MATERIALS RESEARCH Nº 09/55
To consider the full cycle of materials
Identify tactics to reuse the existing construction elements
Possible tactics: REUSE RETROFITING WORKING WITH LAYERS
1b.4 MATERIALS BY EMBODIED ENERGY, CF AND WF 1b. MATERIALS RESEARCH Nº 10/55
Ashby, Michael F.(2012). Materials and the Environment. 2nd ed. Oxford: Elsevier Science & Technology, pp.Chapters 3 and 4.
SOURCE:
COMPANIES OF SUSTAINABLE CONSTRUCTION MATERIALS UNIVERSITIES
VOCATIONAL EDUCATION AND TRAINING (VET)
For further information refer to APPENDIX 1.1 SUSTANAIBLE COMPANIES
1b.4 MAP SUSTANABLE COMPANIES - MAP UNIVERSITIES 1b. MATERIALS RESEARCH Nº 11/55
Universities and Vocational Education and Training Companies
Other companies that work with construction material companies
Relationship between scales, industries and groups will be:
- dynamic, fluid and temporal.
- interscale and inter-multidisciplinary.
1c.1 SPIDER OF WALES 1c. OUTCOME Nº 12/55
2. DESIGN (SEMESTER 2 WORK)
APPENDICIES
APPENDIX 2.1 BRIEF PRECEDENTS
APPENDIX 2.2 ARCHITECTURE PRECEDENTS
APPENDIX 2.3 MATERIALS
APPENDIX 2.4 ENERGY AND SYSTEMS
APPENDIX 2.5 CONSTRUCTION SECTION (@A1_1:20)
APPENDIX 2.6 CONSTRUCTION DETAIL (@A2_1:5)
2a. MANIFESTO/STRATEGIES (Pag 13-16)
2a.1 MANIFESTO
2a.2 RHAYADER ANALYSIS
2a.3 STRATEGIES FOR RHAYADER
2b. SITE/TACTICS (Pag 17-25)
2b.1 INDUSTRIAL AREA ANALYSIS
2b.2 VIEWS FROM THE SITE
2b.3 CLIMATE AND LAND ANALYSIS
2b.4 EXISTING BUILDING ANALYSIS
2b.5 EXISTING STRUCTURE ANALYSIS
2b.6 VISUAL LIMTS FROM THE SITE
2b.7 SITE MODEL
2b.8 TACTICS
2c. MASTERPLAN (Pag 26-30)
2c.1 PUBLIC SPACE (x2)
2c.2 PHASING
2c.3 PHASING - BUILDING LAYOUT
2d. DESIGN BRIEF PHASE 1 (Pag 31-33)
2d.1 SPECIFIC REQUIREMENTS
2d.2 DESIGN OBJECTIVES
2e. BUILDNG (Pag 34-55)
2e.1 SITE PLANT
2e.2 PUBLIC SPACE (x2)
2e.3 COLLAGE_ENTRANCE FROM THE HIGH STREET
2e.4 COLLAGE_FRAME THE VIEW
2e.5 DESIGN CONCEPT
2e.6 OLD AND NEW
2e.7 STRUCTURE
2e.8 CONSTRUCTION SECTION + MATERIALS
2e.9 CONSTRUCTION DETAIL + MATERILAS
2e.10 ENERGY AND SYSTEMS (x2)
2e.11 CROSS SECTION THROUGH THE COURTYARD
2e.12 ELEVATION
2e.13 FIRST FLOOR
2e.14 SECOND FLOOR
2e.15 GROUND FLOOR
2e.16 ROOF PLANT
2e.17 LONGITUDINAL SECTIONS
2e.18 COLLAGE PHASE 1 - RECOVERED COURTYARD
CONTENTS PAGE
Look into the carbon footprint in three different steps:
- Embodied energy of the product.
- The transportation of the product.
- The life of the product.
STRATEGY OF LOW ENERGY IN THE BUILDING
The center will intersect different uses, intersecting at the same time different people from different places with the community, improving it and its economy.
The project will work at different scales, the community but also Wales, and even the country, people from england would came to the center to learn, working complementary with CAT, developing Mild and North Wales, as most of the companies and universities are placed in South Wales.
The project has both, an industrial approach and a teaching approach at this scale, and it is trying to give opportunities to all the industries and teaching centers of Mild and North Wales.
2a.1 MANIFESTO 2a. MANIFESTO/STRATEGIES Nº 14/55
SOURCE: Ashby, Michael F.(2012). Materials and the Environment. 2nd ed. Oxford: Elsevier Science & Technology, pp.Chapters 3 and 4.
Chapel Health Restaurant
Hostel Market
Police station
Petrol station
Culture
Sport and playing field
Dismantled Railway Dismantled Railway Path 2a.2 RHAYADER ANALYSIS 2a. MANIFESTO/STRATEGIES Nº 15/55
INDUSTRIAL AREA N 30 0 30 60 90 120 150 300 HIGH STREET - MAIN ACTIVITY OF RHAYDER
The diversity of uses is along the high street, all the rest is residencial. The proposal will complement and improve Rhayader at different layers.
PUBLIC SPACES
LEISURE AND SPORT FACILITIES
CULTURE
INDUSTRY
2a.3 STRATEGIES FOR RHAYADER
MANIFESTO/STRATEGIES Nº 16/55
2a.
Health Hostel
Police station
Petrol station
Museum
Sport and playing field
CARAD - Community Arts Rhayader District
Rhayader Tourist Information Centre
Ltd renowables
Liam Walker Plumbing
Rhayader Four Wheel Drive (Second hand car shop)
Construction Supplier (closed)
Building supplier (Tools)
Rhayader animal health
Compact Orbital Gears Ltd - Mechanical engineer
Electricity distribution site
Welsh royal cristal
Clynderwen & Cardiganshire Farmers Ltd
(agricultural cooperative)
Rhayader Precision Limited (Drilling and Tapping Specialist)
Welding Mid Wales
Mid wales Dark Side
(Window polarization service)
Solar desing Private
FULL/EMPTY GREEN SPACES
Path 2b.1 INDUSTRIAL AREA ANALISIS 2b. SITE / TACTICS Nº 18/55
0 20 40 60 80 100 200 N
AVERAGE MONTHLY RAINFALL
HOURS OF DAYLIGHT AND TWILIGTH
WIND ROSE RHAYADER
Latitude: 52.30º
Longitude: -3.51º
Average annual temperature: 8.6ºC/47.6Fº
Precipitation: 1354mm/53.3 inch per year
Marine climate (Climate clasiffication of Köppen)
- Mild temperatures
- Heavy rainfall
- Cold winters and cool summers
- Annual thermal oscillation 10ºC (average)
SOURCES: Es.climate-data.org. n.d. Datos Climáticos Mundiales Climate-Data.Org. [online] Available at: <https://es.climate-data.org/> [Accessed 16 March 2020].
National Geographic España - Web Oficial - Ciencia, Naturaleza, Historia Y Viajes. [online] Available at: <https://www.nationalgeographic.com.es/> [Accessed 17 March 2020].
CLOUD COVER CATEGORIES
As the graphics show, the climate of Rhayader is perfect for the collection of water. It has a good average of rainfall every month, so probably all the consumption of water of the building would be supplied by the collection of the rainwater, but if is needed, it will be connected to the grid.
The number of days with plenty of sun are few, however, solar panels will be used to supply the energy of the building, as it is not enough, it will be complemented by a biomass boiler, Pellets. Weatherspark.com. 2016. Average Weather In Rhayader, United Kingdom, Year Round - Weather Spark. [online] Available at: <https://weatherspark.com/y/37857/ Average-Weather-in-Rhayader-United-Kingdom-Year-Round> [Accessed 17 March 2020].
DAYLY CHANCE OF PRECIPITATION
Rhayader Mudstones Formation Sedimentary Bedrock formed approximately 433 to 441 million years ago in the Silurian Period. These sedimentary rocks are marine in their origin. The site is near a flooding area, and a part of it is in the flooding risk, taking these two parameters into consideration, superficial foundations were chosen for the proposal. In the part of the project that is nearest to the flooding area, the foundations are made with reinforcement concrete, but in the other side the most far from the flooding area, for the retaining wall, it was chosen a continuous foundation, but no concrete foundation to further reduce the embodied energy of the wall. It was chosen a “rock-filled” (heavy-duty wire mesh containers). (For further information, refer to 2e. Building)
2b.3 CLIMATE AND LAND 2b. SITE / TACTICS Nº 20/55
Geological Materials. n.d. Geology Of Britain Viewer British Geological Survey (BGS). [online] Available at: <http://mapapps.bgs. ac.uk/geologyofbritain/home.html> [Accessed 20 April 2020].
2b.4 EXISTING BUILDING ANALYSIS 2b. SITE / TACTICS Nº 21/55 N N
Pictures: Cristina (2020)
ROOF PLANT CURRENT STRUCTURE
CONSTRUCTION DETAILS
PLANT CURRENT STRUCTURE
2b.5 EXISTING
ANALYSIS 2b. SITE / TACTICS Nº 22/55 N
STRUCTURE
2b.6 VISUAL LIMITS FROM THE SITE
2b. SITE / TACTICS
Nº 23/55 N 0 100 200 300 400 500 1000
Pictures: Cristina (2020)
Getmapping Plc Contains OS data. Digimap.edina.ac.uk. 2020. Digimap. [online] Available at: <https://digimap. edina.ac.uk/> [Accessed 25 May 2020].
2b.7 SITE MODEL 2b. SITE / TACTICS Nº 24/55 N
1. VIEW INSIDE - OUTSIDE
2.
3.
4.
2b.8 TACTICS 2b. SITE / TACTICS Nº 25/55 Courtyard New Old INVERSE VOID/MASS WRAP THE BUILDING N N
DIAGRAM PUBLIC SPACE (1:500)
Main axis marked by the collection of the water. It is given an axiality to the public space that is in front of the centre.
Different spaces are going through this spine, that ends in the platform that present the building.
This public space is understand as bands, with different qualities, going through this spine that is pointing the main entrance of the centre.
2c.1 PUBLIC SPACE 2c. MASTERPLAN Nº 27/55
0 10 20 30 40 50 100 0 10 20 30 40 50 100 N Cross Section High Street - Landscape 1:1000
1:1000
PEDESTRIAN ACCESS HIGHSTREET 3 1 4 5 5 7 6 8 9 10 11 12 2
2c.1 PUBLIC SPACE 2c. MASTERPLAN Nº 28/55
CAR ACCESS
1. Main access - Conection to the town (5 minutes by walk)
2. Collection of the water (spine)
3. CARAD - Community Arts Rhayader District
4. Rhayader Tourist Information Centre - Museum
5. Car parking
6. Crèche (childcare)
7. Children park, playground
8. Sport facilities
9. Second hand car shop
10. Green platform ( that presents the buiding)
11. Stairs to cross to the river
0 10 20 30 40 50 100 N
12. Public stairs that comunicates the industrial area with the town by walk
Old
Modificated
The main elements of the public space will be included in phase 1. Then the different spaces will be implemented and completed by the centre and the students. (They will try the new techniques and materials that they will learn in the centre doing it).
The phases will be introduced as the centre grow and establishing a relationship with the community and outer world.
Students: 15/course, maxium of 3 courses running at the same time.
Staff: 20 people.
The centre is a show building and is very public, and many of its spaces are designed for the community use, not only for the users for the main functions of the building. Like the lecture hall, for example, that is designed for 200 people (160m2), it is too big for the program of the building, but it will not be used just for the students, it is able to be used by all the citizens, and the people would organize different social and cultural events here.
In the same way much of the workspaces are designed in a very open way, so it is possible to see in some cases how the students are working, and at the same time they can exchange knowledge and skills. Emphasizing in the 3rd phase, where the industry and the teaching are intersecting, the industrial labs and workspaces very open are placed here.
2c.2 PHASING 2c. MASTERPLAN Nº 29/55
N N PUBLIC SPACE
Phase 2 and phase 3, that are not going to be developed, and the following pages will be focused on phase 1.
Schematic brief, check that is enough space to provide the accommodation of those phases. (Not the design)
2c.3 PHASING - BUILDING LAYOUT 2c. MASTERPLAN Nº 30/55
PHASE 2 - TEACHING
1. Courtyard
2. Lecture
3. Work space
4. Lecture hall
5. Terrace
6. Exterior stairs
PHASE 3 - RESEARCH AND TESTING
7. Courtyard
8. Offices
9. Polivalent group work space
10. Laboratory
11. Changing room
4 2 2 2 2 1 3 5 6 7 8 9 10 10 11 11 12
12. Toilets
0 5 10 15 20 25 50 N
PHASE 1 - ENHANCEMENT THE COMMUNITY Will be later detail described
ENHANCEMENT WITH THE COMMUNITY
- Courtyard= 65 m²
- Vertical comunication= 48.60 + 45.83= 94.43m²
- Main social stair= 73 m²
- Lobby= 95 m²
- Toilets= 72.14 m² (9 toilets and 3 urinals in total)
- Instalations room= 8.30 m²
- Reception= 43 m²
- Librarians office= 19.33 m²
- Seminar room= 12.20m²
- Book storage= 19.33 m²
- Computer and printing room= 32.48 m²
- Polivalent Space/Exposition= 160 m²
- Study space= 146 + 44= 190m²
SPECIFIC REQUIREMENTS
- Ligthing (dayligth)
- Heating (19ºC)
- Comfort (warm)
- Water demand: Education
Education= 0.00162575m³ water per day/m²
Second floor= 1025m²
1025m² - 65m² (courtyard)= 960 m²
960 m² x 0.001626m³ water day/m²= 1.56 m³ water day
- Courtyard= 65 m²
- Vertical comunication= 48.60 + 45.83= 94.43m²
- Main social stair= 73 m²
- Lobby= 95 m²
- Toilets= 72.14 m² (9 toilets and 3 urinals in total)
- Offices= 40 + 12.20= 56m² (3 offices)
- Instalations room= 8.30 m²
- Cafe area= 271 m²
- Relax area= 176 m²
- Reading corner= 17.39 m²
- Reception= 12 m²
- Courtyard= 65 m²
- Courtyard space= 134.51 m²
- Vertical comunication= 114.03 m² (3 stairs + 2 lifts)
- Lobby= 28 m²
- Toilets= 72.14 m² (9 toilets and 3 urinals in total)
- Showers=35 m²
- Offices= 15.74 + 12.24 + 28= 56m² (3 offices)
- Instalations room= 8.30 m²
- Storage= 74.26 m²
- Lockers space= 15 m²
- Workspace= 500 + 146= 646 m²
SPECIFIC REQUIREMENTS
- Heating
- Confort
- Water demand: Public Assambly
Public Assambly= 0.002860m³ water per day/m²
First floor= 1025m²
1025m² - 65m² (courtyard)= 960 m²
960 m² x 0.002860m³ water day/m²= 2.75 m³ water day
SPECIFIC REQUIREMENTS
- Not heating (16/17ºC)
- Ventilation
- Water demand: Because the workshop cannot been clasificate in any building of the table, I use Public Assambly as in the first floor, 0.002860m³ water per day/m²
Ground floor= 1360m²
1360m² - 134.51m² (courtyard)= 1225.49m²
1225.49 m² x 0.002860m³ water day/m²= 3.50 m³ water day
Precedents, refer to Appendix 2.1 Brief Precedents
Different uses, different requirements, intersected by the social space in the middle.
2d.1 SPECIFIC REQUIREMENTS 2d. DESIGN BRIEF PHASE 1 Nº 32/55
SOURCE: Building America program, sponsored by the U.S. Department of Energy’s Office of Energy Efficiency and Renewable Energy (EERE). 2012. Table WD1. Daily water consumption in large commercial buildings
1 -
N
PHASE
A. SELF SUFFIENT (For further information refer to pag 43-44 Energy and systems)
A1. Solar panels
A2. Heat pump
A3. Boimass boiler (pellets)
A4. Collection of rain water
A5. tanks, watertreatment
B. REUSE/RETROFITING
B1. Reusing a building, ADDING LAYERS (RESPECT TO NATURE)
B2. Reusing materials
C. BE INSPIRATIONAL/ SHOW BUILDING
C1. Expose services
C2. Expose the structure
C3. Water collection
Expose that elements that become part of the architecture language. Show how the building works, Case Study.
D. LOW ENERGY COMSUMPTION
D1. Aproach to passive design principles (For further information refer to Appendix 2.4)
D2. Looking into the different requirements of each space.
E. LOW CO2 CONSUMPTION, CO2 ZERO
E1. Election of materials (For further information refer to Appendix 2.3 Materials)
E2. Construction system (For further information refer to pag 40-41-42)
2d.1 DESIGN OBJECTIVES 2d. DESIGN BRIEF PHASE 1 Nº 33/55 N
One of the main directions of the building is marked by a view in the landscape, that direction is framing the view of a farm in the middle of the landscape. The landscape is already framed in some way due to the trees that are in front of the building.
2e.1 SITE PLANT 2d. BUILDING Nº 35/55
E AXIS F AXIS A AXIS B AXIS D AXIS C 0 50 100 150 200 250 500 N AXIS A, B - Old building AXIS C, D - Main streets AXIS E, F - VIEWS
AXIS
Access A. Pedestrian and public access to The Centre. Main access.
Articulation with the town by walk. (5 minutes to the centre of the town) Car accesibility for the existing companies. Access B. Service access. Car access to the centre. Stairs. They are connecting the town with the industrial area.
2e.2 PUBLIC SPACE 2d. BUILDING Nº 36/55 N
0 3 6 9 12 15 30
2e.3 COLLAGE - ENTRANCE 2d. BUILDING Nº 37/55
“WASTE”
The materials I am removing of the building, instead of being consider a waste, will be used later on the building. The bricks of the wall, could be used on site, crossing and using them for the movement of land. (Behind retaining wall) Also they could be used by the students for the training. The sandwich panel of the roof could be resused localy for another building, and also for the students to experiment with them.
Thinking in systems
Design without waste
Life cycle of a material
Second life of a material
2e.4 DESIGN CONCEPT 2d. BUILDING Nº 38/55 N N Remove Reuse Building supplier tools
LOADS DIAGRAM OF EXISTING STRUCTURE
The new structure
The section of the rigth column is much smaller than the middle columns of the portico, that are bearing the double of load. Because of this, I made the assumption that this column is not designed to bear more load. So the new structure will be attached to the old one but without touching it.
The new structure will be 2 m separated from the old one, and the principal beams will have 2 meters of cantilever.
JOIN OLD - NEW (1:20)
1. Hempcrete wall (500mm)
2. Sandwich panel (roof of the other half of the building)
3. Roof straps
4. Steel beam (200x100mm)
5. Steel beam (200x100mm)
6. Anchor
7. Bolt
8. Steel colum (205x135mm)
9. Brick
10. Expansion joint
11. Softwood uprigth
12. Lime plaster
13. Hempcrete
14. Anchor plate
15. Bolt
16. Glulam beam (750x125mm) (cross section)
17. Glulam beam (750x250mm)
18. Ash flooring - ceramic tiles
19. Gripping mortar (for the floor)
20. Cement mortar (4cm)
21. Heating pipes (2cm)
22. Insulation (10cm) - cellulose
23. Joist
24. CLT panels (secondary structure)
2e.5 OLD AND NEW 2d. BUILDING Nº 39/55 10 9 1 2 3 4 5 6 7 8 14 15 16 17 11 12 13 18 19 20 21 22 23 24
0 0.2 0.4 0.6 0.8 1 2m
SOURCES:
Metric Handbook, Planning and desing data. Third edition, edited by David Littlefield, 2008 (pag. structure 36.2-36.3)
Spaeth, B. 2019. Structures for Architects. Architectural Technology 3. Cardiff University. Available at: https://learningcentral. cf.ac.uk/ [Accessed: 20 january 2020].
Gross H. Gross Produktion AB. 2013. Glulam Handbook Volume 1. Föreningen Sveriges Skogsindustrier. Stockholm, Sweden
2e.6 STRUCTURE 2d. BUILDING Nº 40/55
GLUE LAMINATED TIMBER
The principal structure of the building is made in GLULAM, it is a structural material, which optimizes the technical qualities of a renewable raw material, timber, and at the same time, the consumption of raw wood material is less if the glulam technique is utilized. Glulam is comprised of layers of small section dimensioned timber, bonded together with adhesive under heat and pressure. The wood is all oriented in one direction, so it acts like a solid piece of wood.
CROSS LAMINATED TIMBER
The roofs of the building are made in CLT, which is acting as secondary structure in the perpendicular direction of the beams (distance between beams= 5m), and as interior cladding for the roofs as well. In CLT, as opposed to glulam, the wood is glued up with each layer of boards being perpendicular to each other. Because the timber is going in two directions, it gets better structural rigidity.
HEMPCRETE
All the external walls are made of hempcrete, with an external layer of lime render, to be more efficient for the weather. They are held by a secondary timber structure, which is inside the wall. The thickness of the wall is 500mm, encasing part of the structural timber frame.
What is hempcrete? “Hempcrete, or “hemp-lime composite building material” to give it its proper name, is made by mixing hemp shiv (the woody stem of the industrial hemp plant) together with a binder. The binder is either a pure lime (a strongly hydraulic lime), or a formulated hempcrete binder made from lime mixed with a smaller proportion of pozzolans or Portland cement.” (2020. UK HEMPCRETE)
TIRE RETAINING WALL
The retaining wall is made of tires, reusing a material that otherwise would be waste and would take a lot of energy to disappear. The inside of the tire is filed with rammed earth and cement floor reinforcement is placed every 1 time 4 yarns, and serves as a mooring floor in the structure of the tire wall. Finally the retaining wall results almost zero carbon.
Wall height: 5.12m
Tire size: φ=0.65m, width=0.225m
- Complex foundation, continuous foundation, but no concrete foundation to further reduce the embodied energy of the wall. Rock filled (heavy-duty wire mesh containers).
- Cement ground reinforcement.
- Superficial and internal drainage. It is a French drainage.
TIRE RETAINING WALL
The opaque wall of the courtyard is made of brick, linking this way with the existing buildings, much of them made of brick, the first one the existing building which the project is wrapping. The wall is made with two rows of bricks.
2e.7 CONSTRUCTION SECTION (FOR ORIGINAL REFER TO APPENDIX 2.5 @A1_1:20) 2d. BUILDING Nº 41/55
27 1 2 3 45 67 89 10 11 12 13 14 16 17 18 15 19 20 21 22 23 24 25 26 28 29 30 31 32 33 34 35 36 37 38 20 21 22 23 24 25 26 27 28 29 30 31 32 19 19 39 40 41 42 43 44 49 52 51 50 49 48 47 46 45 53 54 55 56 57 58 59 60 61 0 0.2 0.4 0.6 0.8 1 2m REFERENCES ARE IN THE ORIGINAL DOCUMENT
SECTION A-A’
APPENDIX
LEGEND
1. Gravel
2. Dichondra (plant)
3. Growing medium (350mm)
4. Geotextil membrane fliter,antiroot
5. Drainage panel
6. Waterproof layer - Bentonite clay mat
7. Creation of slope layer (1%) Concrete
8. CLT panels
9. Double glulam beam (520x250mm)
10. Bolt
11. Anchor plate
12. King beam (Concrete)
13. Bolt
14. Cement floor reinforcement
15. Rammed earth
16. Tire
SECTION A-A’
SOURCES: CUBIERTAS VERDES. n.d. Tipos De Cubiertas: Detalles Constructivos. [online] Available at: <https://cubiertasverdesmedios.wordpress.com/ sistemas/detalles-constructivos/> [Accessed 16 April 2020].
Pacheco-Rivas, I., n.d. Beneficios, Funcionamiento Y Cómo Construir Un Techo Verde Abouthaus. [online] AboutHaus. Available at: <https://about-haus.com/ beneficios-construir-un-techo-verde/> [Accessed 16 April 2020].
Docplayer.es. 2020. GUÍA DE PLANIFICACIÓN. Sistemas Para Cubiertas Verdes Intensivas PDF Descargar Libre. [online] Available at: <https://docplayer. es/70710855-Guia-de-planificacion-sistemas-para-cubiertas-verdes-intensivas.html> [Accessed 19 April 2020].
Bauder.co.uk. n.d. Roof Gardens And Green Roofing Systems Bauder. [online] Available at: <https://www. bauder.co.uk/green-roofs> [Accessed 19 April 2020].
1. Ligthing and instalation
2. Double glulam beam (520x250mm)
3. Timber support
4. CLT panels (ceiling of the ground floor)
5. Green roof (480mm)
2e.8 TIRES RETAINING WALL MEETS GLULAM BEAM 2d. BUILDING Nº 42/55 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 3 2 1 4 5
0 0.05 0.1 0.15 0.2 0.25 0.5m
- TIRES RETAINING WALL MEETS GLULAM BEAM - CONSTRUCTION DETAIL 1:5 (A2) (FOR ORIGINAL REFER TO APPENDIX 2.6 @A2_1:5)
2e.9 ENERGY AND SYSTEMS (FOR FURTHER INFORMATION REFER TO APPENDIX 2.4) 2d. BUILDING Nº 43/55
2e.9 ENERGY AND SYSTEMS (FOR FURTHER INFORMATION REFER TO APPENDIX 2.4) 2d. BUILDING Nº 44/55
The north façade is the most public one, is the interface between the community and the centre of Rhayader, the main entrance gives access to the social space that articulate the diferents spaces of the building.
The BREAK_UP of the façade is done by the expansion joints of the materials. The pieces has the golden ratio, and the break-up of the windows as well. The height of all the pieces is 2.75m, coinciding with the situation of some of the beams that hide behind the façade and some of the doors and windows.
CARPENTRY
The carpentry is made of wood. It is place in front of the floor in the glazing of the courtyard, to have less risk of thermal bridge, looking for a design to obtain the lowest energy demand.
SOURCE: Lauret, B., 2018. Máster En Fachadas Tecnológicas Y Envolventes Sostenibles. [online] Masterfachadas.aq.upm.es. Available at: <http://masterfachadas. aq.upm.es/assets/muro-cortina-stick.pdf> [Accessed 25 April 2020].
2e.11 ELEVATION (1:200) 2d. BUILDING Nº 46/55 0 2 4 6 8 10 20m N
The roof is accesible, for its maintenance, because the solar panels are located on the roof and the water collection is done on the roof; therefore there is a stair that goes up to the roof, but is not seen from the elevation, this is possible because of the height between the second floor (library) and the roof, that is 5m.
So it is possible to close the stair that gives access to the roof without being seen from the
The main entrance of the building is framing a view in the land scape, but you can not see that view in the first step, you have to turn to reach it. Then you can see the landscape through the metallic structure of the existing building.
2e.13 FIRST FLOOR 2d. BUILDING Nº 48/55 1 2 3 4 5 6 7 9 19 17 18 20 8 10 11 12 13 14 15 18 17 8 16 8
10.The reception 11.Main social stair 12.Main entrance 13.Lobby 14.Courtyard 15.Relaxing
16.Seminar room 17.Toilets
19.Office 20.Reading
N N 0 2 4 6 8 10 20m View 1
LEGEND 1.Service door 2.Changing room 3.Kitchen 4.Storage 5.Service area 6.Cafeteria entrance 7.Seating area 8.Pipes 9.Door (close the cafe)
area
18.Vertical cominication
corner
1.Polivalent space/ Exposition
2.Computers room
3.Printing room
4.Pipes
5.Librarians reception
6.Librarias office
7.Toilets
8.Vertical comunication
9.Book storage
10.Double high (the reception)
11.Quiet zone - study zone
12.Courtyard
13.Group work zone
14.Seminar room
15.Instalations - Heat recovery ventilation
The library works independently from the first floor. That means that the cafe and the public spaces of the first floor can be open and use by everybody when the library and also the workshop in the ground floor are closed.
The cafe can be close also by a quite industral door, what makes possible that when the whole building is closed, just the cafe could be open to the public.
The different spaces can be very open, or they could be closed if is necessary to satisfy the different requirements for each moment.
N N 0 2 4 6 8 10 20m BRICK HEMPCRETE SUSTAINABLE CEMENT PLUMBING CLAY
LEGEND
1 2 3 4 4 10 11 12 8 7 15 14 13 5 6 7 8 9
2e.15 SECOND FLOOR 2d. BUILDING Nº 50/55
2e.15 SECOND FLOOR 2d. BUILDING Nº 51/55 N BRICK HEMPCRETE SUSTAINABLE CEMENT PLUMBING CLAY
View 1
View 2
Sketch. View 2
LEGEND
1.Training area
2.Office
3.Specific machines
4.Tables to work
5.Lockers
6.Polivalent space (diferent pratice depend on the courses)
7.Lobby
8.Courtyard
9.Toilets
10.Instalations - Boimass boiler
11.Showers
12.Vertical comunication
13.Corridor
14.Storage
15.Crane
16.Entrance
17.Entrance (will be the most of the time close)
18.Tank (water collection)
19.Heat pump
20.Recovered courtyard
21.Bench
22.Entrance to the buiding supplier tool
2e.16 GROUND FLOOR 2d. BUILDING Nº 52/55
N N 0 3 6 9 12 15 30m BRICK HEMPCRETE SUSTAINABLE CEMENT PLUMBING CLAY 1 1 1 6 19 17 16 18 20 21 22 4 2 5 11 9 12 14 15 13 7 12 9 10 2 8 21 3 2
SOME MACHINES THAT WILL TAKE PLACE IN THE WORKSHOP
3. Foam cutting machine (Amazon,2020)
2. Cement mixer(Amazon,2020)
1. Timber cutting machine (Airmatic S.A. 2015) (Freepik company,2020)
LEGEND
1.Photovoltaic panels
2.Solar water heating
3.Collection of water
4.Courtyard
5.Vertical comunication
6.Expansion joint 7.Stairs
2e.17 ROOF PLANT 2d. BUILDING Nº 53/55 N 0 2 4 6 8 10 20m N
2 3 4 5 7 6 2 1 1 1 1
2e.18 LONGITUDINAL SECTIONS (1:200) 2d. BUILDING Nº 54/55 0 2 4 6 8 10 20m
2e.17 LONGITUDINAL SECTIONS 2d. BUILDING Nº 55/55