Refurbishment Project, Old Mill in Bad Kleinen by Jakob Brockmans

The Old Mill Refurbishment Project, Bad Kleinen Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Professor:Section:RefurbishmentREFURBISHMENT.SUSTAINABLE.PLAN.Project|30.07.2021SpecialisationRefurbishmentAnkeWollbrinkMail:gillian_cr@hotmail.comMail:jakobbrockmans@gmail.comJakobBrockmansno.322276GillianRodriguesno.337468

A-1 B-5B-4B-3B-2B-1PartA-5A-4A-3A-2 A Part B General Analysis (Stock Analysis) - Location + Climate - Building History (Former and Existing Use) - Building Layout + Structural System - General Condition of the Building Project Goals - Adjust the building to current standards (Physics + Regulations) * Energy, Accesibility, Water, Ventilation, Material Selection. - Maintain what is possible and build the rest from scratch * Demolition, Re-Structuration, Refurbishment, Modernization Concept for Urban Design - Assesment and Master Plan Alternatives - Selection of on Master Plan Alternative according to Project Goals Concept for New Usage + Design Alternatives - Design Alternative 1 - Design Alternative 2 - Assesment of Design Alternatives + Selection according to project goals Design Concept for Refurbishment - General Layout of the building - Structural Concept for refurbished and new building components - Energy Concept for refurbished and new building parts - Material concept for refurbished and new building materials Conclusion Analysis of Building Condition (Existing Building Elements) - Façade - Foundation, Ceiling + Roof - Interior Walls + Columns - Technical Equipment - Used Materials - Pollutants Analysis of Problems and Potentials Definition of Architectural Position (Preservation, Modernization + Extension) Definition of Actions to be made (Partial Demolition, Re-Structure, Modernize + Extend) Index Analysis of Existing Building and Sorrounding Proposal for New Purpose and Refurbishment Concept Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

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This aims to present a refurbishment project conversion measurements for the main building facility of an existing 1912 Mill complex, currently inactive, and under historical protection, found in Bad Kleinen, Germany. The refurbishment work is part of the urban master plan study for the Mill´s site. This work is an evaluation and proposal for the building resignification and conservation, with a new usage concept, considering sustainable construction actions. The proposal consider measures for adapting the building meet current standards contemporary demands performance,

paper

Introduction

noise control, removal of hazardous materials, flexibility of space usage, and others. This paper relies on available documentation, like Transformer House Garage/ AdministrationStables Coal Storage Concrete Silo 1964 Figure 2: Mill Building, 2015. ©freiseindesign.com ©Friederike Franze. Figure 3: Mill Facilities ©Sven Bardua Figure 1: Planning area and Old Mill building location. MILL PLANNING Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

In General, Germany belongs to the Temperate climate zone. Bad Kleinen, like Mecklenburg-Western Pomerania as a whole, is located in the moderately cool west wind zone be tween the Atlantic Ocean and the east ern continental climate. With rather cool, damp winters and mild summers. Even in September the temperature remains relatively warm. However, especially in the Western Pomerania area, winter quickly creates frost temperatures of 20 degrees below zero. The reason for this is relatively simple: the Baltic Sea warms up and cools down more slowly than the air over the inland sea. For example, the Baltic Sea gives off heat in autumn or winter, simi lar to a heat store. The temperatures are therefore correspondingly milder in the coastal areas of Mecklenburg and Western Pomerania. The average tempera tures on land are colder in spring and warmer in autumn than, for example, in southern regions of Germany.

A1 | Location + Climate Building Zone | Climate Zone

Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A1 | Location + Climate Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

0 > 1 > 5 > 12 > 19 > 28 > 38 > 50 > 61 km /h N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW 0 250 500 750 m et eoblue 0 > 1 > 5 > 12 > 19 > 28 > 38 > 50 > 61 km /h N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW 0 250 500 750 m et eoblue Summer Solstice Jun 21st + Winter Solstice Dec 21st, 10:30 am Wind Direction and Speeds A1 | Location + Climate Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Wind Predominantprevalencewinddirection: from W to NW. Wind speed: Higher speeds and frequency during Winter, when winds can reach speeds > 61 km during Winter. Conclusion: The site is open, no nearby buildings. It has potential to use wind turbines as energy source.There is potential to use a natural ventilation strategy for comfortable temperatures in Summer. WIND PREDOMINANT DIRECTION WIND ROSE SOURCE: METEOBLUE.COM SOURCE: METEOBLUE.COM (INFORMATION BASED ON NEAREST WEATHER Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Conclusion: Solar gain on Winter is necessary to decrease energy demand, to prevent heat loss, therefore there is an opportunity to ﬁnd measures to improve the building solar gains thru SE and Roof surfaces.

Exposure to daylight will change over the course of the year, so intensity of solar radiation on surfaces will vary depending on the time of the year. Based on the following diagrams and 3D model simulation, it´s possible to assume that:

Stereographic sun path diagram – Bad Kleinen 53.80°N

Façade Orientation - 3D model geolocated in RevitWINTERSoftware.

11.50°E

Building Orientation

Source: https://drajmarsh.bitbucket.io/sunpath2d.html Winter Solstice, 9:00H. 3D model geolocated in a sun path diagram Source: https://drajmarsh.bitbucket.io/sunpath2d.html

SE and SW: Surfaces gets the most exposure to daylight/year period.

The location doesn´t require active cooling. Comfortable temperatures can be achieved for Summer thru passive measures, like façade sun protection and night ventilation.

Façade Orientation - 3D model geolocated in Revit Software. Building exposure to natural light on a year period. 3D model simulation

NE and NW: Surfaces gets the least exposure to daylight/ year period.

Source: https://drajmarsh.bitbucket.io/sunpath2d.html |

Refurbishment Project

30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

NW: Surface gets the least solar gain on Winter. SE: Surface gets the most solar gain on Winter.

Source: https://drajmarsh.bitbucket.io/sunpath2d.html

Building Orientation

NW: Surface gets the least solar gain on Winter. SE: Surface gets the most solar gain on Winter. Roof surface: Intensity of solar gain increase in SolarSummer,gain decrease in Winter. Sun Angle to Earth surface: Sun angle at lowest, on Winter. Sun angle at highest on Summer.

Winter Solstice, 9:00H. 3D model geolocated in a sun path diagram

SE and SW: Surfaces gets the most exposure to daylight/year period.

NE and NW: Surfaces gets the least exposure to daylight/ year period.

Roof surface: Intensity of solar gain increase in SolarSummer,gain decrease in Winter. Sun Angle to Earth surface: Sun angle at lowest, on Winter. Sun angle at highest on Summer. Conclusion: Solar gain on Winter is necessary to decrease energy demand, to prevent heat loss, therefore there is an opportunity to ﬁnd measures to improve the building solar gains thru SE and Roof surfaces. The building doesn´t have interference of nearby buildings. There is a potential to improve daylight use and prevent excessive use of artiﬁcial lighting. The location doesn´t require active cooling. Comfortable temperatures can be achieved for Summer thru passive measures, like façade sun protection and night ventilation.

SUMMER Summer Solstice, 9:00H. 3D model geolocated in a sun path diagram Source:Stereographichttps://drajmarsh.bitbucket.io/sunpath2d.htmlsunpathdiagram–BadKleinen53.80°N 11.50°E

The building doesn´t have interference of nearby buildings. There is a potential to improve daylight use and prevent excessive use of artiﬁcial lighting.

WINTER SUMMER W Façade Orientation - 3D model geolocated in Revit Software. North viewSummer Solstice, 9:00H. 3D model geolocated in a sun path diagram

Building History

Former use: Grain Mill. Current use: Inactive Thesite. Old Mill was once the largest mill in Mecklenburg.

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Former use: Grain Mill.

Figure 14: Mill original construction, 1917. Source: Photo from Mr. Steinhagen. Provided by Hoschule Wismar. Building History

The Old Mill was once the largest mill in Mecklenburg. Brothers Wilhelm and Werner Janssen founded Janssen Mühle. They have chosen this location to set the mill due the proximity to the railroad, after they had not obtained permission to build their mill in Schwerin. The modern large mill in Bad Kleinen was built around 1912 to 1914, it started operation in 1916, and doubled its capacity in 1924. Ancillary buildings and a grain silo were added by 1936. The Mill shipped flour from here to the Rhineland. In 1946, the property was expropriated and became popular property.

The modern large mill in Bad Kleinen was built around 1912 to 1914, it started operation in 1916, and doubled its capacity in 1924. Ancillary buildings and a grain silo were added by 1936. The Mill shipped flour from here to the Rhineland. In 1946, the property was expropriated and became popular property. During the GDR (German Democratic Republic) era, the Mill, known as Veb Mühlenwerke Bad Kleinen, invested in modern technology. Around 1964 a large concrete silo was built. In 1989 the plant, with seventy-two employees, could still produce up to 22,000 tons of wheat and rye flour per year. After the end of the GDR era, the company, already obsolete by that time, closed (around 1993). Since then, the building complex area has stood empty, unusedcrowned by a water and clock tower used for the firefighting water reserve. In 2012, the community took over the area. In 2018, the area was sold to a private

Figure 13: Grain Mill - Shown 1936 silo addition.Figure 13: Grain Mill – original building, 1916. Figure 13: Grain Mill, 1936 - district archive Figure 13: Grain Mill, view from track side.

Former use: Grain Mill. Current use: Inactive Thesite. Old Mill was once the largest mill in Mecklenburg.

Current use: Inactive site.

Figure 13: Grain Mill – original building, 1916. Figure 13: Grain Mill, 1936 - district archive Figure 13: Grain Mill, view from track side.

Brothers Wilhelm and Werner Janssen founded Janssen Mühle. They have chosen this location to set the mill due the proximity to the railroad, after they had not obtained permission to build their mill in Schwerin. The modern large mill in Bad Kleinen was built around 1912 to 1914, it started operation in 1916, and doubled its capacity in 1924. Ancillary buildings and a grain silo were added by 1936. The Mill shipped ﬂour from here to the Rhineland. In 1946, the property was expropriated and became popular property.

During the GDR (German Democratic Republic) era, the Mill, known as Veb Mühlenwerke Bad Kleinen, invested in modern technology. Around 1964 a large concrete silo was built. In 1989 the plant, with seventy-two employees, could still produce up to 22,000 tons of wheat and rye flour per year. After the end of the GDR era, the company, already obsolete by that time, closed (around 1993). Since then, the building complex area has stood empty, unusedcrowned by a water and clock tower used for the firefighting water reserve. In 2012, the community took over the area. In 2018, the area was sold to a private developer. Refurbishment Project | 30.07.2021

Professor: Anke Wollbrink

During the GDR (German Democratic Republic) era, the Mill, known as Veb Mühlenwerke Bad Kleinen, invested in modern technology. Around 1964 a large concrete silo was built. In 1989 the plant, with seventy-two employees, could still produce up to 22,000 tons of wheat and rye flour per year. After the end of the GDR era, the company, already obsolete by that time, closed (around 1993). Since then, the building com plex area has stood empty, unused - crowned by a water and clock tower used for the fire-fighting water reserve. In 2012, the community took over the area. In 2018, the area was sold to a

Figure 13: Mill - site overview from top of concrete silo Figure 13: Transportation at the Mill site Figure 14: Mill original construction, 1917.

Building History

Figure 13: Grain Mill - Shown 1936 silo addition.Figure 13: Grain Mill – original building, 1916. Figure 13: Grain Mill, 1936 - district archive Figure 13: Grain Mill, view from track side. Figure 13: Mill - site overview from top of concrete silo Figure 13: Transportation at the Mill site

Section: Specialisation Refurbishment

the mill due the proximity to the railroad, after they had

During the GDR (German Democratic Republic) era, the Mill, known as Veb Mühlenwerke Bad Kleinen, invested modern technology. Around 1964 a large concrete silo was built. In 1989 the plant, with seventy-two employees, could still produce up to 22,000 tons of wheat and rye flour per year. After the end of the GDR era, the company, already obsolete by that time, closed (around 1993). Since then, the building complex area has stood empty, unusedcrowned by a water and clock tower used for the firefighting water reserve. In 2012, the community took over the area. In 2018, the area was sold to a private developer.

Source: Photo from Mr. Steinhagen. Provided by Hoschule Wismar. not obtained permission to build their mill in Schwerin.

Figure 13: Grain Mill, 1936 - district archive Figure 13: Grain Mill, view from track Figure 13: Mill - site overview from top of concrete silo Figure 13: Transportation at the Mill Figure 14: Mill original construction, 1917.

Source: Photo from Mr. Steinhagen. Provided by Hoschule Wismar.

Figure 13: Mill - site overview from top of concrete silo Figure 13: Transportation at the Mill site

Figure 13: Grain Mill - Shown 1936 silo addition.

Building History

Former use: Grain Mill. Current use: Inactive Thesite. Old Mill was once the largest mill in Mecklenburg.

Figure 13: Grain Mill - Shown 1936 siloFigure 13: Grain Mill – original building, 1916.

1946 Expropriation of the Janssen brothers. The mills become “property of the people”. 1948

1916

1915 The Schwerin merchants Wilhelm and Werner Janssen decide to set up an industrial, machine-driven mill in Bad Kleinen. Successful commissioning of the mill in Bad Kleinen, which was very modern for the time, in a large brick building.

The mill operation is called VEB Mühlenwerke Bad Kleinen, later it belongs to the Combine Getreidewirtschaft Rostock and thus the state. The grain storage capacities were expanded. Further buildings are built, including the large granary.

1989 Before the fall of the Wall, 72 people were still employed in the Bad Kleinen mill. The annual production is 22,000 tons of grain. 1996 The mill is completely closed. All attempts at resuscitation or sale fail. The municipality of Bad Kleinen buys the mill site, the existing building ensemble is a listed building. A revitalization of the mill site does not succeed. Bad Kleinen-based finance and real estate expert Egon Flemming decides to revitalize the mill area and save it from deterioration. He con vinced the community of the “Mühlenquartier Bad Kleinen” concept.

2012

2018

1961

After 1945 the assets of the Janssen brothers were taken into official administration by the Soviet military administration.

Since

A1 | Building History | Fomer and Current Use Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Building Condition | General Data Year Built: 1916 No. of Levels: 6 whole + 1 partial Average Ceiling Heights: 3,40 m Total Height: 22,22m Total Net Area: 6,430 m2 Basement: 1,133 m2 Ground Level: 1,445 m2 Level 1: 1,018 m2 Level 2: 996 m2 Level 3: 1,014 m2 Level 4: 569 m2 Level 5: 235 m2 Level 6: 17 m2 (Small room at the top) Total Area: 7,629 m2 Total Volume: approx. 25,938 m3 Total Roof Area: 1,445 m2 Total Façade Area: -South Façade: 1355 m2 -East Façade: 480 m2 -North Façade: 1355 m2 -West Façade: 480 m2 Condition: The current condition of the building will be analyzed on the next section where we can take a closer look into the individual structural components and building elements. A1 | Building Layout + Structural System Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A1 | Building Layout + Structural System | Basement Level: -3,50 Anschluß Bl.3-1.Geschoß 3,33 Fundament Fe 2,03) Tank (3,45) -3,50 Maschine Speicher .(3,45) Fe Masch. (3,45) 3,50 Fe -3,50 Luke Fund. -2.08 Fund. -3.15 Fund. -2.05 Fund. .(3.40) Fe -3.50 Schacht Wasserbehälter -3.50 .(3.30) ElevatorArbeitsgrube Masch. Schneckenförderer -3.50 Speicher Fund.Fund. -3.48 Fund. Speicher -5.00 SpeicherSpeicher Elevator Schneckenförderer Speicher Schneckenförderer Speicher Speicher -3.75 .(2.48) Speicher Fund. Speicher -3.50 .(3.37) Speicher Elevator Schneckenförderer Speicher ElevatorSpeicherSpeicher Speicher Speicher Schneckenförderer -3.50 .(3.20) Schneckenförderer Schneckenförderer Speicher Speicher D C D I FEC FE HG I HG 0,5 13,2 0,8 14,6 0,8 8,1 0,8 19,4 0,7 15,2 0,8 29,2 9,7 19,4 16,7 74,9 0,5 12,2 0,1 0,9 0,8 14,5 1 5,2 0,7 1,8 0,5 21,1 0,6 14,4 0,8 37,5 22,2 15,1 74,9 0,5 15,5 0,5 0,8 14,1 0,7 K001 K002 K003 K005 K006 K007 K008 K009 K011K010 K012 K013K004 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

D C D I FEC FE HG I HG Nr. 70 Nr 66 Maschine Maschine Anschluß 1. Geschoß Bl. 2 Nr 29 Fe (3,20) Maschine ±0,00=51,645muHN (2,12) Fe -0,80 (4,90) Maschine Nr.17 Ø1800 Ø2400 Speicher Sackrutsche Elevator Absackmaschine in die 1. Etage durchgehend Ø1800 Nr.25 Speicher Rampe Fe (3,27) Elevator ±0,00 Fe 0,00 (3,20) Elevator SpeicherSpeicher Elevatoren Maschine -1,84 Fe Laufsteg Ofen Ofen Rauchzüge Speicher Nr.16 Ø 2400 Speicher Nr.26 Speicher Speicher 0,04 Laufsteg SpeicherSpeicher 1,04 in die 1. Etage durchgehend Speicher Speicher Speicher Speicher Speicher Ofen +0,04 Ofen Laufsteg Rauchzüge (5,80) Fe -1,84Schornstein SpeicherSpeicher Speicher kohlenbunker Speicher Bretterwand Speicher Speicher ±0,00 Fe Kohlenbunker (5,80) Fe Fe 1,84 Speicher Speicher Speicher Speicher Speicher Speicher 0,00 Bretterwand Elevatoren Lagerraum Wasserbehälter (5,80) ±0,00 0,5 8,6 0,5 4 0,7 14,8 0,7 8,4 0,7 19,4 0,5 15,4 0,8 29,2 9,7 19,4 16,7 74,9 18,6 41,1 15,1 74,9 1,3 0,5 15,5 0,5 7,7 0,3 1,2 0,8 14,1 0,7 1,5 0,4 6,5 0,4 0,1 0,3 18 0,7 4,3 0,6 11,3 0,3 2 0,4 21,5 0,4 14,5 0,7 8,7 0,7 5,8 9,6 0,5 5,3 11,5 0,7 3,9 0,4 6,5 A1 | Building Layout + Structural System | Ground Level: +3,30 001 002003 004 009008005007 010 011 013012014 016 017 018 019 020 021022 023 024025 027 026 015 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

D C D I FEC FE HG I HG Speicher Maschine Maschine Speicher Speicher Speicher Speicher Anschluss 2. Dachgeschoss Bl.6 Speicher Maschine Maschine .(3.42) +3.30 Holzdielen Maschine Speicher Maschine Maschine Elevatoren Maschine Elevator Speicher ElevatorElevator Speicher Speicher .(3.42) Elevator Speicher Speicher +3.30 Holzdielen Speicher Speicher Speicher Speicher Speicher Speicher Speicher Speicher Speicher SpeicherSpeicher Speicher SpeicherSpeicher Speicher Laufsteg Kohlenbunker .(3.42) +3.30 Holzdielen Maschine Elevator Maschine Speicher Speicher Speicher Maschine Speicher Speicher Speicher Speicher Sackrutsche (3,17) +3,30 Holzdielen Speicher Speicher (3,17) Elevator +3,30 Holzdielen Sackrutsche 0,5 8,6 0,5 4,2 0,5 14,8 0,7 8,4 0,7 19,4 0,5 15,6 0,5 29,2 9,7 19,4 16,7 74,9 0,5 8,6 0,5 1,8 0,3 2,1 0,5 4 0,4 4,7 0,4 5,3 0,7 5,3 0,6 2,5 0,7 19,4 0,5 15,6 0,5 18,4 5,5 5,3 9,6 19,4 16,7 74,9 0,5 15,5 0,5 0,5 14,4 0,5 8,7 0,7 5,8 9,5 0,6 5,3 11,7 0,5 2,4 A1 | Building Layout + Structural System | Level 1: +6,75 101 103102 106105104 108 110 111 112 107 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

D C D I FEC FE HG I HG 0,5 8,6 0,5 4 0,7 14,8 0,5 8,6 0,5 19,4 0,4 15,7 0,5 29,2 9,7 19,4 16,7 74,9 0,5 8,6 0,5 1,7 0,2 2,2 0,7 14,8 0,5 5,5 0,5 2,6 0,5 19,4 0,4 15,7 0,5 23,9 5,3 9,6 19,4 16,7 74,9 0,5 15,5 0,5 0,5 14,4 0,5 8,9 0,5 5,8 9,8 0,4 5,5 11,7 0,5 2,4 A1 | Building Layout + Structural System | Level 2: +10,25 201 203204 207205206 208 209 210 212211 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

D C D I FEC FE HG I HG Speicher Speicher Speicher Speicher Maschine .(2.97) ElevatorElevator Fh Elevator +10.25 Maschine SpeicherElevator Speicher Speicher Speicher Speicher Speicher Fh Maschine .(3.62) .(3.15) Fb +10.25 Fh .(3.15) +10.25 .(2.47) SpeicherSpeicher Speicher Speicher Speicher SpeicherSpeicherSpeicherSpeicherSpeicher Fb Maschine+8.50 Speicher Speicher Speicher Speicher SpeicherSpeicher Speicher Elevatoren +10.25 Fb .(2.97) Speicher +10.25 Fb Speicher Speicher Fb +8.50 Speicher Speicher Anschluss Blatt 2 4. Geschoss 0,5 8,6 0,5 4,1 0,4 14,9 0,5 8,6 0,5 19,4 0,3 16 0,4 29,2 9,6 19,4 16,7 74,9 0,5 8,6 0,5 1,7 0,3 2,2 0,5 14,8 0,5 5,5 0,5 2,6 0,5 19,4 0,3 16 0,4 23,9 5,4 9,5 19,4 16,7 74,9 0,5 15,5 0,5 0,4 14,7 0,4 8,9 0,5 5,8 10 0,4 5,4 12 0,4 2,4 A1 | Building Layout + Structural System | Level 3: +13,25 301 302304 307306305 308 309 310 311 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Speicher UK (0,86) Speicher Speicher Behälter Maschine Behälter Behälter (1,80) (3,00) ElevatorElevator UK(0,25) Schnecke Speicher Speicher Speicher Speicher Maschine (4,10)+13,90 (6,10) +13,90 +76 leiter 99 +12,05 +67 Elevator Maschine (4,10) Behälter Behälter Behälter SteigUK(0,45) +1 Luke Luke +13,25Schnecke Holzdielen (3,95) Schnecke LukeLuke (3,85) Holzwand Luke Luke Luke Luke Luke Schnecke Schnecke Schnecke +13,25 Holzdielen LukeLuke +4 Maschine Elevator 13,25 Holzdielen Speicher Speicher Schnecke LukeLuke (3,95) Behälter Behälter +13,25 +77 Luke 99+ Fb Luke +76 Elevatoren +67 +11,75 Speicher Speicher Speicher Speicher Speicher Schnecke Elevator UK(0,10) Firstbalken FE FE HG I HG 0,5 8,6 0,5 4,1 0,4 14,9 0,5 8,6 0,5 29,2 9,6 38,8 0,5 8,6 0,5 1,7 0,3 2,2 0,4 14,9 0,4 5,9 0,3 2,8 0,4 14,2 14,9 9,7 38,8 0,5 15,5 0,5 0,4 10 0,4 5,6 0,4 8,9 0,5 5,8 16,8 A1 | Building Layout + Structural System | Level 4 : +17,32 401 402403 404 405 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

E HG I HG Holz +18,05 +19,10 Podest +18,55 Luke Holzdielen UK First=+25,55 UHR Luke Behälter Luke Luke Elevator Luke Luke Steigleiter Fe Luke +17,32 +17,32 Luke Luke Schnecke Schnecke +15,28 Luke Luke Schnecke Schnecke Umring 5. Geschoß Umring 5. Geschoß 0,3 13,6 0,3 19,9 0,4 4,1 0,4 14,1 19,9 4,7 38,7 0,3 11 0,3 2,3 0,3 19,9 0,4 4,1 0,4 9,3 4,8 19,9 4,7 38,7 0,27 15,69 0,27 0,3 5,6 0,4 0,3 11,5 0,1 4,3 0,3 Luke 19,74 .(2,30) Elevatoren Fe Umring 6.Geschoß 0,3 4,3 0,3 0,3 4 0,3 A1 | Building Layout + Structural System | Level 5:+19,74 and Level 6 501601 502 503 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

16.25 UK Dachhaus Holz Holz +10.25 +6.75 +3.30 ±0.00= 51.65m ü.HN -3.50 Fund. -0.30 -3.33-3.33 OK Dachhaut UK Decke Schalt- schrank Hohlraum Tank Fundament -1.10 ±0.00 OK 6.25Dachfirst HolzHolzHolzHolz Stahl Holz Holz Stahl Fund.Fund. +3.70 1. 2. 1. 2. 3.3. 4.4. -1.-1.-1. 71 24 76 24 145 170 150 190 155 188 137 205 70 600 3 347 3 342 7 323 1625 5 75 150 120 350 10510 25 25 28 25 203 20 80 298 102 184 1561 68 135 20 110 22 330 92 8 173 203 130 625 132 A1 | Building Layout + Structural System | Section cut D Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

7. 6. 5. 4. 3. 2. 1. 1.(K) 1.(Keller) 1. 2. 3. 4. 5. 6. 7. +22,22 +22,04 +20,82 +19,74 +15,28 +11,75 +8,50 +5,05 +2,50 +0,00 -3,50 +17,32 13,25 +10,25 +6,75 +3,30 +0,00=51,65m ü HN + 238 96 40 374 337 13 200 380 195 150 195 130 195 158 170 241 95 85 18 240 10 245 10 335 10 315 10 343 10 434 12 230 18 2222 337 13 320 10 3 12 342 3 347 3 297 395 350 350 2082 270 140 188 157 188 162 180 130 175 202 90 200 20 20 30 20 20 25 25 25 25 25 25 25 25 25 25 25 10 10 10 10 UK Dachhaut ±0,00 -3,50 ±0,00 3740±0,00 UK Dachhaut 3310 UK Träger Betonpfeiler Betonpfeiler Betonpfeiler Betonpfeiler Betonpfeiler +20,82 Speicher Speicher Speicher Speicher -1 1 2 3 4 5 66 5 4 3 2 1 -1 A1 | Building Layout + Structural System | Section cuts Section cut G Section cut H Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A1 | Building Layout + Structural System | Section cut I -1 1. 2. 3. 4. 5. 5. 4. 3. 2. 1. -1. +20,40 UK Dachhaut +13,90 +10,25 +6,75 +3,30 +0,00 -3,50 +13,25 +10,25 +6,75 +3,30 ± 0=51,64m ^HN -3,50-3,50 ±0=51,65m^ü.HN +3,30 +6,75 +10,25 +13,25 +17,32 +20,82 -3,50 Anschluß Blatt 8 Speicher Speicher Speicher Beton Holz Beton Holz Stahl Stahl Stahl Stahl Stahl StahlStahlStahlStahl 6,10 3,62 3,47 3,42 3,20 4,00 +17,46 UK Dachfirst 3,30 4. 3. 2. 1. -1. 4. 3. 2. 1. -1. -3,45 -3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +16,75 UK Dachhaut +15,87 +10,25 +6,75 +3,30 ±0=51,65m ü.HN -3,50 HolzStahlStahlStahlStahlStahl HolzHolzHolzHolzHolzHolzHolzHolzHolz -17 0 17 34 51 390 190 160 190 151 190 129 205 70 350 650 3 347 3 342 10 320 5 345 1675 350 22 130 22 388 25 25 25 205 200 200 200 200 71 24 96 24 385 600 3 25 322 3 342 7 25 323 5 25 345 195 200 200 200 200 5 25 5 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Ansicht Ost Ansicht Ansicht Ost Ansicht West A1 | Building Layout + Structural System | Elevations South East North West Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Figure 15: Construction drawing, 1913.Earliest Mill Building.

Figure 16:Earliest Mill Building, 1917. SE view

Structural2020.System ▪ Building

Figure 17: Old Mill, construction phases

Source: Photo from Mr. Steinhagen. Provided by Hoschule Wismar.

Based on the existing survey, the Photodocumentaries, and on historical photographs observation, it is possible to infer that the building has gone under different construction additions throughout its lifetime to increase production. The original mill building, shown of figure 15 and 16, it was intended to be a clear volume, formed by four parts in balance withing each other. Later, a new silo was added, following that design style. In one of the historical pictures, figure 13, is possible to note the difference between brick colors due the different aging stage and different material time acquisition. An original chimney appears in older images, figure 17. That chimney has been demolished and a new one was added along with the heating house addition. We can precisely tell the dates and stages of this ground level

Figure 18: Mill Building, 1932. Original chimney. Heating house not existent yet.

Basement Level -3,50 Ground Level ±0,00 1st Level +3,30 2nd Level +6,75 3rd Level +10,25 4th Level +13,25 5th Level +17,32 Top Level +19,74 +18,05 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

ORIGINAL MILL BUILDING1916 • 1916 GROUND LEVEL ADDITION1932 • STORAGE, EXTENSIONSILO ADDITION1932 TO INCREASE PRODCUTIONHEATINGCAPACITYHOUSE ADDITIONDate not know • NEW CHIMNEY, OVENS,COAL STORAGE

Source: Photo from Mr. Steinhagen. Provided by Hoschule Wismar.

Conclusion: Based on that, it is possible to conclude that the main body of the building has the most historical signiﬁcancy, along with the silo addition. The newer chimney is not proportional to the original design, which was clearly designed to meet capacity inquires and not aesthetics purposes.

Figure 19: Earliest Mill Building, 1917. NE view, from track side.

▪

Based on the provided cad survey, on pictures and on the Fotodokumentation conclude that the original main building has load bearing brick masonry, ranging from 54 cm to 80 cm wide (please, refer to Building Documentation). The ﬂoor assembly is formed by timber beams and wooden slats. Steel columns and beams are bearing some wooden ﬂoors assemblies. It´s not clear if the steel system is part of the original structure or added later since the information is not in a reachable

Conclusion: open floor plan, with broad rooms, good ceiling height suitable for a change of use. The silo areas make it more flexible to make a conversion since there isn´t slabs. The wood floor assembly also presents flexibility to redesign preventing loss of material. The basement is the most clustered level, with concrete and steel columns.

• ORIGINAL MILL BUILDING • CONCRETE SLABS / CONCRETE COLUMNS • SILO ADDITION • HEATING HOUSE ▪

Building structure Main components: Load bearing brick walls. Wooden beams/wooden ﬂoors. Steel columns and beams underneath wooden ﬂoors. Wooden truss and wooden ceilings.

±0,00 1st Level +3,30 2nd Level +6,75 4th Level +13,25C 5th Level +17,32 Top Level +19,74 3rd Level +10,25 Refurbishment Project

30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

▪

TheNewdocumentation.silo:siloaddition to the main building is also formed by load bearing walls. Since it´s a storage mill, there is no slabs in between levels. It presents a concrete foundation and more extensive use of concrete as a material.

Basement Level -3,50 Ground Level |

A2 | Analysis of Building Condition Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A2 | Analysis of Building Condition - Façade + Exterior Walls 1 MASSNAHME: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie OBJEKT: Alte 23966,UferwegMühle5Bad Kleinen VERFASSER / GRUPPE: GR. 3 (Heizraum) Felix FranzFlorianKrachenfelsTutzschkyKotte AUFTRAGGEBER: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen BLATT NR. / KAPITEL SEITE: LOKALISIERUNG: THEMA / KAPITELÜBERSICHT / BEREICH: Fotodokumentation BEARBEITUNGSZEITRAUM: BILDUNTERSCHRIFT: Heizraum RAUM NR : 0.ETAGE:EG BESCHREIBUNG ANMERKUNGEN / BEWERTUNG: Risse in Mauerwerk - vermutlich Mauerwerksabsenkung Gesims (oberer Abschluss d. Wand) beschädigt - Backsteine fehlen, bereits entfernter Strauch hat Schaden hinterlassen, Wurzeln teils noch im Mauerwerk verkeilt FOTO NR. NEGATIV NR / DATEICODE: (Optional) 15_Heizungsraum (1).JPG FOTOGRAF / DATUM: Franz Kotte BILDUNTERSCHRIFT: Heizraum RAUM NR. : 0.ETAGE:EG BESCHREIBUNG / ANMERKUNGEN BEWERTUNG: Dachstuhl komplett eingestürzt, nicht begehbar FOTO NR. / NEGATIV NR. DATEICODE: (Optional) 20201005_115548-01.jpeg FOTOGRAF DATUM: Florian Tutzschky JakobBrockmansFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur 17 BILDUNTERSCHRIFT: Heizraum0.ETAGE:EG ANMERKUNGEN / BEWERTUNG: EGATIV NR. DATEICODE: (Optional) 20201005_120424-01.jpeg FOTOGRAF DATUM: Florian Tutzschky JakobBrockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA KassandraFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur86 rauM nr : 105 etaGe: EG beschreibunG / anMerkunGen / bewertunG: 37cm bis Fensterrahmen fOtO nr / neGatiV nr. / dateicOde: (Optional) eta EG bewertun Putz bröckelt schnell von der Wand, fehlt teilweise komplett ateicOde JakobBrockmans MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Bildunterschrift OBjekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Gruppe 7 auftraGGeBer: Mühlenquartier Bad Uferweg 5 23966, Bad Kleinen theMa / kapitelüBersicht / Bereich: Fotodokumentation rauM nr. : 310 4.etaGe:OG BeschreiBunG / anMerkunGen / BewertunG: fOtO nr. neGatiV nr. dateicOde: (Optional) fOtOGraf / datuM B 405 / 3.OG / B Leicht bis stark beschädigte Fenster Austausch statt Restauration (U-Wert) G ruppe 08 B ereich : S peicherboden (1915) G rieger , S ebastian L indner , A nthea W ittmann , M ichelle 1 MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Gruppe 8 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. kapitel / seite: lOkalisierunG: theMa kapitelübersicht / bereich: Fotodokumentation Bereich Alter Speicherboden Alte Silos bearbeitunGszeitrauM: bildunterschrift: Fensteröffnung im Erdgeschoss rauM nr. : 105 etaGe: EG beschreibunG / anMerkunGen bewertunG: zweischaliger Wandaufbau, Ziegelmauerwerk mit Backsteinfassade Wandstärke bei 63cm Fensterglas fehlt komplett fOtO nr. / neGatiV nr. dateicOde: (Optional) fOtOGraf datuM: Anthea Lindner 25.09.2020 JakobBrockmans Façade Walls: In some areas the walls are cracked (that can be repaired ), otherwise in good condition and could be cleaned with pressurized water jets. Windows: Most of the windows are broken, in some places non-existent. Windows don’t comply with present regulations and must be replaced. Doors: Same as above. Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

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A2 | Analysis of Building Condition - Foundation + Columns Foundations: Condition is ok (from visual appreciation, further analysis must take place). Metal Columns: Although corroded, treatment and further usage is possible on areas with less loads. (Can be re-used on upper floors where ceilings are also lower). Wooden Columns: (Visually) the wooden structure seems to require replacement. Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA KassandraFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur6 rauM nr. : etaGe: beschreibunG / anMerkunGen / bewertunG: fOtO nr. / neGatiV nr / dateicOde: (Optional) Wand unterstützt durch OSB Platte Putz an den Innenwänden stark abgebröselt Großflächiges Loch im Boden, nicht gesichert Fenster mit Plane abgedeckt Deckenlattung teilweise fehlend, zerstört Eventuell historische Geräte / Einrichtung EG126NR. 2 ewertun Stahlstütze ganzflächig korridiert (alle anderen Stahlstützen und -träger ebenfalls Sprinkleranlage defekt Öffnungn im Boden des 1. OG Blick zur Decke / auf Stahlstütze im Sackboden Brockmans313 (BA A) PM 19 (BA IA) Gebäudeklimatik und BILDUNTERSCHRIFT: Speicher VERFASSER / GRUPPE: Gruppe 12 AUFTRAGGEBER: Mühlenquartier Bad UferwegKleinen 5 BLATT NR. / KAPITEL / SEITE: LOKALISIERUNG: / BEREICH: BEARBEITUNGSZEITRAUM: -01ETAGE:KG ERKUNGEN / BEWERTUNG: Innenwand (ca. 40 cm) betretbar aufgrund verschiedener Geräte korrodiert MASSNAHME: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und BILDUNTERSCHRIFT:KELLER OBJEKT: Alte 23966,UferwegMühle5Bad Kleinen VERFASSER / GRUPPE: Gruppe 12 AUFTRAGGEBER: Mühlenquartier Bad UferwegKleinen 5 BLATT NR. / KAPITEL / SEITE: LOKALISIERUNG: THEMA / KAPITELÜBERSICHT / BEREICH: Fotodokumentation BEARBEITUNGSZEITRAUM: RAUM NR. : 005 -01ETAGE:KG BESCHREIBUNG / ANMERKUNGEN / BEWERTUNG: brüchige FeuchteschadenBetonbodenplattenanInnenwand (bis ca. 40 cm) historischeWasserbeckenEinrichtung: Antriebe JakobBrockmans 3 MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Mustergruppe auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. / kapitel / seite: lOkalisierunG: theMa / kapitelübersicht / bereich: Fotodokumentation bearbeitunGszeitrauM: bildunterschrift: Seilzug Bereich rauM nr. : 311 3.OGetaGe: beschreibunG / anMerkunGen / bewertunG: Tragstützen vom Seilzugbereich Fragwürdig und abgesackt Gruppe 2 B ereichJakobBrockmans Basement (Keller) Room BasementK006(Keller)RoomK006 Basement (Keller) Room K005 Level 3, Room 311 Basement (Keller) Room K012 Ground Floor, Room 026 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A2 | Analysis of Building Condition - Ceilings - Wood Ceilings: In some areas the ceilings are in a good condition, but in some areas the wooden components are in critical condition and must be discarded. Solution: The rotten components can be discarded and used for its biomass, the components that are in better condition can be re-used for lighter structures else where on the campus mainly because the condition of each individual component cannot be assesed and the lifespan is unknown. EnergieKleinen MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Bildunterschrift: OBjekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser Gruppe: Gruppe 7 auftraGGeBer: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Blatt nr. kapitel / seite: lOkalisierunG: theMa kapitelüBersicht / Bereich: Fotodokumentation BearBeitunGszeitrauM: 25.09.20 - 15.10.20 rauM nr. : 405 3.etaGe:OG BeschreiBunG / anMerkunGen / BewertunG: fOtO nr. / neGatiV nr / dateicOde: (Optional) fOtOGraf / datuM: Geschossdecke B : B B 3BalkenschädenSchimmelDeckeschäden Paul Mieth, 25.09.20 JakobBrockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur Bildunterschrift: Blick in Richtungewertune:G: Löcher im Boden (Ausschnitte), Kaputte(Optional)Fenster fOtOGraf / datuM: Linnea Nickel 25.09.20DIASERVER/Architektur/Studenten/BA2019/00 Fotos Bad Kleinen WESTLICHERAUM308BESCHREI Pilzbildung unterhalb der Decke, Feuchtigkeit FOTO DIASERVER/Architektur/Studenten/BA2019/00 Fotos Bad Kleinen JakobBrockmans MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Mustergruppe auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. kapitel / seite: lOkalisierunG: theMa / kapitelübersicht / bereich: Fotodokumentation bearbeitunGszeitrauM: bildunterschrift: Sackboden Bodenlattung rauM nr. : 211 2.OGetaGe:und 3.OG beschreibunG / anMerkunGen bewertunG: Bodenlattung fehlen und teilweise verottet, darunter liegende Deckenbalken sind verottet. fOtO nr. neGatiV nr. dateicOde: (Optional) fOtOGraf / datuM: Gruppe 2 JakobBrockmans Ground Level Room 022-024 Level 2, Room 210 Level 3, Room 308 Level 3, Room 311Level 3, Room 021 Level 2, Room 210 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

In some areas the ceilings are in a good condition. In other areas the ceilings are cracked and covered with plaster. The sprinkler system is corroded. Further inspection and structural tests are required. An immediate solution is to reinforce the cracks with structural epoxy resin. On top of the ceiling a new structural mesh with a new screed is required. Fotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur 117 JakobBrockmansJakobBrockmans 5A) PM 19 (BA IA) Gebäudeklimatik und Energie bildunterschrift: erfasser Gruppe: Gruppe 10 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. / kapitel / seite: lOkalisierun ereich: bearbeitunGszeitrauM: ewertuntaGe:GG: 4 6 MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie bildunterschrift: Lager Decke Detail Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Gruppe 10 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr / kapitel / seite: lOkalisierun theMa / kapitelübersicht / bereich: Fotodokumentation bearbeitunGszeitrauM: rauM nr : 104 eetaGe:G beschreibunG / anMerkunGen bewertunG: Wasserschaden und Sprinkleranlage mittig im Raum an der Decke 5 JakobBrockmans 5EnergieKleinen blatt nr. / kapitel / seite: blOkalisierunearbeitunGszeitrauM: 4 6 MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie bildunterschrift: Lager Decke Detail Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser Gruppe: Gruppe 10 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. / kapitel / seite: lOkalisierun theMa / kapitelübersicht / bereich: Fotodokumentation bearbeitunGszeitrauM: rauM nr. : 104 eetaGe:G beschreibunG / anMerkunGen / bewertunG: Wasserschaden und Sprinkleranlage mittig im Raum an der Decke fOtO nr / neGatiV nr. / dateicOde: (Optional) fOtOGraf / datuM: L. Warnken /25.09.2020 5 JakobBrockmans A2 | Analysis of Building Condition - Ceilings - Concrete 5th Floor, Room 501Ground Floor, Room 004Ground Floor, Room 004 Basement, Room K005 Basement, Room K001 Ground Floor, Room 004 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A2 | Analysis of Building Condition - Roofs Roof: Upper membrane is degraded and must be replaced in some areas. Further inspection is required. The safe removal of all the existing membrane and the installation of a new one is recommended,they were most likely installed at the same time and degrade similarly. Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Roof: Most of the roof structure is built with wood, which needs to be inspected and most likely replaced. The roof on room 501 is built with concrete and seems to be in good condition. In Some areas (Rooms 114-116 and 122-124) the roof is non existent and needs to be newly built.

Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarSemester BA Architektur Außenansicht Ost JakobBrockmans Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra Hellicar EWERTUNGTAGE:EG nicht(Optional)begehbar Brockmans ereich 17 MASSNAHME: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie OBJEKT: Alte 23966,UferwegMühle5Bad Kleinen VERFASSER / GRUPPE: Gruppe 5 AUFTRAGGEBER: Mühlenquartier Bad UferwegKleinen 5 BLATT NR. / KAPITEL / SEITE: LOKALISIERUNG: THEMA / KAPITELÜBERSICHT / BEREICH: Fotodokumentation Reinigung BEARBEITUNGSZEITRAUM: JakobBrockmansA2 | Analysis of Building Condition - Roofs Level 5, Room 501Level 4, Room 405Ground Floor, Rooms 022, 023, 024 Ground, Rooms 014-016 Ground Floor, Room 021 Level 3, Room 310 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

The upper layer for protection against water is deteriorated on all the roofs and must be replaced in order protect the structure.

Insulation: None of the roof structure have a thermal insulation layer, which translates to the loss of energy during cold months and heat absorbtion during summer.

Moisture damage (exterior and interior). Large areas of mold, specially at base and slabs encounters. Great areas of exposed brick; damaged plaster. To maintain the existing interior walls as they are because they offer a structural stability, but to dry, treat and polish them and seal them to maintain the Semester BA Architektur Maschinenraum/Hinterraum (Podest) provisorisch repariert, in Ecke Feuchteschaden (, Moos JakobBrockmans Fotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur BILDUNTERSCHRIFT: Maschinenraum0.ETAGE:EG NMERKUNGEN / BEWERTUNG: Schacht zu Raum 124, aufsteigende Feuchtigkeit . DATEICODE: (Optional) 11_Maschinenraum (20).JPG FOTOGRAF / DATUM: Franz Kotte JakobBrockmans Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra Hellicar ATEICODEEWERTUNGTAGEEG:(Optional) (7).JPG Brockmans (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie BILDUNTERSCHRIFT: Blick in nordwestlicher Richtung in Raum 405 VERFASSER / GRUPPE Gruppe 3 AUFTRAGGEBER 23966,UferwegMühlenquartierBadKleinen5BadKleinen BLATT NR. / KAPITEL / S LOKALISIERUNG EREICH: Reinigung BEARBEITUNGSZEITRAUM 4.ETAGEOG / BEWERTUNG: fehlende Behälter sowie zahlreich kleinere Ö nungslöcher, alte Maschinen und Rohre noch vorhan Wänden ATEICODE: (Optional) FOTOGRAF / DATUM: 16 3 BILDUNTERSCHRIFT Uferweg 5 Kleinen RAUM NR ETAGE: historische Maschinen und Rohre noch vorhanden, fehlende Dielen (nicht abgesperrt), Feuchteschäden an Wänden, Fußbo FOTO NR. / NEGATIV NR / DATEICODE (Optional) FOTOGRAF / DATUM JakobBrockmans 2Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Alte 23966,UferwegMühle5Bad Kleinen Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Fotodokumentation Brockmans A2 | Analysis of Building Condition - Interior Walls Ground Floor, Room 027Level 4, Room 405 Ground Floor, Room 019 Ground Floor, Room 022-023 Ground Floor, Room 021 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Further analysis is required, based on the information gathered from the images, the interior walls are load-bearing. - The plaster and paint is degraded in most walls and must be removed. It is not clear if the paint used contains harmful chemicals. Solution: To maintain the existing interior walls as they are because they offer a structural stability, but to polish them and seal them to maintain the “Used and industrial aspect” Semester BA Architektur JakobBrockmans Fotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur Bildunterschrift:. : 3.etaGe:OG BunG / anMerkunGen / BewertunG: . neGatiV nr. dateicOde: (Optional) fOtOGraf datuM: Bodenschäden und Maschinen aus Bestand B MaschinellBodenschädenbedingte Bodenschäden Maschinen können aufgearbeitet werden uns ins hauseigenePaulMuseumMieth, 25.09.20 JakobBrockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur 21 Maschinenraum, Blick Richtung Außentür Ost Putz abgeplatzt, verschiedene Farbschichten sichtbar, Boden unregelmäßig, teilweise Fliesen heraus gebrochen JakobBrockmans 17A) PM 19 (BA IA) Gebäudeklimatik und Energie erfasser / Gruppe: Gruppe 8 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr. / kapitel seite: lOkalisierunG: ereich: Speicherboden / Alte Silos bearbeitunGszeitrauM: bildunterschrift: Marode Ecken im Bodenbelag des Obergeschosses taGe: OG ewertunG: Feuchtigkeit/TragfähigkeitBodenbelagprüfen de: (Optional) fOtOGraf datuM: Brockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarSemester BA Architektur 81 Blatt nr. kapitel / seite: BlOkalisierunG:earBeitunGszeitrauM: 25.09.20 - 15.10.20 10 : MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Bildunterschrift: OBjekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Gruppe 7 auftraGGeBer: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Blatt nr. kapitel / seite: lOkalisierunG: theMa / kapitelüBersicht / Bereich: Fotodokumentation BearBeitunGszeitrauM: 25.09.20 - 15.10.20 rauM nr : 310 etaGe:4.OG BeschreiBunG / anMerkunGen / BewertunG: fOtO nr. / neGatiV nr. / dateicOde: (Optional) fOtOGraf / datuM: Zustand Boden 11 B : B Starke Wasserschäden an Holz und Mauerwerk Foto Nr.03 ist die Ansicht von unten 12 Paul Mieth, 25.09.20 JakobBrockmans Level 3, Room 310Level 1, Room 104 Ground, Room 021 Level 3, Room 310 Level 3, Room 310 A2 | Analysis of Building Condition - Interior Walls 1PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Kleinen Gruppe 6 Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Fotodokumentation Blick auf Löcher im Boden, Schimmelbefall abgegrenzt zur Sicherheit, Bodenbelag nicht vorhanden oder stark beschädigt an einigen Stellen, Putzschicht der Wand nicht und Schimmelbefall an mehreren Stellen eindeutig zu erkennen Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Blick auf Deckendurchbrüche, beschädigte Putzschicht Alte 23966,UferwegMühle5Bad Kleinen Mustergruppe Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen FotodokumentationMehrereDeckendurchbrüche im Boden zu erkennen, die nicht abgedeckt sind Restbestände damaliger Technikanlagen noch im Deckenbereich, lose Kabel und alte Sprinkleranlage eben so im Deckenbereich JakobBrockmans Level 1, Room 110 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

JakobBrockmans MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Bildunterschrift: OBjekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser Gruppe: Gruppe 7 auftraGGeBer: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Blatt nr / kapitel seite: lOkalisierunG: theMa / kapitelüBersicht / Bereich: Fotodokumentation BearBeitunGszeitrauM: 25.09.20 - 15.10.20 rauM nr. : 310 4.etaGe:OG BeschreiBunG anMerkunGen / BewertunG: fOtO nr. / neGatiV nr. / dateicOde: (Optional) fOtOGraf datuM: Gesamteindruck 8 t B : B abgesicherter Bereich (Feuchteschäden im Boden) Akute Schäden am Dach leichte Oxidation an Stahlträgern 8 Paul Mieth, 28.09.20 MassnahMe: Bauaufnahme PM OBjekt: Alte 23966,UferwegMühle5Bad Kleinen theMa Fotodokumentation rauM nr. : 310 atianMerkunVnBodenschäden durch 9 JakobBrockmans Fotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur122 MassnahMe: Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie bildunterschrift: Objekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser Gruppe: Gruppe 10 auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr kapitel / seite lOkalisierun theMa kapitelübersicht bereich Fotodokumentation bearbeitunGszeitrauM rauM nr. : 104 eetaGe:G beschreibunG anMerkunGen bewertunG: Wasserschaden an der Decke fOtO nr. neGatiV nr dateicOde: (Optional) fOtOGraf datuM: P. Jünemann /25.09.2020 JakobDistribution Pipes + Metal Support System Water SprinklersDistribution PipesFire Escape Ladder Staircase Levels 0-5 Metal Ducts Machines Machines Staircase: Although the staircase is not a technical equipment, it can be replaced as such. It presents cracks and deterioration. Fire Escape Ladder: Most likely outdated. A new fire protection concept must be developed for the new volumes. Metal Ducts, Distribution Pipes + Machines: Some can be kept for the museum, the rest can be savaged. Water Sprinkler System: Partially corroded and must be replaced with an updated system that matches the new fire protection plan. Materials can be savaged. A2 | Analysis of Building Condition - Technical Equipment Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Boden

Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur 4. OG Löcher im Boden durch fehlende Behälter sowie zahlreich kleinere Ö nungslöcher, alte Maschinen und Rohre noch vorhan den, Feuchteschäden an DIASERVER/Architektur/Studenten/BA2019/00Wänden Fotos Bad Kleinen historische Maschinen und Rohre noch vorhanden, fehlende Dielen (nicht abgesperrt), Feuchteschäden an Wänden, Fußbo JakobBrockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarFotodokumentation | Alte Mühle Bad Kleinen | 3. Semester BA Architektur ILDUNTERSCHRIFT Blick in nordwestlicher Richtung in Raum 405 Löcher im Boden durch fehlende Behälter sowie zahlreich kleinere Ö Linnea Nickel 25.09.2020 historische Maschinen und Rohre noch vorhanden, fehlende Dielen (nicht abgesperrt), Feuchteschäden an Wänden, Fußbo DIASERVER/Architektur/Studenten/BA2019/00 Fotos Bad Kleinen JakobBrockmans Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra Hellicar Brockmans OBBILDUNTERSCHRIFTRAUM NR. : 501 5ETAGE:OG BESCHREIBUNG / ANMERKUNGEN / BEWERTUNG: teilweise auf wackligen Dielen begehbar, runde Ö ungen 6PM 19 (BA IA) Gebäudeklimatik und Energie bildunterschrift: Feuerleiter erfasser / Gruppe: auftraGGeber: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen blatt nr / kapitel seite: lOkalisierunG: : bearbeitunGszeitrauM:Ws20/21 4.OGGe:ertunG: ausgetauscht werden, da diese von Feuchte befallen sind. : (Optional) fOtOGraf / datuM: Laura Johannsen / 05.10.2020 ereichchmidtchneiderJakobBrockmans Prof. Martin Wollensak | Dipl. Ing. Lucia Oberfrancova | BA Philipp Richter | BA Kassandra HellicarKleinen | 3. Semester BA Architektur 77 6Gebäudeklimatik und Energie uftraildunterschriftGGeBer: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Blatt nr kapitel seite: lOkalisierunGBearBeitunGszeitrauM: 25.09.20 - 15.10.20 OGraf datuM: Bodenschäden und Maschinen aus Bestand : MuseumMieth, 25.09.20 7 MassnahMe Bauaufnahme PM 13 (BA A) PM 19 (BA IA) Gebäudeklimatik und Energie Bildunterschrift: OBjekt: Alte 23966,UferwegMühle5Bad Kleinen Verfasser / Gruppe: Gruppe 7 auftraGGeBer: Mühlenquartier Bad Kleinen Uferweg 5 23966, Bad Kleinen Blatt nr. kapitel / seite lOkalisierunG: theMa kapitelüBersicht / Bereich: Fotodokumentation BearBeitunGszeitrauM 25.09.20 - 15.10.20 rauM nr 405 3.etaGe:OG

BeschreiBunG / anMerkunGen BewertunG: fOtO nr neGatiV nr dateicOde: (Optional) fOtOGraf / datuM Tür auf der nordöstlichen Seite B B und Deckenschäden durch regelmäßigen Regeneinfall stark beschädigte Tür Maschinen können aufgearbeitet werden uns ins hauseigene Museum 7 Paul Mieth, 25.09.20

Große

According to the plans, and images, the central array of steel beams are type “I” and have a dimension of about 260mm x 260mm

Problems: - Many wood components are rotten or broken. Most of the wood must have been installed during a similar period and means that it’s structural properties might be compromised.

- Deteriorated plaster - Deteriorated paint - Perforated by technical equipment

Exterior Walls

Based on the plans, the foundations undreneath the walls follow the same structure and dimensions. The foundations underneath the steel columns vary in dimension from 900mm x 900mm to 700mm x 700mm. According to the images it looks like the foundations are made with the same clay brick material.

A2 | Analysis of Building Condition - Summary Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

The walls are fully built with clay-bricks with a layer of clay plaster in the interior. Based on the plans, there are two main walll thicknesses: 540mm and 740mm.

Problems: - Not Thermally insulated (U-Values at 1.00 and 0.77 W/(m2K) -respectively.Notsealed (water proofed) - Decaying appearance - Existing mold Foundations

Interior Walls The interior walls are also load bearing and are built following the same princi ple and dimensions of the outer walls.

16.25 UK Dachhaus Holz Holz +10.25 +6.75 +3.30 ±0.00= 51.65m ü.HN -3.50 Fund. -0.30 -3.33-3.33 OK Dachhaut UK Decke Schalt- schrank Hohlraum Tank Fundament -1.10 ±0.00 OK 6.25Dachfirst HolzHolzHolzHolz Stahl Holz Holz Stahl Fund.Fund. +3.70 1. 2. 1. 2. 3.3. 4.4. -1.-1.-1. 71 24 76 24 145 170 150 190 155 188 137 205 70 600 3 347 3 342 7 323 1625 5 75 150 120 350 10510 25 25 28 25 203 20 80 298 102 184 1561 68 135 20 110 22 330 92 8 173 203 130 625 132 Roof From the gathered images, most of the roofs are mainly built with a wooden sub-structure. The membrane above is not defined. Problems: - Upper membrane is damaged and deteriorated. - Wood structure requires further analysis. - Not thermally insulated/ vapour barrier. Technical Problems: Assuming that requires complete renovation - Deteriorated water sprinklers (fire protection). - Sanitary installation not defined (only room 018 on the ground floor?) - Electric installation no defined. Floor Slabs/ Ceilings

- Exposed structure with no fire protection

Problems: - Some corners present fungus (lack of heating system).

Problems: require further structural analysis. (out of scope)

Windows According to the plans there are 4 types of windows, where the most common are installed throughout the 2nd. to the 4th. level and have a dimension of 900mm x 1900mm.

Problems: - Most windows are broken - Windows are out-dated - Do not comply with regulations

Problems: -require further structural analysis. (out of scope) - visible corrosion - not protected against fire - not sealed/ corrosion protection

Steel Beams

The floor slabs are a wooden structure com posed of wooden beams that are approx. 200mm x 200mm and 500mm apart from one another. On top of the beams there are wooden planks. The wooden structure of the slabs are supported by steel beams in the center and anchored to the walls on the perimeter.

A3 | Analysis of Problems and Potential Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A3 | Analysis of Problems - Lifespan Lifespan of Materials Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A3 | Analysis of Problems - Hazardous Materials Hazardous Materials Benzene + Formaldehyde in particle boards LeadAsbestos+Copper joint Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

pipes

Exterior Walls - Already surpased the 100 year lifespan - Structural integrity requires further assesment - Might no longer be fit to be load bearing - Needs thermal insulation Foundations - Concrete foundation surpassed the 100 year lifespan and requires further structural analysis. (Out of scope).

and

load bearing.

Interior Walls - Brick walls already surpased the 100 year lifespan, might no longer be fit to be a load bearing structure.

respectively. -

The entire building is older than 100 years and decaying.

All its components have surpassed their respective lifespan and must be managed accordingly. The exterior walls can be preserved for its historical and cultural value and the interior walls can be preserved to add more stability to the exterior walls as a whole structure. The rest of the building should be replaced/ demolished and disposed of properly. This will require a waste management plan where some components can be sold.

the

Technical - Electric circuits have surpassed the 30 year lifespan and some conduits might contain installations already surpassed a 50 year lifespan and must be replaced. Some might be joined already surpassed 60 80 lifespan Might no longer be fit for

Summary of problems

-lead.Allsanitary

Steel Beams - Already surpassed the 100 year lifespan

year

A3 | Analysis of Problems - Summary 16.25 UK Dachhaus Holz Holz +10.25 +6.75 +3.30 ±0.00= 51.65m ü.HN -3.50 Fund. -0.30 -3.33-3.33 OK Dachhaut UK Decke Schalt- schrank Hohlraum Tank Fundament -1.10 ±0.00 OK 6.25Dachfirst HolzHolzHolzHolz Stahl Holz Holz Stahl Fund.Fund. +3.70 1. 2. 1. 2. 3.3. 4.4. -1.-1.-1. 71 24 76 24 145 170 150 190 155 188 137 205 70 600 3 347 3 342 7 323 1625 5 75 150 120 350 10510 25 25 28 25 203 20 80 298 102 184 1561 68 135 20 110 22 330 92 8 173 203 130 625 132 Roof - The steel and the wooden substructure have surparssed their 50 and 60 year lifespan, and need to be replaced.

with lead joints Floor Slabs/ Ceilings - Wooden beams and floors

Windows + Doors - Steel window frames and glass panels already surpased the 40 year life span. - Possibly contain PCB as sealants which is a hazardous material.

- Potential to install new, energy efficient windows while using sustainable materials.

- The wooden and steel roofs must be therefore, a new roofing structure be proposed, considering the usage and new technologies.

Most structural components and materials must be replaced because they have surpassed their usable lifespan and now must be discarded properly.

- Potential to develop a whole new interior structure that is partially independent from the exterior structure/ façade.

- The wooden and steel structures can be re-cy cled, down-cycled or fed to the biological and technical cycles respectively.

the

can

- Potential to replace the entire inner subs-structure with a new and more efficient structure.

Windows + Doors - Discarded materials have the potential to feed the industrial / Technical cycle. - Untreated wood can feed the biological cycle.

Exterior Walls - Can be restored and maintained to protect the cultural heritage and minimize the carbon impact of a new façade.

and

- Can be kept for space separation in the interior and in some areas they can be updated as firewalls.

-Can be downcycled or re-cycled (Feed the technical cycle).

Foundations - There is a potential to reinforce the foundations if required.

- Restoring the interior walls, reduce the impact of extra CO2 emissions on production.

Steel Beams - Potential to be reused on non-bearing structures or interior design.

Summary of Potential - Materials

- Opportunity to make the walls energy efficient, also applicable for a state subsidized program if desired energy levels are achieved.

This is an opportunity to refurbish the building in its entirety with a sustainable approach which includes sustainable materials and techniques.

- Potential to install the latest technology on air supply systems. Floor Slabs/ Ceilings

can

down-cycled

replaced,

- Although the restoration is more costly, the building is under monumental protection, which is applicable for the restoration program from the state and therefore the costs are subsidized.

cycles respectively.

Technical - Potential to install the latest techonolgy of electrical and lighting equipment.

Interior Walls - Can be kept for the structual integrity of the façade.

A3 | Analysis of Potentials - Materials 16.25 UK Dachhaus Holz Holz +10.25 +6.75 +3.30 ±0.00= 51.65m ü.HN -3.50 Fund. -0.30 -3.33-3.33 OK Dachhaut UK Decke Schalt- schrank Hohlraum Tank Fundament -1.10 ±0.00 OK 6.25Dachfirst HolzHolzHolzHolz Stahl Holz Holz Stahl Fund.Fund. +3.70 1. 2. 1. 2. 3.3. 4.4. -1.-1.-1. 71 24 76 24 145 170 150 190 155 188 137 205 70 600 3 347 3 342 7 323 1625 5 75 150 120 350 10510 25 25 28 25 203 20 80 298 102 184 1561 68 135 20 110 22 330 92 8 173 203 130 625 132

fed

Roof - The wooden and steel structures be re-cycled, or to biological technical

- Potential to install the latest technology on sanitary equipment.

D C D FEC FE HG HG Maschine (3,20) (2,12) -0,80 Maschine Nr.17 Ø1800 Speicher Elevator Absackdie 1. Etage durchgehend Ø1800 Speicher Rampe Fe (3,27) ±0,00 (3,20) SpeicherSpeicher Maschine -1,84 Ofen Ofen Rauchzüge Speicher 2400 Speicher Speicher 0,04 Laufsteg SpeicherSpeicher 1,04 Etage durchgehend Speicher Speicher Speicher Speicher Speicher +0,04 Rauchzüge (5,80) -1,84 SpeicherSpeicher SpeicherSpeicher Bretterwand Speicher Speicher ±0,00 Kohlenbunker (5,80) Fe 1,84 Speicher Speicher Speicher Speicher Speicher Speicher Wasser(5,80) ±0,00 0,5 8,6 0,5 4 0,7 14,8 0,7 8,4 0,7 19,4 0,5 15,4 0,8 29,2 9,7 19,4 16,7 74,9 18,6 41,1 15,1 74,9 1,3 0,5 15,5 0,5 7,7 0,3 1,2 0,8 14,1 0,7 1,5 0,4 6,5 0,4 0,1 0,3 18 0,7 4,3 0,6 11,3 0,3 2 0,4 21,5 0,4 14,5 0,7 8,7 0,7 5,8 9,6 0,5 5,3 11,5 0,7 3,9 0,4 6,5 -1 1. 2. 3. 4. 5. 5. 4. 3. 2. 1. -1. +20,40 UK Dachhaut +13,90 +10,25 +6,75 +3,30 +0,00 -3,50 +13,25 +10,25 +6,75 +3,30 0=51,64m HN -3,50-3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +13,25 +17,32 +20,82 -3,50 Anschluß Blatt 8 Speicher Speicher Speicher Beton Holz Holz Stahl Stahl Stahl Stahl StahlStahlStahlStahl 6,10 3,62 3,47 3,42 3,20 4,00 +17,46 UK Dachfirst 3,30 ±0,00 -3,50 ±0,00 ±0,00 51,65 ü HN DachhautUK3740 TrägerUK3310 Betonpfeiler Betonpfeiler Betonpfeiler Betonpfeiler Betonpfeiler +20,82 Speicher Speicher Speicher Speicher -1654321 6 5 4 3 2 1 -1 4. 3. 2. 1. -1. 4. 3. 2. 1. -1. -3,45 -3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +16,75 UK Dachhaut +15,87 +10,25 +6,75 +3,30 ±0=51,65m ü.HN -3,50 HolzStahlStahlStahlStahl HolzHolzHolzHolzHolzHolz Holz -17 0 17 34 51 390 190 160 190 151 190 129 205 70 350 650 347 342 320 345 22 130 22 388 25 25 600 25 322 342 25 323 5 25 345 Analysis of Potentials - Layout The building layout offers the biggest potential for the project. Previously an industrial facility, the structure of the building offers many qualities that can be very useful the today’s and future parameter. A) The building is already divided into 6 blocks: - Easier to separate building, restoration and maintenance stages (present and future). - Easier to develop a fire protection concept. - Easier for interior comfort concepts (acoustics, thermal, air supply and demand, energy and sani tary). B) The blocks consist of open-space floor plans: - Offer large open areas that can be adapted to most uses. - Some areas are vertically undivided, which offers the volume for vertical insrtallations. - The vertically divided areas can also opened and connected. Vertically Open Areas Vertical Mobility Open Plan Spaces Open Layout/Top Floors A3 | Analysis of Potentials - Layout Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

2) What steps must be taken? preservation, demolition, re-structuring, modernization, extension or reduction? No single measure will be the right one on it’s own. To properly achieve the desired goals, a mix of steps must be made. To preserve as much as possible, demolition, re-structuring, modernization must be made. An extension or reduction might be possible if it will contribute a noticeable improvement.

Achitectural Position

If we were to consider a lifetime component appraisal, we would have to demolish the entire building. However, besides lifetime expectancy of building parts and technical evaluations, we have a holistic scenario to take into consideration: heritage values, resources saving, building stock reuse, resignification of a building, flexibility of spaces, valuable location.

2) On the ecological department, refurbishing the building means that as many com ponents as possible will be preserved, greatly reducing extraction, production, transportation and installation costs and CO2 production for each individual component that is saved or restored. On that aspect, the refurbishment will extend the lifespan of the building and thus making it eco-friendly with the environment.

The Old Mill building fabric is already a historic building, under heritage protection, this status already sets a potential to be an attractive location and become a landmark in the region.

1) Is it worth it to refurbish the building? if yes, why is it worth it?

1) It is true that most refurbishment projects end up being more expensive than a newly built structure. This project has the peculiarity that it is labelled under the Denkmalschutz legislation (Monumental Protection) in Germany, which also receive financial benefits in order to be preserved and receive subsidized taxes later on.

Refurbishment Project

A4 | Definition of Architectural Position

To make a proper intervention it is important to ask the following questions.

Another important financial aspect is that besides being a momument, if the refurbishment plan reaches the Energetic requirements of the federal state, there are also extra financial benefits.

Building Potential - General

The Mill is a large building, with its main structure and main elements preserved. It presents open large rooms, which makes it flexible for a new use. Therefore, it is suitable and promising for conversion.

Based on the following facts, refurbishing this project is the ideal step to take.

To decide if refurbishment is the right approach for a given project or if its the more sustainable decision, there are some other questions to be asked, like a) the cost effectiveness of the project, b) the ecological component of it and c) what is the social impact of the decision taken?

It is set on a privileged location. Potential to be well linked to existing key locations and reachable. The site is open and offered extensions possibilities. Open spaces. |

3) The social aspect will allso benefit from a refurbishment approach. The building has been a part of Bad-Kleinen for around 100 years now, which makes it part of its history and its identity. As mentioned, the building is under Monumental Protection.

Bricks, in the vast majority, are in decent shape. It is a spirit characteristic of the building, defining an attractive aesthetics, which is a potential for a high-quality result in design.

30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

- Technology: Electrical and Sanitary equipment must be newly installed. |

- Façade: Modernizing the façade with new windows will improve the indoor quality, the sustainability and the energy efficiency.

Refurbishment Project

30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Extension: The need for an extension will be deter mined during the design phase.

The safe removal or demolition of all the wooden and steel sub structures, like interior columns, beams, ceilings, floors and roof structure. These elements might not be structurally sound and are past beyond the lifespan defined by the BNB of the Bundesministeri um des Innern, für Bau und Heimat.

- Façade: although it is past its lifespan, It is worth to keep and restore the façade because of the cultural (historical) aspect it offers. The lifes pan refers to its structural load bearing properties, further assesment is required. Nonetheless, the façade does not have to be load bearing and it still offers protection from the exposure to the natural elements.

- Roof: New roofs with thermal insulation and other energy solutions are -needed.Mobility: New staircases and the installation of elevators are needed to improve the mobility and make it accessible for everyone.

Waste Management: Making a waste man agement plan before the safe disposal of all the generated construction and demolition waste. In the scope of this work, a list of mate rials and proper disposal will be generated.

Preservation + Restoration:

Reorganization: Reorganization of the layout will be made and adapted to the new usages of the building.

Modernization:

Definition the analysis the building conditions, potential found, the following

A5 | Definition of Demolition/ActionsRemoval:

of Actions to take Based on

the problems and

Other elements that are past the lifespan are the windows, electrical and sanitary installations.

steps must be taken:

- Interior Structure: Modernizing the interior structure with new columns, beams, ceilings and floors will extend the usability of the interior space.

B0 | Architectural Intervention

Introduction In this specific refurbish ment project, the goals were drawn from the urban design. It´s important to understand that the Mill in study is valuable not just because of its regional historic value, but because its role within the district: to attract economic growth, to have a social encouraging quality and to be an ecological response for present generations. This refurbishment project, as an exercise, is an opportunity to reflect how much design decisions affects our living environment, sets a building to fail or success, and influence society for new thinking, new standards. As an architect, we search for solutions that actual will persist in time and not just for a temporary result that will soon be replaced. What we expect from this present design is an ecological refurbishment result that will last and inspire new thinking towards our responsibility to change towards a sustainable society.

Project

Refurbishment Project | 30.07.2021 Specialisation Refurbishment Wollbrink

New Purpose of the building: Based on the requirements of the urban plan, the building should be a mixed use facility that is partially of public use and partially private use, while at the same time integrating itself into the urban fabric. Offering facilities for basic utilities would be recommended.

Energy Efficiency: Improve the energy efficiency by improving the building envelope Propose an energy efficient heating system Propose a localized energy production concept Propose an energy efficient lighting concept

The main goal of the project is to refurbish a historical building in a sustainable way, using sustainable building methods, materials and technologies.

Professor: Anke

Water Efficiency: - Develop a concept for water management Propose sanitary fixtures that save water consumption

Considerations: After the preparation of the space program and before proceeding with the architectural design it is important to understand the basic parameters for the interior space of a sustainable project, some of which are listed below:

Section:

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Comfort and Health: Adapt and make the building barrier free Adapting the layout of the building to the new usages Propose a concept to improve accourstics Improve indoor air quality Selection of ecological materials that dont affect the health of users.

B1 | Project Goals Goals

To achieve this goal and extend the lifespan of the building, a new purpose should also be proposed while taking other parameters like energy, water management and comfort into account in order to develop a project that is economi cal, ecological and social.

CONCEPT URBAN DESIGN MIXED FUNCTION MILL VILLAGE QUARTER ESSENTIAL QUALITIES NEW CONNECTIONS: CENTRAL STATION / CITY CENTER WATERFRONT / HERITAGE SITE LINEAR PUBLIC PARK: GREEN NOISE BARRIER CORRIDOR NODS OF PUBLIC INTEREST ALONG THE WAY HERITAGE SITE (LANDMARK): EDUCATIONAL HUB COWORKING HUB ECO STATION VERTICAL FARMING LOCAL FOOD PRODUCTION DECENTRALIZED MOBILITY HUBS ZERO MOBILITY EMISSION CLEAN MATTERENERGYCYCLES PRESERVATION The urban concept is centered on a VILLAGE QUARTER district that integrates people with environment, preserve local heritage, offers private use, and encourage public interaction. The district is intended to offer local economic conditions for growth, for learning and for affordable living. Resignification and revitalization of a forgotten site is an especial aspect of this vision. B2 | Concept for Urban Design Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design URBAN SWOTTOPICSANALYSIS STRENGTHS WEAKNESS OPPORTUNITIES THREATS URBAN FEATURES PROXIMITY TO WATER PROXIMITY TO STATION FAVORABLE TOPOGRAPHY PROXIMITY TO IMPORTANT CITIES HIGH PROXIMITY RAILROAD SITE OBSTRUCTED BY THE RAILROAD FROM LOCAL CITY CENTER INCREASE CONNECTION TO OTHER SIDE OF THE CITY CREATION OF A GREEN CORRIDOR CONCEPT, CONVERT EMPTY AREAS INTO ACTIVE GREEN SPACES (VEGETABLE GARDENS, PARKS…) URBAN REVITALIZATION OF AN ABANDONED AREA HIGH COSTS OF NEW QUARTERS NATURALDEVELOPMENTRESOURCES DEMAND FOR DEVELOPMENTCONSTRUCTION HERITAGEARCHITECTURE/EXISTINGBUILDING LOCAL AESTHETICSHISTORICHERITAGEIDENTITY BUILDING DECAY STAGE LACK OF /SPACESINFLEXIBLEACCESSIBILITYSTRUCTURES RESIGNIFICATION OF THE BUILDING BUILDINGCONSERVATIONLIFETIMEEXTENSIONEXISTENCEOFBUILDINGOFEXISTINGSTOCK BUILDING STOCK LARGE SCALE NEED FOR SKILLED WORKERS HIGH-COST RECOVERY LACK OF INVESTMENT HIGH COST TO RECOVER EXISTING BUILDING STRUCTURE AGRICULTUREGARDENING/URBANURBAN AVAILABLE ECONOMYENRICHMENTSPACESOFLOCAL COMMITMENT TO A LOCAL COMPETITIVEPRODUCTION PRICES FROM REGULAR MARKET (REGULAR PRODUCTION CHAIN) TO HAVE FRESH FOOD HEALTHIER CONSUMER HABITS TO DEVELOP TECHNOLOGIESNEWFOR URBAN FARMING, AWARENESSTOAGRICULTUREVERTICALDEVELOPAPROSUMER LACK OF PRODUCTIONLACKUNCOMMITTEDPRODUCERSINTERESTEDCOMMUNITYOFINVESTMENTSINNEWCONCEPTS ARCHITECTURE AND LANDSCAPE LANDSCAPE IS SUITABLE FOR LEISURE, CULTURAL SPACES, HOUSING, FOOD SERVICES, LOCAL COMMERCE NEW RESOURCES USAGE CREATION OF NEW PUBLIC SPACES, MIXED VALUE: PRIVATE AND PUBLIC, STREET ACTIVITY CREATIONNODS OF HIGH-QUALITY OPEN SPACES, NEW LIVING AREAS, LACK OF REAL STATE INTEREST INEXISTENT MARKET/DEMANDFINANCIAL Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design TOPICS STRENGTHS WEAKNESS OPPORTUNITIES THREATS VALUEECONOMY/ADDEDLOCAL RETAIL CIRCULARSCENICSAFEEDUCATIONALRESIDENTIALSPACESUNITSHUBQUARTIERSITEECONOMY COMPETITIVE MARKET FROM STRONGER ECONOMICAL REFERENCE CENTERS (SUCH AS BIGGER CITIES) NEW BUSINESS SPACES START UP CHANCES SHARED MAINTENANCE COSTS NEW SHAREDHOUSINGAND PRIVATE OWNERSHIP LACK OF INVESTORS LACK OF CIRCULAR ECONOMY TO SUPPORT THE DEVELOPMENT SOCIAL CITY EQUITY RESIDENCE OPEN SPACES – PUBLIC USE AFFORDABLE HOUSING PUBLIC USE TO LOCAL RESIDENTS STAKEHOLDERS PARTICIPATION BALANCE OF DIFFERENT NEEDS FOR A DIVERSE COMMUNITY INCREASE EDUCATIONAL PARTNERSHIP, CULTURAL STRENGTHENSPACES, OF SMALL-TOWN CONNECTIONS, TO IMPROVE LIFE COMMUNITYQUALITY DECLINE LOCALPREVENTIONJOBS FOR COMMUNITY LACK OF ACTIVE POPULATION LACK(ATTRACT) OF COMMUNITY UNACCEPTANCEENGAGEMENT OF LOCAL COMMUNITY MOBILITY WALKABLE DISTANCES SUITABLE FOR BIKES FLAT SITE DESIRE FOR PRIVATE TRANSPORT INTEGRATION TO EXISTING CITY MOBILITY GRID MOBILITY START UP IMPROVE ACCESSIBILITY NOT TO ADAPT TO NEW TOOMOBILITYDISTANT FROM THE IDEA OF OWNING A PRIVATE CAR ENERGY BAD KLEINEN RENEWABLE CONSUMPTION IS 102% FROM RENEWABLE SOURCES TO HAVE A SELF SUFFICIENT ENERGY SUPPLY WITHIN THE TODEVELOPMENTMEETUPTO DATE ENERGY STANDARDS COST TO IMPLEMENT A SELFSUFFICIENT RENEWABLE ENERGY SUPPLY WATER THE SITE LIES BY A GREAT WATERBODY (THE SCHWERIN LAKE), WITHIN WALKING DISTANCE SITE NARROW AREAS SITE FLATNESS TO USE SOME FLAT AREAS FOR STORM WATER STORAGE, WITH GREEN AREAS. PROXIMITY TO RAILWAY SYSTEM SITE FLOOD PROBABILITY Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Concept for Urban Design - Option 1 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design MASTER PLAN CONCEPT Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Coworking Hub GREEN NOISE BARRIER (GRAMM) belgord, worldlandscapearchitect.com/korea uktus GOODS LINE -SIDNEY CARROUSEL SYSTEM VERTICAL HARVESTBRIDGEBIKE/PEDESTRIANSYSTEMS STREET MARKET/LOCAL PRODUCERS RETAIL SPACES FOR EDUCATION FOOD HALL Walking, running trails. Nods of interest HEALTH CLINIC BRIDGEBIKE/PEDESTRIANFROMSTATION B2 | Concept for Urban Design Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Concept for Urban Design - Option 2 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design - Option 2 ProjectRefurbishment Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design - Option 2 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B2 | Concept for Urban Design - Option 2 (Moodboard) Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Architectural Concept - Concept 1 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B3 | Architectural Concept - Concept 1 Concept 1 New Purpose of the building: Based on the requirements of the urban plan, the building should be a mixed use facility that is partially of public use and partially private use, while at the same time integrating itself into the urban fabric. Offering facilities for basic utilities would be recommended. Therefore the follow ing spaces will be proposed: a) Supermarket (Selling locally produced crops) b) Restaurants + Cafes (Using crops produced in the building) c) Food Stalls d) Crop Production e) Office spaces + Conference Rooms (co-working spaces, shared spaces). f) Boutique Hotel g) Fitness Studio and Wellness Space h) Rooftop RefurbishmentloungeProject | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Architectural Concept - Concept 2 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

replacement, building components replacement. Building envelope upgrade to meet current standards. Structure replacement and addition. Roof’s replacement.

Heritage galleries: Galleries dedicated to telling the history of the building, to show some machines and equipment from the old Mill. Education Hub Level: Flexible training rooms, conference rooms. The idea is to connect to the various educational institution and offer new possibilities of training. Boutique hotel Level: Visitors and for trainees in events. Roof top: Restaurant, garden, and green roof. Night function Technical and staff facilities. Building systems facilities.

Passive solutions: Natural ventilation. Daylight use. Component reuse.

This concept is based on a historic resignification of the Mill, restart of a new life cycle, and district revitalization. It intends to create an Educational Hub among a mixed function building. The concept, integrated with ecological measures, is looking for daytime and nighttime use, bringing local economic growth, encouraging social activities within the district. Spaces will remain open and flexible for future needs; the main existing layout of the building is kept along with major structures.

Refurbishment/Conversion:INTERVENTIONS

Refurbished Mill overview.

Refurbishment/Conversion:INTERVENTIONS

building systems replacement, building components replacement. Building envelope upgrade to meet current standards. Structure replacement and addition. Roof’s replacement. Deconstruction: partial areas only, the most damaged. It´s recommended to meet specific design decisions, like the more visible main entrance, a flow between distinct functions without compromising different operations within the building and safety concerns.

Commercial flexible area.: Rentable flexible spaces, equipped with technical solutions.

Auditorium: (Social events or for training purposes)

Lobby:PROGRAM:Central entrance with lifts, new sanitary facilities. Food Hall concept and maintenance, based on local food production) Commercial flexible area.: equipped with technical solutions. Auditorium: (Social events or for training purposes) Heritage galleries: history of the building, to show some machines and equipment from the old Mill.

Deconstruction: partial areas only, the most damaged. It´s recommended to meet specific design decisions, like the more visible main entrance, a flow between distinct functions without compromising different operations within the building and safety concerns.

Lobby:PROGRAM:Central entrance with lifts, new sanitary facilities. Food Hall concept and cafeterias (shared costs of maintenance, based on local food production)

Reutilization: Components reuse. Bricks, timber, and other materials, from the deconstruction in site, must be used as a reclaimed choice to restore different areas of the building. All reclaimed material can be used for aesthetics purposes and landscape design elements.

B3 | Architectural Concept - Concept 2 (Selected Variant) Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

CONCEPT 2: EDUCATIONAL HUB/MIXED FUNCTION

building systems

Restoration: Decayed elements that are meant to be kept, such as decayed bricks on the façade.

Decontamination: Elimination of any existent pollutant or hazardous substances.

Passive solutions: Space flexibility for future reuse. Natural ventilation. Daylight use. Component reuse.

Modernization: Thermal and sound insulation upgrade. New sanitary facilities. New interior finishes. Lift’s addition. New building systems. Window and doors replacement. Fire stairs addition.

Structure consideration: The idea of keeping existing structure, which is a premise of historical buildings, will require a detailed structural analysis. Based on the available documentation, it is not possible to precisely define which structural elements are possible to be kept and yet meet current safety standards. For that reason, it is presumed that new slabs, new structure elements are necessary, and structure is replaced as needed.

FIRST DEMOLITION ALTERNATIVE: PARTIAL REMOVAL OF VOLUMES SECOND DEMOLITION ALTERNATIVE: VOLUMES ARE MOST PRESERVED. REMOVAL OF CENTRAL VOLUME ONLY: OVEN AND CHIMNEY AREA (HIGH DAMAGED NOTED ON ANALYSIS) This heating house area was added later, after the original building construction. The chimney is not part of the original Mill´s design, it disrupts the building perception, it doesn´t feel proportional. SECOND DESIGN STUDY: ADDITIONS ARE NOT CONSIDERED. SPACE GAIN WILL BE ACHIEVED THROUGH ROOF GARDENS OR GREEN ROOFS POSSIBILITIES. DEFINITION OF CLEAR ENTRANCE REMAINS A GOAL. B4 | Architectural Concept - Initial Design Considerations Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Visitors and for trainees in events. Restaurant, garden, and green roof. Night function B4 | Architectural Concept - Space Program SECOND DESIGN STUDY: ADDITIONS ARE NOT CONSIDERED. SPACE GAIN WILL BE ACHIEVED THROUGH ROOF GARDENS OR GREEN ROOFS POSSIBILITIES. DEFINITION OF CLEAR ENTRANCE REMAINS A GOAL. Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

BASEMENT LEVEL -3,50 GROUND FLOOR LEVEL 0,00 ARCHITECTURAL CONCEPT: PRELIMINARY FLOOR PLANS GROUND FLOOR LEVEL 0,00: 1. ENTRY LOBBY 2. ELEVATOR LOBBY 3. RESTROOMS 4. EXISTING STAIRS (RESTORED) 5. FOOD HALLS 6. FOOD HALLS: DRINKS/SEATING 7. CAFÉ/COVERED TERRACE 8. COMMERCIAL SPACE 9. OPEN TERRACE 10. MULTI PURPOSE SPACE 11. MULTI PURPOSE SPACE 12. HALL/GALLERY 13. FIRE STAIRCASE 14. AUDITORIUM FOYER 15. AUDITORIUM 16. STAFF OFFICE BASEMENT LEVEL -3,50: 17. EVENT ROOM 18. I.T. ROOM 19. STORAGE 20. FOUNDATION VOID 21. ENERGY STORAGE 22. HALLWAY 23. WATER TANKS 24. BUILDING SYSTEMS (exclusive entrance) 25. AUDITORIUM (PARTIAL) 11 312 3 12 14 11 9 5 65 7 8 13 33 15 16 4432 3 181920 17 22 25 23 24 21 13 24 B4 | Architectural Concept - Preliminary Floor Plans Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

EDUCATIONAL HUB +6,75 EXHIBITION LEVEL +3,30 EXHIBITION LEVEL +3,30: 1. TECHNICAL STORAGE 2. ELEVATOR LOBBY 3. RESTROOMS 4. EXISTING STAIRS (RESTORED) 5. MILL HERITAGE GALLERIES 6. STAFF OFFICE 7. CAFÉ/FOOD HALL MEZZANINE EDUCATION HUB LEVEL +6,75: 8. FLEXIBLE CONFERENCE / TRAINING SPACE 9. 1 TO 4 PEOPLE MEETING BOOTHS 10. CATERING/CAFÉ 11. TRAINING SEMINARS 12. STAFF OFFICE/STORAGE 13. FIRE STAIRCASE 14. GALLERY MEZZANINE 7 7 55 65 2 33 4 1 11 2 33 4 813 12 14 9 10 12 10 8 B4 | Architectural Concept - Preliminary Floor Plans Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

EXHIBITION LEVEL +3,30: 1. HOTEL RECEPTION 2. ELEVATOR LOBBY 3. RESTROOMS 4. EXISTING STAIRS (RESTORED) 5. HOTEL ROOMS 6. STAFF OFFICE 7. LOUNGE 8. SHARED KITCHEN 9. LAUNDRY ROOM 10. WELLNESS/GYM EDUCATION HUB LEVEL +6,75: 11. RESTAURANT LOUNGE 12. COVERED GARDEN/SEATS 13. FIRE STAIRCASE 14. RESTAURANT 15. KITCHEN 16. GREEN ROOF 5 8 12 33 4 55 5 7 9 6 13 12 11 131514 16 15 ROOFTOP LEVEL +10,25 HOTEL LEVEL +10,25 B4 | Architectural Concept - Preliminary Floor Plans Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

New Roofs with -PV -Solarshinglesthermal Rooftop Garden - Passive lighting system - Passive ventilation system (Lamilux Glass Roof) Green Roof/ Garden - Thermal mass effect - Heat radiation absorption Green Roof/ Garden - Thermal mass effect - Heat radiation absorption Window IndependentBalconiesauditorium fire espace Rain -PercolationGarden:and infiltration systems. Atrium + Glass Roof - Daylight usage - Heat regulation Accesibility Lifted Terrace Bio-Swale Infiltration system Accesibility Building Envelope Retrofit: Passive lighting system with new operable passive windows. New Doors. Air tightness within assemblies. Interio insulation system. B4 | Architectural Concept - Preliminary Design Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

EXTERIOR FIRE ESCAPE GREEN NOISE BARRIER/ LANDSCAPE DESIGN GREEN SLOPE: INCREASE DAYLIGHT AND VENTILATION IN BASEMENT LEVEL. FIRE ESCAPE RAINWATER HARVESTING NEW ROOFS + THERMAL HEATING SYSTEM (IN ROOF SOLAR PAN NATURALWINDOWS/SHADINGOPERABLEVENTILATION OPEN TERRACE GREEN THERMALROOFMASS EFFECT HEAT RADIATION ABSORPTION/ SOLARTUBES® SHADINGWINDOWSRETROFIT:OPERABLEWINDOWSOPERABLE B4 | Architectural Concept - Preliminary Design Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Floor Plans 3 3 1 16 11 14 9 8 2 5 6 3 3 7 10 13 15 1212 19 2 18 23 24 20 20 17 25 22 21 GREEN SLOPE: INCREASE DAYLIGHT AND VENTILATION IN BASEMENT LEVEL THRU EXISTING OPENINGS. REPLACEMENT/RETROFITWINDOWS INDEPENDENT BUILDING SYSTEMS SERVICE EXIT 3 3 4 20 GROUND FLOOR LEVEL 0,00: 1. ENTRY LOBBY 2. ELEVATOR LOBBY 3. RESTROOMS 4. EXISTING STAIRS (RESTORED) 5. FOOD HALLS 6. FOOD HALLS: DRINKS/SEATING 7. CAFÉ/COVERED TERRACE 8. COMMERCIAL SPACE 9. OPEN TERRACE 10. MULTI PURPOSE SPACE 11. MULTI PURPOSE SPACE 12. HALL/GALLERY 13. FIRE STAIRCASE 14. AUDITORIUM FOYER 15. AUDITORIUM 16. STAFF OFFICE BASEMENT LEVEL-3,50 GROUND FLOOR LEVEL 0,00 REST.HOTELEDUC.HUBEXHIBITIONGROUNDBASEMENTBASEMENT LEVEL -3,50: 17. EVENT ROOM 18. I.T. ROOM 19. STORAGE 20. FOUNDATION 21. ENERGY STORAGE 22. HALLWAY 23. WATER TANKS 24. BUILDING SYSTEMS (with exclusive entrance) 25. AUDITORIUM (PARTIAL) Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Floor Plans 4 OPEN BELOWTO OPEN BELOWTO 5 7 OPEN BELOWTO OPEN BELOWTO 5 2 3 4 2 12 14 13 12 3 8 11 8 9 10 7 5 5 1 13 EDUCATIONAL HUB LEVEL + 6,75 ROOFGREEN ROOFGREEN 6 ROOFGLASS EXHIBITION LEVEL +3,30: 8. TECHNICAL STORAGE 9. ELEVATOR LOBBY 10. RESTROOMS 11. EXISTING STAIRS (RESTORED) 12. MILL HERITAGE GALLERIES 13. STAFF OFFICE 14. CAFÉ/FOOD HALL MEZZANINE EDUCATION HUB LEVEL +6,75: 1. FLEXIBLE CONFERENCE / TRAINING SPACE 2. 1 TO 4 PEOPLE MEETING BOOTHS 3. CATERING/CAFÉ 4. TRAINING SEMINARS 5. STAFF OFFICE/STORAGE 6. FIRE STAIRCASE 7. GALLERY MEZZANINE REST.HOTELEDUC.HUBEXHIBITIONGROUNDBASEMENTEXHIBITION LEVEL +3,30 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Floor Plans HOTEL LEVEL +10,25: 7. HOTEL RECEPTION 8. ELEVATOR LOBBY 9. RESTROOMS 10. EXISTING STAIRS (RESTORED) 11. HOTEL ROOMS 12. STAFF OFFICE 13. LOUNGE 14. SHARED KITCHEN 15. LAUNDRY ROOM 16. WELLNESS/GYM 17. GREEN ROOF 11 ATTIC 16 12 2 14 14 4 3 2 2 13 15 65 1 3 10 8 9 7 5 3 2 4 13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REST.HOTELEDUC.HUBEXHIBITIONGROUNDBASEMENT RESTAURANT LEVEL +13,75 HOTEL LEVEL +10,25 RESTAURANT LEVEL +13,75: 1. RESTAURANT LOUNGE 2. COVERED GARDEN/SEATS 3. FIRE STAIRCASE 4. RESTAURANT 5. KITCHEN 6. GREEN ROOF Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Elevations SOUTH ELEVATION EAST ELEVATION NORTH ELEVATION WEST ELEVATION Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Schematic Section SCHEMATIC SECTION AA SOLARTUBE®LIGHTINGNATURAL TRIPLELIGHTINGNATURALGLASS+NATURALVENTILATION SOLARTUBE®LIGHTINGNATURAL GREENRADIATIONROOFHEAT COVEREDGARDEN VENTILATIONNATURALENVELOPEBUILDINGRETROFITONATTICSPACE VENTILATIONNATURALONATTICSPACE Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Schematic Sections SCHEMATIC SECTION BB SE NW NATURAL SOLARTUBE®LIGHTING GREEN ROOF HEAT RADIATION DOUBLELIGHTINGNATURALGLASS+NATURALVENTILATION IN ROOF SOLAR PANELS SCHEMATIC SECTION CC SE NW GREEN ROOF RADIATIONHEAT IN ROOF SOLAR PANELSDOUBLELIGHTINGNATURALGLASS+NATURALVENTILATION ENVELOPEBUILDINGRETROFIT ENVELOPEBUILDINGRETROFIT (GARDEN)GREENSLOPEHALL-WAYSTORAGE/BUILDINGSYSTEMS Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Architectural Concept - Schematic Sections VIEW 1 VIEW 2 VIEW 3 SECTION INDOORS FIRE STAIRS VIEW 1 VIEW 2 VIEW 3 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

The refurbishment process will require a plan in which some phases happen simultaneously while other phases will overlap.

1. Emptying the inside by the demolishing the interior.

-1 1. 2. 3. 4. 5. 5. 4. 3. 2. 1. -1. +20,40 UK Dachhaut +13,90 +10,25 +6,75 +3,30 +0,00 -3,50 +13,25 +10,25 +6,75 +3,30 0=51,64m HN -3,50-3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +13,25 +17,32 +20,82 -3,50 Speicher Speicher Speicher Holz Beton Holz Stahl Stahl Stahl Stahl StahlStahlStahlStahl 6,10 3,62 3,47 3,42 3,20 4,00 +17,46 UK Dachfirst 3,30 4. 3. 2. 1. -1. 4. 3. 2. 1. -1. -3,45 -3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +16,75 UK Dachhaut +15,87 +10,25 +6,75 +3,30 ±0=51,65m ü.HN -3,50 HolzStahlStahlStahlStahl HolzHolzHolzHolzHolzHolzHolzHolz -17 17 34 51 3 10 71 24 96 24 385 3 Building 1 Building 2 Building 3 Building 4 Building 5 XXXX X X X X X X X X X X X X X X X X X X X X StructureNewDemolition B4 | Design Concept - Structural Concept Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

-1 1. 2. 3. 4. 5. 5. 4. 3. 2. 1. -1. +20,40 UK Dachhaut +13,90 +10,25 +6,75 +3,30 +0,00 -3,50 +13,25 +10,25 +6,75 +3,30 0=51,64m HN -3,50-3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +13,25 +17,32 +20,82 -3,50 Speicher Speicher Speicher Holz Beton Holz Stahl Stahl Stahl Stahl StahlStahlStahlStahl 6,10 3,62 3,47 3,42 3,20 4,00 +17,46 UK Dachfirst 3,30 4. 3. 2. 1. -1. 4. 3. 2. 1. -1. -3,45 -3,50 ±0=51,65m ü.HN +3,30 +6,75 +10,25 +16,75 UK Dachhaut +15,87 +10,25 +6,75 +3,30 ±0=51,65m ü.HN -3,50 HolzStahlStahlStahlStahl HolzHolzHolzHolzHolzHolzHolzHolz -17 17 34 51 10 71 24 96 24 385 D C D I FEC FE HG HG Nr. 70 Nr Nr (3,20) Maschine ±0,00=51,645muHN (4,90) rutsche Etage durchgehend Nr.25 Speicher Rampe (3,27) Elevator (3,20) Elevator Maschine -1,84 Ofen Speicher Nr.16 Speicher Speicher 0,04 Laufsteg Speicher 1,04 Etage durchgehend Speicher Speicher Speicher Speicher Ofen Rauchzüge (5,80) -1,84 Speicher SpeicherSpeicher Speicher Speicher ±0,00 Fe 1,84 Speicher Speicher Speicher 0,00 Bretterwand Elevatoren (5,80) 0,5 8,6 0,5 4 0,7 14,8 0,7 8,4 0,7 19,4 0,5 15,4 0,8 29,2 9,7 19,4 16,7 74,9 18,6 41,1 15,1 74,9 1,3 0,5 15,5 0,5 7,7 0,3 1,2 0,8 14,1 0,7 1,5 0,4 6,5 0,4 0,1 0,3 18 0,7 4,3 0,6 11,3 0,3 2 0,4 21,5 0,4 14,5 0,7 8,7 0,7 5,8 9,6 0,5 5,3 11,5 0,7 3,9 0,4 6,5

2. Pre-fabrication of new structural components.

3. Removal of roofs to be able to operate cranes and install the prefabricated components.

7. Install windows and doors on façade.

Structural Concept The new structural concept is to build towered structures as buildings inside the existing building. This will be achieved by emptying out the inside of the existing structure while maintaining the division walls between the modules and maintaining the outer envelope as a layer that protects the inside from the elements. The new structure will be built with pre-fabricated parts, made either with wood or with steel.

6. Install the roof to protect the new structure.

5. Refurbish the roof structure (repair + replacement).

4. Operate cranes and install new structure.

8. Install all internal components (Thermal insulation, sound insulation, electrical, sanitary, etc...)

Note: the marked spaces om the floorplan are similar on the upper levels, the unmarked spaces are only present on the ground level.

B4 | Design Concept - Structural Concept Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

To avoid this, it would be recommended to use solid wood components that are joint together physically and not bonded together with industrial chemicals.

-Sources:Life-Cycle of Formaldehyde-Based Resins used in Wood Composites in Terms of Resources, Emus sions, Energy and Carbon, James B. Wilson - Databook of Adhesion Promoters, Anna Wypych, 2018 - Glulam Ltd, Southhamptona.Images:Forstwirtschaft-in-deutschland.deVitsœ’sheadquartersinLeamington Spa, UK

Inventory

Wood construction is oftentimes considered as a sustainable and ecological practice; if we take a look at the GWP indicator in the table on the next for exam ple, we are able to see that wood has a very low carbon Neverthelessfootprint. there are other aspects to be considered, aspects such as the health of the interior space. Many wood products, like furniture or Glulam structures are made by layers of wood bonded together with industri al adhesives such as melamine resins or Polyurethane adhesives which might emit VOC’s and cause a series of health risks if the spaces are not propely ventilated. An other factor is that the waste management and disposal should be more careful because the materials cannot be accurately separated.

Also, Germany is the largest timber producer in Europe with about 3.4 billion m3 in 2011.

The wood structure variant is selected over the steel variant. Both options can be sustainable if properly man aged, nevertheless, wood production has a lower impact on the environment even if steel is 100% recyclable.

page

Wooden Structure Concept + LCA Overview

b. Wooden Floor Truss with metal joints c. DLR’s Group T3 West, Minneapolis, USA a. c.b. B4 | Design Concept - Structural Concept | Wood (Selected Option) Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Environmental Impact Indicator - Ökobaudat For more information click here B4 | Design Concept - Structural Concept | Wood Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

a.Images:Alounge.

The practice of steel construction is often seen as un sustainable and not ecological; if we take a look at the GWP indicator in the table on the next page for example, we are able to see that steel has a big carbon footprint. There are other aspects that need to be considered, aspects such as the fact that steel is 100% recyclable without quality loss and can be reintroduced into the industrial cycle. According to the Umweltbundesamt (German Federal Environment Office) more than 50% of the steel produced in Germany is already made from scrapped metals. Which means that at least +50% of steel is produced locally. Steel itself is not un-sustainable, but the production and the management currently are. Nonetheless, these prac tices are improving with over by increasing the efficiency and avoiding downcycling as much as possible.

Remarks: Corrosion protection and coatings must be ob served; chromium compunds must be avoided. Chrome plating is related to lung, sinus and nasal cancer, includ ing other health risks.

Steel Structure Concept + LCA Overview

B4 | Design Concept - Structural Concept | Steel Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Sources: - Paul T. Strickland, Thomas W. Kensler, in Abeloff’s Clin ical Oncology (Fifth Edition), 2014 - Urban Mining, Resource Conservation in the Anthropo cene, 2019. Umweltbundesamt. Google at 1212 Bordeaux, California, USA b. Open Plan Workspace. Google at 1212 Bordeaux, California, USA c. Multi storey prefabricated steel structure

Environmental Impact Indicator - Ökobaudat For more information click here B4 | Design Concept - Structural Concept | Steel Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Section:

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

* Hausladen, G. & Tischelmann, Karsten. (2010) Interiors Construction Manual. Munich, Edition Detail. | Design Concept - Comfort and Health Refurbishment Project | 30.07.2021 Specialisation Refurbishment

Thermal Comfort Zones:

Example: - Page 37, image: A 1.16*

Before suggesting any changes or solutions, we should understand what the requirements are and set them as goals to be achieved. Understanding the following parameters will serve as a guide to achieve the desired interior climate and comfort which will be tailored to the specific usage.

Radiation Asymmetry: According to the DIN ISO 7730 the maximum temperature difference between walls is 23 K for warm walls and 10 K for cold walls. The temperature at the feet should be warmer and the difference of temperature of a persons feet and head should not exceed 3K.

Humidity of the Interior Air: According to the image (scanned from the book “Interiors Construction Manual”), an acceptable rela tive humidity lies between 20 - 90% and a comfortable relative humidity lies around 30-75%, depend ing on the temperature of the interior space. - Page 37, image: A 1.16*

The thermal comfort zones differs from person to person but taking into account the averages were the upper limit of the thermal comfort zone is given by a relative humidity of 65% and a temperature of 26 ºC; the lower limit lies at 30% relative humidity with a temperature of 20 ºC.

Air and surface temperature:

Air Circulation in the Interior: Ideally the movement of the air circulation should not be perceived but in some cases the the percep tion of movement can be seen as good; in summer for example, a cool breeze is agreeably comfort able. In summertime a comfortable air speed is about 0.19m/s and 0.16m/s in winter. Other important factors besides the air velocity include the air temperature and the turbulence.

Professor: Anke Wollbrink

Conforming to the temperature comfort zones of air and radiation, the lowest “comfortable” operative temperature is 20 ºC while the highest operative temperature is 26 ºC and the more the temperature is deviated from this factor, the lower is the efficiency of the human.

General Analysis and Valuation

Acoustic Comfort: Room Acoustics: Sound pressure levels (dB) are different for different types of room, the activities that take place and the reverbera tion time. On the following chart we can see the different sound levels per room. On average the dB levels are approximately between 25 and 55 dB. Page 39, image A 1.24

Lighting: The amount of light needed (wanted) in a specific room is very subjective and depends on the personal preference of the users. On the chart (Upper Right Hand) you will find a list of averages of what is considered necessary per room in a household. Hausladen, G. & Tischelmann, Karsten. (2010) Interiors Construction Manual. Munich, Edition

Fresh Air: Depending on the activity being realized, the average per son requires between 20-30 m3 per hour of fresh air on normal conditions, on wet and humid areas the number goes up to approximately 60 m3. On average the value is 25 Them3/h.amount of carbon dioxide should also be considered when measuring fresh air; according to the Pettenkofer limit a room without any particular air contamination should not exceed 0.10% by vol.on housing projects and 0.15% by vol. on office spaces.

- Page 38, image A 1.21*

Detail. B4 | Design Concept - Comfort and Health Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

General Analysis and Valuation

General Concept for Fire + Sound Protection | Details of separation elements. *Hausladen, G. & Tischelmann, Karsten. (2010) Interiors Construction Manual. Munich, Edition Detail. C 1.25: Page 128; Acoustic properties of dry wall constructions C 1.24: Page 127; Firestopping around pipes and cables where they penetrate partitions with fire resistance rating. C 1.32: Page 131; T-junction with boarding cut away, supporting con struction of CW sections. C 1.39: Page 132; T-joint between partition and solid wall. C 1.47: Page 134; Double-stud wall built on floating screed with insu lating joint. C 2.42: Page 150; Partition-ceiling junction, ceiling material interrupted above partition. C 2.42 C 1.32 C 1.39 C 1.47C 1.24 C 1.25 B4 | Design Concept - Comfort and Health | (*Selected Solutions) Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468 **

***

Sources:

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Professor: Anke

ments,

Knauf - Fireboard A1 (For areas that require fire and humidity protection)

B4 | Design Concept - Material Selection - Walls, Ceilings and Space Division Clay Drywall Panels - Claytec D25 (For Internal Walls)

Clay building products add significantly to the thermal mass of a struc ture and by buffering humidity well they passively optimise the relative humidity of the internal climate. This high mass gives rise to good sound absorption qualities. Clay is also considered a Passive removal material (PRMs) are building materials or furnishings that effec tively control indoorpollution without substantial formation of chemical byproducts and without an energy penalty. 1.Claytec.de, 2.backtoearth.co.uk, 3. Impacts of a clay plaster on indoor air quality assessed using chemical and sensorymeasure Erin K. Darlinga, Clement J. Crosa, Pawel Wargockib, Jakub Kolarikb, Glenn C. Morrisonc, Richard L. Corsi. 4. Oekobaudat.de

Section:

Knauf fireboards are drywall gypsum panels that are conditioned to resist direct fire. This panels offer the possibility to build different wall types with different fire ratings, fro F-60 to F120, depending on the time exposed to fire. In this project the usage of these panels will be for areas that require a higher fire rating and structural ele ments that need protection. 1. Knauf.de 2. Oekobaudat.de Different solutions for different uses. Refurbishment Project | 30.07.2021 Specialisation Refurbishment Wollbrink

Clay plasters are an ecological option for wall coatings and are natural air conditioners, aggre gates of compensation. The sur faces are of natural aesthetics. CLAYTEC clay plasters adhere to all common building substrates, they can be machine-applied but can also be easily applied by hand. The Weber.Cal will be used in specialized areas that require higher moist protection such ad bathrooms and restrooms, kitchens and other areas that are exposed to direct water. Some benefits of this product are the following: - Inhibits Mold - Ready and easy to use - Free from conservatives - Free from VOC’s - Free from fogging active substances - Offers a resistance surface - It’s water repellent - Highly water vapour permeable Clay plaster MINERAL 20 & Clay topcoat fine 06 (For interior Walls) weber.cal 286 (For humidity sensitive areas) B4 | Design Concept - Material Selection - Plasters *** Different solutions for different uses. Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Material Base / Vehicle Potassium silicate (water glass) with organic stabilisers as per German standard DIN 18363, section 2.4.1. Some benefits of this product are the following: - Free of preservatives. - Solvent-free. - Unplasticized. - Free of fogging-active substances. - Hygienically harmless for room air. - Test Certificate of TÜV Nord “Suitable for allergy - sufferers”. - External quality control. - Water-dilutable. - Ecologically compatible, low odour. - Easy to apply. - Highly diffusion-capable, sd H2O < 0.02 m as per DIN EN 1062. - Sylitol® coatings retain the diffusibility and water vapour permeability of substrates. - Reaction to fire, German classification: “nichtbrennbar/non-combustible”, Class A2 as per DIN 4102. Approval number: P-BAY26-04659 Sylitol® Bio-Innenfarbe - Caparol B4 | Design Concept - Material Selection - Paints Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Concrete Floor: Is chosen as the main floortype for this project because it offers many advantages such as: Durability, Stiffness and load distribution, Energy efficiency by thermal mass, Speed of construction, damp resistance, low maintenance costs and fire resistance. Carpet Flooring: Will be used in designated areas that require a higher comfort, better accoustics, warmth, and safety. Images: a) Ardex Concrete Flooring, Sparkasse Bad Keruznach, b) Ardex Pandomo Loft Sample, c) Ardex Concrete Flooring, Sparkasse Bad Keruznach d) Object Carpet, Dominos Pizza Nieuwegein, Netherlands, e) Object Carpet, BSH Hausgeräte GmbH, Munich, f) Object Carpet, Villeroy & Boch / Fabrik N°09, Mettlach B4 | Design Concept - Material Selection - Floor Types for different purposes Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

A) Schüco Vento Frame System & AWS 90.SI + Green The frame is made with aluminum & triple glazing. Some parameters are: - Frame depth: 90mm - Uf-Wert Frame: 0,7 W/(m2*K) - Sound protection: 47 dB (A) - Air permeability: Class 3 ( 9m3/h) B) Korbion Wood Window - Passive - Uw <0.70 W / m²K with Ug 0.6 W / m²K - Uw <0.68 W / m²K with Ug 0.5 W / m²K - High-quality triple thermal insulation glazing with a warm edge bond - Glazing bead glued in airtight and at tached in a concealed manner - Deep hinge rebate for greater security - Two seals for improved thermal protection - Thermally separated rain protection rail with pole cover - Wing cover optionally possible - Multi-layer color structure - Large rounded edges for optimal paint Totaladhesioninstallation depth 105mm with insula tion chamber technology in the frame and sash C) Korbion Wood Window - Passive - Uw <0.94 W / m²K with Ug 0.7 W / m²K - Uw <0.87 W / m²K with Ug 0.6 W / m²K - High-quality triple thermal insulation glazing with a warm edge bond - Glazing bead glued in airtight and at tached in a concealed manner - Two seals for improved thermal protection - Constructively folded wooden weather board - Multiple gluing of the wood - Multi-layer color structure - Deep hinge rebate for greater security - Construction depth 77 mm - Large rounded edges for optimal paint adhesion B4 | Design Concept - Material Selection - Window Types (Wooden variant is selected, P.75) *** Variant B has been selected because it offers the lowest heat loss and has the highest durability with the extra rain protection.*** Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

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Solar energy production is about 4% of local total amount. Wind power production is about 76% of total amount. Biomass production is about 19,6% of total amount.

Professor: Anke

First alternative: The refurbished building, within the new district, could be connected to the existing energy supply grid, decrease initial implementation costs but still use measures to prevent energy waste, and to minimize energy expenditure.

Section: Specialisation Refurbishment Wollbrink

Annually power consumption in the city is near 28.000 MWh/year.

CONCLUSION: The location is already well served of renewable energy plants. On the other hand, the new district development, contemplated in this paper, will increase local energy consumption. Said that, there is an opportunity to expand renewable energy sources use, such as sewage gas, geothermal productions. In Addition, successful solutions already in use in this location can be replicated.

Energy use in the Mill refurbished building:

B4 | Design Concept for Refurbishment - Energy Concept - Existing Supply

Second alternative: The refurbished building may contribute to energy production to supply its own demands, within the new district, by using measures to be part of the new net zero energy district.

Refurbishment

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

EXISTING ENERGY SUPLLY

USE OF RENEWABLE ENERGY SOURCE ON THE PAST DECADE source: http://www.energymap.info/ Project | 30.07.2021

Bad Kleinen is already over a 100% in use of renewable energy sources to supply its needs.

Most of energy consumption in the city area goes towards industry and commercial use. Private energy consumption counts for a quarter or less of the total amount.

Energy Consumption in European Households Proposal in 3 Statements: 1. Electricity in Bad Kleinen is already 100% renewable. 2. The Focus should be invested in improving efficiency and decreasing consumption. 3. Implementing a hybrid system composed of solar tiles for electric generation and solar thermal for space heating and water heating in order to remove at least 79% of the building’s energy consumption load from the grid. Source: Data from Eurostat a) Solar thermal heating system, b) Floor heating system, c) UrbanFarmers, The Hague C)a) b) B4 | Design Concept for Refurbishment - Energy Concept - Heating System Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Source: BDH - Bundesverband der Deutschen Heizungsndustrie Source: BDH - Bundesverband der Deutschen Heizungsndustrie Solar electricity from roofs Production Consumption Solar electricity from batteries Solar electricity from roofs Usage from the grid C) Daily Curve Chart, Solar Photovoltaics Source: Autarq GmbHA) Distribution of energy in a hybrid system. B) Installation of solar thermal, special attention for tubing joints and roof perforations. B4 | Design Concept for Refurbishment - Energy Concept - Hybrid System Distribution of Solar Energy Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Underfloor Heating

Information + Images: *Hausladen, G. & Tischelmann, Karsten. (2010) Interi ors Construction Manual. Munich, Edition Detail. Types of Heating Systems B4 | Design Concept for Refurbishment - Energy Concept - Heating System *D 1.9, page 176 *D 1.12, page 177 *B 4.27, page 116*B 4.23, page 115 Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Some

Some of the downsides are that the system requires a longer time to heat the space and that repairs can be costly. Another downside is that the positioning of carpets and furniture can affect the output.

An underfloor heating system is composed of pipes that are integrated into the screed or into the subfloor and distributes heat evenly on the floor area of the room. of the benefits include that it requires a low energy output, the flow temperature is also lower that other systems and that it offers flexibility for the aesthetics and interior design. Another important aspect of this system is that the are flow rate in the room is also lower, so dust particles are not as present in the interior air.

B4 | Design Concept for Refurbishment - Energy Concept - Passive Lighting System Source: Solatube Concept: Lightshelves Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

B4 | Design Concept for Refurbishment - Energy Concept - Passive Lighting Isothermal Eaves Construction Detail Lamilux” Glass Roof PR60: Bayodo Mühldorf, Germany Isothermal Raft Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

*All Luminaires from Intra-Lighting B4 | Design Concept for Refurbishment - Energy Concept - LED Lighting System Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

a) Reference Project, Hamburg Water Cycle (Vacuum system + decentralized water treatment) b) Aqualoop, decentralized and scalable grey water treatment system. c) Fluence: decentralized and scalable black water treatment system. b)a) c) B4 | Design Concept for Refurbishment - Sanitary Concept - Water Management Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Rainwater Harvesting and management Infiltration Systems: (Shaft + Downpipe) B4 | Design Concept for Refurbishment - Sanitary Concept - Rain Water Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Ecological Balance - Consumption of resources Water Saving Systems: On this page we will look at a table that shows the maximum consumption per equipment as well as the maximum flush (litres per second) as designated by the DGNB for households. Water Saving Equipment Equipment Max consumption in (L/s), also (L/ﬂush) by the DGNB Selected Equipment Consumption in (L/ s), also (L/ﬂush) Notes Sink (Fitting/Valve) 0.15 Hansgrohe Logis 100 LowFlow 0.0583 Toilet/ Urinal Side 3 Grohe Rapid SLX + CosmopolitanSkate 3 Toilet 6 Grohe Rapid SLX + CosmopolitanSkate 6 Shower 0.25 Dornbracht 28-504-979-06 0.1166 Bathtub 70 N/A Dishwasher (Per Cycle) 20 Siemens, studioline iQ700 Vollintegrierter 9.5 Average in 220 Cycles Landry Machine (Per Cycle) 60 Samsung , WW81M642OPW/EG,8KG 36.81 Average in 220 Cycles B4 | Design Concept for Refurbishment - Sanitary Concept - Water Management Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

The proposal for the refurbishment meets our current requirements, social demands, and offers economical chances.

TheCONCLUSIONrefurbishment

B5 | Conclusion Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink

design of an existing historical building described in this work shows that a sustainable approach requires a conjunction of measures to achieve satisfactory results. From the analysis to the final possible solution, from the first environmental decision (to keep the existent building stock) to other design choices along the way (such as material selection), distinct alternatives must be contemplated as a possibility.

As seen in this study, there are no atandarised- fits all solution, the refurbushment of the Mühlenwerk in Bad Kleinen required a specific analysis to understand its unique set of problems and present tailored solutions specific for the building and the users needs based on the given usage. The selected alternatives, in the material selection section, allows for the preservation of the historic building while adaptig and equiping it for a new use.

Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

DANIELS,References K., & SCHWAIGER, E. (2003). Advanced Building Systems: a technical guide for architects and engineers. Basel, Birkhäuser. GIEBELER G.,& KRAUSE H., & FISCH, R., & MUSSO, F., & PETZINKA, & RUDOLPHI A. (2005). Refurbishment Manual, München, Birkhäuser. KHOULI S., & JOHN V., & ZEUMER M. (2015). Sustainable Construction Techniques. München, Detail. WOLLENSAK M., & OBERFRANCOVÁ L.(2015). Wismar, Hoschule Wismar. BadLinks:Kleinen v. 1970 Der Zeltplatz (44389) Nr. 306965215 - oldthing: Ansichtskarten Mecklenburg-Vorpommern ECOSoundBlok - Acoustic Environmental and Ecological Noise Barriers www.ncbi.nlm.nih.gov/pmc/articles/PMC6209905/#:~:text=The%20World%20Health%20Organization%20%5B36,50%20m2%20per%20capita.www.nap.edu/download/13143.www.massivkreativ.de/auftakt-regionalentwicklung-kreativlab-im-muehlenquartier-in-bad-kleinen/www.effekt.dk/www.citypopulation.de/en/germany/mecklenburgvorpommern/nordwestmecklenburg/13074002__bad_kleinen/ugeo.urbistat.com/AdminStat/en/de/demografia/popolazione/bad-kleinen/20190531/4Solutionshttps://www.ln-online.de/Lokales/Nordwestmecklenburg/Englische-Apartments-auf-Muehlengelaende-geplanthttps://www.iqair.com/germany/mecklenburg-vorpommern/bad-kleinenhttps://www.grodan.com/product-overview/vegetable-solutions/https://pubmed.ncbi.nlm.nih.gov/12227316/https://globescan.com/sdg-goal-11-leadership-forum-report/https://freiseindesign.com/lost-places-die-alte-muehle-bad-kleinen-auf-entdeckungstour/https://de.zxc.wiki/wiki/Liste_der_Baudenkmale_in_Bad_Kleinenhttps://de.wikipedia.org/wiki/Janssen-M%C3%BChlenhttps://commons.wikimedia.org/wiki/File:Bad-Kleinen-M%C3%BChle.jpghttps://blogstudiog.com/2013/10/01/bsa-space-hosts-e-green-communities-reception/http://www.metrasys.de/http://www.energymap.info/energieregionen/DE/105/115/537/13936.html(grammbarriers.com)history(monuments)https://metropolregion.hamburg.de/industriekultur/fabriken/7287820/muehlenwerke-bad-kleinen/#detailLayerpopulationdensity(8-3-2021(urbangreenup.eu)Accessmarch-8-2021 Access march-8-2021 www.stadtentwicklung.berlin.de/umwelt/umweltatlas/edk606_01.htm Other References Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468

Thank you for listening! Refurbishment Project | 30.07.2021 Section: Specialisation Refurbishment Professor: Anke Wollbrink Mail: gillian_cr@hotmail.com Mail: jakobbrockmans@gmail.com Jakob Brockmans no. 322276 Gillian Rodrigues no. 337468