Advanced Building Design - Architecture report

3 Week Subject Report – Subject 1 Course no. 11080: Advanced Building Design

Andreea Carla Buzea, s175593

Technical University of Denmark Architectural Engineering 27th of January 2019

3 Week Subject Report – Subject 01

Contents 1

Introduction .........................................................................................................1

2

Masterplan ..........................................................................................................1

3

Location ...............................................................................................................1

4

Form and structure ..............................................................................................3

5

Building specifications ..........................................................................................4

6

Organization ........................................................................................................6

7

8

6.1

Single office plan ...................................................................................................................... 7

6.2

Open office plan ....................................................................................................................... 9

6.3

Mixed office plan.....................................................................................................................11

6.4

Building core ...........................................................................................................................13

6.5

Conference floors ....................................................................................................................13

6.6

Ground and first floor ..............................................................................................................15

6.7

Skybar ......................................................................................................................................17

6.8

Underground floors ..................................................................................................................18

Building access and traffic .................................................................................. 19 7.1

Access and egress ....................................................................................................................19

7.2

Vertical circulation ..................................................................................................................20

Main building elements ...................................................................................... 22 8.1

Façade ......................................................................................................................................22

8.2

Atrium curtain wall ..................................................................................................................23

8.3

Roof .........................................................................................................................................24

8.4

Skybar terrace ..........................................................................................................................25

8.5

Floors .......................................................................................................................................26

8.6

Interior walls ............................................................................................................................27

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8.7

9

Ceilings ....................................................................................................................................27

Cooperation ....................................................................................................... 28

10 Improvements and further work ........................................................................ 29 11 Bibliography....................................................................................................... 31 12 Appendix A – Sheet list....................................................................................... 32 13 Appendix B – Room names and areas ................................................................. 33 14 Appendix C – Elevator calculations ..................................................................... 39 15 Appendix D – U-value calculations ...................................................................... 42 16 Appendix E – Renderings .................................................................................... 44

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1 Introduction The Duplex Tower is designed to integrate with Dorte Mandrup Arkitekter’s 74,000 m² master plan at Kalvebod Brygge, Copenhagen, alongside hotel facilities and commercial buildings.

The project is a 36-floor building with a total area of 46.500 m² designed for both private and public use. Each floor is restricted to a gross area of 1200 m² with an allowance of ±10%.

Additionally, there are 3 underground floors that consist of mainly car parking and the main technical installations of the building.

The building is designed to offer flexible and sustainable solutions for multi-tenant occupancy that also includes support facilities such as a fitness and wellness center, conference and catering facilities.

2 Masterplan The master plan created by Dorte Mandrup Arkitekter is centered around mixed-use buildings that are highly accessible pedestrian and cycling traffic, emphasizing on sustainable urban development of the area.

There should be great consideration to the surrounding area as the building should present itself as interesting and inviting place to work. Copenhagen is also known for its coherent modern architecture which blends in with the older neighborhoods

3 Location As mentioned above, the project is located on the Kalvebod Brygge waterfront, in Copenhagen, Denmark, across from the Fisketorvet shopping center, as part of Dorte Mandrup Arkitekter’s master plan. The Duplex Tower will overlook the city in a full 360° radius, but the two main facades will face Vesterbro towards NW and Fisketorvet and art of Islands Brygge towards SE.

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Figure 1 - Location

Figure 2 - View from top of the building

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4 Form and structure During the conceptual stage it is important to establish the principal idea of the high-rise office building. There were some key aspects of high-rise building that formed the base of the design, among the most known, is a “shell and core” structure.

The idea is simple, we create two buildings from one. This maximizes usable office space without compromising the structural integrity of the building. First, we take a typical rectangular shape that will fit into the gross area restrictions, which we then cut into two halves. We then move the two halves sideways in opposite directions to get the appearance of two adjacent buildings that share the same core.

The main grid system is created to fit in with the single offices placed mainly on the NW and SE facades. The vertical grids are placed 7.5 m apart, while the horizontal ones alternate between 8.5 and 7.5m.

Figure 3 – Shape design

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Figure 4 The shape and dimension of the building and its core.

5 Building specifications The Duplex Tower can accommodate up to 1600 people in various options of floor plans that can be seen in the following parts. It is a mixed-use building with primarily office floors, but with additional public facilities.

It is a shell and core structure that has a concrete load bearing system made from in situ cast core walls, prefabricated concrete columns and steel hat beams. The envelope is a ventilated rainscreen façade in two different colors.

Figure 5 - Building specifications

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Figure 6 - Elevations (NE, SW, NW & SE)

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6 Organization The building has a total of 36 floors above the ground and three basement floors. The organization of the building is fairly balanced as the most public spaces are kept at the lower floors and the very top.

The technical floors are distributed evenly, on the 10th, 20th and 30th floors, as well as in the first underground floor. The technical areas on the upper floors do not cover the entire floor area, thus giving the opportunity to optimize space by having other support facilities such as break rooms, central cleaning room in case of open office layout, wardrobe, other meeting rooms, etc.

Figure 7 Building organization

The office floors can be designed in various ways depending of the tenant’s needs, thus layouts can vary from completely open office, which can host op to 96 permanent desks and 10 flexible workspaces, to completely closed offices that can accommodate 44 single cell offices.

To maintain the office efficiency of the building throughout the 36 floors, 28 of which are designated office floors, an average of 57 people should be placed on each office floor. đ??¸=

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Based on the efficiency calculation above, we first determined the total number of people and working in the building for the optimal efficiency of 25-30%, which is between 1440 and 1728 people.

Table 1 - Efficiency calculation

25% 30% Nr. of floors 36 43200 m² 1728 1440 Nr. of people for optimal efficiency Office floors 28 33600 m² 48 40 Nr. of people per floor Non-office floors 8 9600 m² At first, we can see that for a 1200 m² floor there should be between 40 and 48 people but given that 8 out of the 36 floors are not part of rentable office space, the efficiency calculation must be done for overall office area. Now, the calculation is done by dividing the number of people for optimal efficiency to the number of office floors. This gave us a more realistic number of people per floor.

Table 2 - Efficiency calculation for the Duplex Tower

Real nr. of people per floor

25% 62

30% 52

Average 57

In the project there are three different types of office floors that each can accommodate a different number of people. As seen in the table below, in order to keep the optimal efficiency, only using single office floors would fall short with 8 people per floor, is not enough. A solution to this can be either opting for a mixed office floor layout or alternating the different layouts based on client’s needs.

Table 3 - Number of offices per floor

Single office floor Open office floor Mixed office floor

44 96 64

6.1 Single office plan The single person office is designed to offer a comfortable working environment, based on the requirements from Arbejdsmiljø i Danmark (Arbejdsmiljø, u.d.) where a standard office should not be less than 7 m² and should not have a room height lower than 2.5 m. In our case, the standard office room has 11 m² and a room height of 3m, which should comply with Danish working environment authority’s guidelines.

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3 Week Subject Report – Subject 01 Table 4 - Utilization factor

Office type

Workplace Area (m2 per person)

Utilization Factor (%)

Prestige

12 – 14

80

Standard

10 – 12

80

Open plan

8 – 10

85

In the present floor plan, the cell offices are a wall center to wall center of 2,5m, a depth of 4,5m and a room height of 3m, which should be enough daylight given the building’s orientation and large windows.

All offices are placed in the perimeter of the building so that each has access to a window facing either SE or NW. They are equipped with a desk, storage and a two-person table for private meetings.

Apart from the offices themselves, the floor is equipped with support facilities such as two kitchenettes, two print and copy rooms, cleaning rooms and meeting rooms.

Figure 8 Single cell office

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Figure 9 - Single office floor plan

Figure 10 - 3D view of single office floor plan

6.2 Open office plan The open floor plan is designed based on the requirements from Arbejdsmiljø i Danmark regarding the necessary space around a desk, such as a minimum of 1.1 m from a desk to the wall of furniture behind it. (Arbejdsmiljø, u.d.) To keep with the same spacing requirements, there is 1.8m between two desks that are facing opposite ways.

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As in the case of the single office layout, all the desks are placed around the perimeter of the floor such that there is enough daylight for each work station.

Apart from the regular work places, there is also the opportunity for flexible seating that are for temporary or part time employees.

On this floor plan there are two meeting options: a large meeting room that can be used for meeting that normally take longer, or high tables with bartype chairs that are meant for short meetings.

The kitchenettes here are part of the floor plan but are separated by a wall with an opening that also serves as a bar.

Figure 11 - Optimal space for desk placement

Figure 12 - Open office floor plan

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Figure 13 - 3D view of open office floor plan

6.3 Mixed office plan As this part is called, a mixed office plan is a mix of the two types presented before. This option is designed to show the flexibility of the overall floor. This is because the need to design a floorplan that can accommodate different tenants. This is also facilitated by the symmetric shape of the floor, as it can easily be split into two separate areas.

Many of the above-mentioned support facilities are also present here, including two flexible meeting rooms that can be transformed into four through movable partition walls.

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Figure 14 - Mixed office floor plan

Figure 15 - 3D view of mixed office floor plan

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6.4 Building core The core of the building is 15x15m in situ cast concrete that holds the hollow core floor system and façade. It also contains the main access to any floor, through the 12 elevators, and has the primary technical shafts that go through the building. Here are also the two emergency staircases required. They also have an exit directly to the outside through two emergency corridors on the ground floor level.

The toilets are also located inside the core and are not gender specific toilets because they comply with the requirements of having enclosed stalls, washbasin and WC.

Figure 16 - Building core

6.5 Conference floors The conference and meeting rooms are divided into two floors, the second and the third.

The second floor has mainly the larger meeting rooms, that can accommodate 15, 25 and 40 people.

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Figure 17 - 2nd floor conference and meeting rooms

Figure 18 - 40 person meeting room

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The third floor on the other hand, mainly has smaller meeting rooms, as well as a teaching room and office for supporting staff.

Figure 19 - 3rd floor meeting rooms

6.6 Ground and first floor The building can be though as being split into public and private area. The public areas can be accessed by anyone and usually host service or support facilities such as the canteen, a reception area, an atrium, meeting rooms of various sizes, fitness and massage facilities, a sky bar, etc.

The ground floor has the main entrance to the building that takes directly to the reception. It also has a common canteen that is open for both employees and visitors. The rest of the space is meant for storage and partly for the auditorium which spans the height of two floors.

The canteen can accommodate up to 180 people inside and has the possibility to set up outdoor seating during spring and summer. Because of the limited dining space, the canteen can function over a longer period of time, fx. from 11:00 to 13:00, serving food for different lunch breaks. Outside lunch hours, the canteen can be used as a conference room as well, taking the role of the fourth 40-person meeting room.

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Figure 20 - Ground floor layout

The auditorium and the fitness center can be accessed through the second floor. Access to these facilities can be done either through the core (elevators or stairs).

The auditorium can host up to 220 and it is the shape of a “shoebox auditorium”, which is one of the most common shapes in regards of room acoustics. Materials in the auditorium should be chosen so the reverberation time in low, such as upholstered chairs, wood for flooring and partially covering the walls. Special attention should be given to daylight and shading of the room as the main windows are placed at the first floor’s height. Special reflective ceiling should also be installed so that the sound from speech should be uniformly distributed through the room. Because it is indirectly connected to the gym area, partition walls should be chosen so that the sound transmission between the gym and auditorium is minimal.

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Figure 21 - Auditorium

Figure 22 - First floor layout

6.7 Skybar The skybar is the top most floor of the building and it is entirely accessible to the public. Because of the design requirement to design a building that looks like two separate buildings, the NW side half of the building is taller than the SE part, thus the last floor being only half of an office

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floor. Because of this, there is an option of having an open terrace in order to take advantage of the view.

Figure 23 - Skybar

Figure 24 - Skybar layout

6.8 Underground floors The underground floors are almost entirely designated for parking space and technical installations.

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On the first underground level, the technical installation’s area is the same size as the footprint of the building, but the shape is optimized to fit as many parking spots as possible. Some of the aspects that we took in account in the design of the underground parking are the different types of vehicles that could be parked here. Besides the typical parking spot od 3.5 x 5 m, there are van parking spots of 4.5 x 8 m. Handicapped parking will be on the surface level because the entrance of the building is more easily accessible. Besides this, bike parking is also kept on the ground level.

Limit basement space only allows for a little over half of the required 216 parking sports, as only 123 can be fitted in total. The rest should be considered to be rented from a parking house in the area.

Figure 25 - Basement floors Table 5 - Parking calculation

Nr. of floors

36

43200 m²

216 cars

7 Building access and traffic 7.1 Access and egress Access to the building is done from the NW side of the building, where the main entrance is. The entrance itself is inspired from KONE revolving door 100, using the website’s door toolbox 19 | P a g e

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feature. The revolving door is 2.6 m wide with 4 foldable door leaves with the drive units located underneath the door. Moreover, the access to the upper floors is made through the elevators and stairs within the core.

The ground floor also has multiple egress routes, two of which are emergency corridors that guides the flow of people from the core directly to the outside.

Figure 26 - Acccess and Egress

7.2 Vertical circulation Because the building is classified as a high-rise building (>150-200 m high), Deerns suggests three methods to reduce waiting time, among which is creating dynamic zones which splits the elevator route into separate stacked towers. (Deerns) In the design, the elevators are placed within the core in two groups of six elevators. Calculating the elevator traffic for the entire height of the building shows the necessity of dividing the elevator towers into two different zones, the first one being between the ground floor and the 20th floor and the second zone is between the 20th and the skybar, which is on the 36th floor.

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Figure 27 - Core elevators

There is also need for elevators that will travel the entire height of the building.

These elevators are split into three types: fire elevator, escape elevator and goods and service elevators. They can be used by employees and public as well but serve the above-mentioned purposes.

Because of the public areas being separated between the first two floors and the last, access control should be implemented for the elevators that travel the entire height of the building. This allows the public to access the skybar without being able to enter any of the office floors.

The elevator calculations are done both by hand and using Kone’s elevator traffic calculator and can be seen in the appendix. (Toolbox, n.d.)

The elevators researched for this project are KONE monospace 700 fire rated elevator and the KONE MiniSpace. All the elevators have a capacity of 8 people.

(KONE, n.d.)

Figure 28 - Elevator zoning

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8 Main building elements 8.1 Façade The façade is chosen to be a ventilated rainscreen such as the Dri Design façade developed by Kingspan. (Kingspan, n.d.)

The ventilated rainscreen façade is ideal in this case because of its easy installation on the frame structure of the building. It is a relatively light façade construction that is mounted on the beam structure that is running on the perimeter of the building.

One of the benefits of using such façade system is that any moisture that can occur is ventilated out through the air cavity, minimizing the risk of condensation. Moreover, the cladding itself can be chosen to form a multitude of options ranging from metal films or cassettes to fiber cement to stone and even wood.

A comparison of different claddings is done by Tampere University of Technology (Department of Civil Engineering, Institute of Construction Economics and Management) in Finland, where they compare the life cycle analysis of different materials used for cladding. They conclude that fiberglass reinforced polyester is the most advantageous followed by fiber cement boards. (Steni, n.d.)

Figure 29 - Dri Design facade

The easy installation and versatile cladding options go hand in hand with the concept of the Duplex Tower, as it designed to have two different claddings, or more precisely, two different colors to emphasize the idea of the two in one building.

The insulation used is split into two layers of rockwool in between which there is a cement particle board to add to the façade’s lateral wind resistance.

The interior finish is made from two layers of gypsum board for added robustness.

Calculating the thermal conductivity of the wall construction through the Glaser method, the best construction has the Dri Design cassette, a thing air gap, two layers of rockwool insulation 22 | P a g e

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of 150mm each, one layer of cement particle board in between them, and two layers of gypsum board on the interior.

Figure 30 - The two different facade colors

8.2 Atrium curtain wall The atrium is also located at the entrance of the building and it spans to the height of 6 floors, from the ground floor to the fifth. On the upper floors there is a 2m wide passage way alongside the core of the building. The façade along the atrium is a curtain wall that is mounted on the 6th floor hollow core slabs, being stabilized by the frame structure around it.

The curtain wall is a high light transmission triple glazing that is highly energy efficient. This is especially good because of the NW facing façade. Schüco has a prefabricated system that are easy to install and allow for flexible design. The Schüco Façade FWS 50 system is passive house certified and can be integrated with a control and monitoring system. Other features that can be integrated are natural smoke and heat ventilation (Schüco SHEVS) and automatic air purification and oxygen supply (Schüco VentoLife).

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Figure 31 - Atrium and reception area

8.3 Roof The roof construction is a typical flat roof construction with a minimum od 1:40 slope for water drainage. As roof finish, UK Flat Roofing wrote an article comparing different roofing materials from three perspectives: durability, ecological responsibility and return in investment. They conclude that EPDM membranes are the most suitable when looking for a durable and sustainable option for roofing. (Roofing, n.d.)

EPDM membrane is highly insulation from any moisture that can occur on roofs and do not contaminate rainwater thus no filtering is needed. Maintenance wise, EPDM roofing is easy to repair and replace.

The insulation used is a 120mm board with a rigid thermoset polyisocyanurate (PIR) fiber free insulation core, faced on both sides with a low emissivity composite foil from Kingspan. This insulation will be used in both the roof and terrace construction. (Kingspan, n.d.)

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Figure 32 - Flat roof drainage slopes

On the roof level there is also internal drainage that collects and drains the water into the building shaft. This is to reduce the risk of freezing during cold weather and to hide away any piping.

8.4 Skybar terrace As mentioned above, the skybar is on half of the normal floor plan, having access to a roof terrace to take advantage of the view.

The underlying construction of the terrace is similar to the roof, but instead of EPDM finish there will be paving slabs that are more suitable for pedestrian access.

The drainage is also different because of the different use of the space, as there will be perimeter drainage and terrace drain grille.

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Figure 33 - Perimeter drainage for skybar terrace

8.5 Floors The flooring system in the Duplex Tower is overall the same, the only thing varying is the floor finish. The more public areas will have a resistant finish that can handle high traffic, where office floors will have flooring that can improve acoustic properties regardless whether it is an open office layout or a single office one.

In the public areas there will be a terrazzo flooring which are very durable and easy to maintain.

There is also a sustainable aspect to choose such flooring because it’s durability but also because it can use recycled aggregates and can be recycled itself. It also has a low environmental impact because of the use of natural materials. (National Terrazzo and Mosaic Association, n.d.)

On the upper floors, the sustainability aspect was the main driver for choosing bamboo flooring.

(MOSO, n.d.) Another sustainable option can be linoleum that is used in the gym area mainly because of its great sound absorbing properties.

The underlying layers of the floor are based on the Paroc floating floor construction (Paroc, n.d.). The construction uses 50mm rockwool insulation that is both acoustic and fire resistant.

This is mounted on the hollow core slabs and have a max of 75mm of screed on top. The finish layers on top of the screed vary as mentioned above.

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8.6 Interior walls The interior partition walls are primarily light walls constructed either out of glass – for meeting rooms, or wooden frame walls for offices, cleaning rooms, printer rooms and tea kitchens.

Figure 34 - Interior glazing around atrium

The wooden frame partition walls are insulated with Paroc rockwool insulation that is specifically designed as a fire partition that can resist up to 69 minutes in case of fire. The finish of the interior walls is of gypsum boards. A good choice for this is the air filtering gypsum boards from British Gypsum called ACTIVair technology. These are specially designed to improve indoor climate and wellbeing. It a case study it has been observed that it can absorb up to 60% of formaldehyde concentrations over a period of 2 months. They are also easily recyclable and can be used for both walls and ceilings. (BritishGypsum, n.d.)

8.7 Ceilings Ceilings are quite important elements especially in areas that need special acoustic properties such as open offices and auditorium. The construction used in the Duplex Tower is a suspended ceiling from Paroc called Parafon Decibel light.

The height of an office floor is of 3m from floor to ceiling, whereas the floor to floor height is 4m. This is because of the thickness of the floor being 475mm while the assumed suspended ceiling gap is about 500 mm to accommodate ducts and other installations.

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Figure 35 - Room height

9 Cooperation Given that the group had been missing a project manager since little after the 13-week period started it has been a bit more challenging to focus on the management side of the project. The team started off by writing a group contract through which we went through and discussed possible meeting times, software that we should use, our goals for the course and some base rules for better cooperation.

Meetings were held two times per week, Tuesdays and Thursdays, where we discussed and went through the previous week’s work. There have been meeting logs written in a shared google document where those who couldn’t attend a certain meeting could go through and catch up on the discussed topics.

The work was mainly done on a shared BIM model which helped with keeping up with the most recent updates on the model. But by far the most effective way to update and discuss issues was throughout meetings. All of the design ideas and proposals have been first presented to the group and then implemented if they proved to be good solutions.

There was a lot of cooperation between subjects 1, 2 and 5 in designing and discussing about the more open areas such as the auditorium, so there wouldn’t be any columns in the middle of the room and to ensure egress directly to the outside from both the auditorium and the core.

The atrium was another area that needed insight from other subjects like the subject 2, as the opening for the atrium presented issues for the façade, thus choosing to put in additional beams to support it.

The basement was also one of the topics of discussion between subject 1, 2 and 4, as we had to take in consideration of the limited space available to place the parking in the most efficient way possible. Furthermore subject 5 also proposed adding partition walls to help reduce the spread of fire in the basement.

Among all the subjects, a lot of cooperation should have been between subject 1 and subject 3, but because of sickness, it was difficult to schedule meetings, so a lot of the information was 28 | P a g e

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either assumed or will be part as further improvements of the design. Many of the information that we did get for the second subject had been taken from the previous hand ins which is rather late in the process.

Figure 36 - VR session

10 Improvements and further work As it can be seen, there is still a lot of room for improvement, especially considering changes that are influenced by the energy requirements. These include a daylight factor analysis of the single and open office floors to see whether the layout is complying with the necessary 300 Lux per work area, whether the windows need to have specialized glazing, or we should implement a shading system.

The core of the building can also be changed to better accommodate services and the area designated for this maybe be split into categories of services. This can influence the design of the core by needing either more or less space.

Ceiling height has also been assumed without a clear idea of what is needed in regards of ducts.

The single office floors can also be improved by rearranging the layout and possibly having smaller offices to reach the required efficiency for the entire building.

The same can be said about the technical floors, where there isn’t input of the size required to have all the necessary equipment. Especially on the upper floors where they can be divided in to technical rooms and office rooms, thus affecting the efficiency of the building.

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Elevators should be more carefully chosen for the project as they might not accurately fulfill the traffic needs.

The U-value calculations are also estimate in order to determine insulation thickness, but an IDA ice simulation should determine more accurately whether the thicknesses are appropriate to fulfill energy requirements.

Lastly, the layouts of the building could potentially change because of a more detailed view on the need for different room types. One of the reasons for this is that it is difficult to find information of the room size requirements for various technical and storage rooms.

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11 Bibliography Arbejdsmiljø, A. o. (u.d.). Arbejdsmiljø i Danmark. Hentet fra Arbejdsmiljø i Danmark: https://amid.dk/regler/at-vejledninger/arbejdsrum-faste-arbejdssteder-a-1-11/ BritishGypsum. (n.d.). BritishGypsum. Retrieved from BritishGypsum: https://www.britishgypsum.com/about-us/activair Deerns. (n.d.). Deerns. Retrieved from Deerns: https://www.deerns.com/documents/Brochures/Elevator%20planning%20for%20high% 20rise%20buildings_DEF.pdf Kingspan. (n.d.). Kingspan. Retrieved from Kingspan: https://www.kingspan.com/roe/elgr/products/architectural-facade-systems/rainscreen-facades/dri-design Kingspan. (n.d.). Kingspan. Retrieved from Kingspan: https://www.kingspan.com/roe/elgr/products/insulation/insulation-boards/therma/therma-tr26-fm-roof-board KONE. (n.d.). KONE. Retrieved from KONE: https://www.kone.dk/nyebygninger/elevatorer/minispace.aspx MOSO. (n.d.). Moso. Retrieved from Moso: https://www.moso.eu/en/products/bambooflooring/eternal-collection/bamboo-supreme National Terrazzo and Mosaic Association. (n.d.). National Terrazzo and Mosaic Association.

Retrieved from National Terrazzo and Mosaic Association: https://www.ntma.com/types-and-systems-2/ Paroc. (n.d.). Paroc. Retrieved from Paroc: https://www.paroc.dk/loesninger/bygningsisolering/gulv/etageadskillelse-af-letbeton-flydende-gulv Roofing, U. F. (n.d.). UK Flat Roofing. Retrieved from UK Flat Roofing: https://www.ukflatroofing.com/content/31-what-is-the-most-sustainable-roofingproduct Steni. (n.d.). Architect's Data File. Retrieved from Architect's Data File: https://architectsdatafile.co.uk/news/ecological-comparison-of-facade-systems/ Toolbox, K. (n.d.). KONE. Retrieved from KONE: https://toolbox.kone.com/media/mpb/frontpage_mpb/Quick%20Traffic.html

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12 Appendix A – Sheet list Table 6 - Sheet list*

Sheet Name Plan_E00 Plan_E01 Plan_E02 Plan_E03 Plan_E15 Plan_E16 Plan_E17 Plan_E36 Single office Section_AA_BB Section A-A Section B-B Section - parking ramp Plan_K-01 Plan_K-02 Plan_K-03 Elevations - NE & SW Elevations - NW & SE Roof drainage Roof to facade detail Facade to intermediate floor detail Window detail Terrace to façade detail Presentation plan_00 Presentation plan_01 Presentation plan_E02 Presentation plan_E03 Presentation plan_E15 Presentation plan_E16 Presentation plan_E17 Presentation plan_E36 Building organization Vertical circulation Presentation plan_K-01 Parking plan K-02 Structural columns

Sheet Number A.01 A.02 A.03 A.04 A.05 A.06 A.07 A.08 A.09 A.10 A.11 A.12 A.13 A.14 A.15 A.16 A.17 A.18 A.19 A.20 A.21 A.22 A.23 P.01 P.02 P.03 P.04 P.05 P.06 P.07 P.08 P.09 P.10 P.11 P.12 S.01

Subject 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2

Paper Size A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3 A3

*All the sheets will be added at the end of this report

32 | P a g e

3 Week Subject Report – Subject 01

13 Appendix B – Room names and areas Table 7 - Rooms names and areas

Number K-02 -02_01 -02_02 -02_03 -02_04 -02_05 -02_06 -02_07 -02_08 K-01 -01_001 -01_002 -01_003 -01_004 -01_005 -01_006 -01_007 -01_008 E00 0_001 0_002 0_003 0_004 0_005 0_006 0_007 0_008 0_009 0_010 0_011 0_012 0_013 0_014 0_015 0_016 E01 1_001 1_002 1_003 1_004 1_005 1_006

Name

Level

Area

Parking Emergency staircase Emergency staircase Storage room Elevators Elevators Storage room Corridor

K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02

2331 m² 18 m² 18 m² 26 m² 49 m² 49 m² 26 m² 28 m²

Technical room Emergency staircase Emergency staircase Elevators Elevators Storage room Storage room Corridor

K-01 K-01 K-01 K-01 K-01 K-01 K-01 K-01

956 m² 20 m² 20 m² 52 m² 52 m² 27 m² 27 m² 29 m²

Canteen Lobby Auditorium_200p Storage room Kitchen Emergency staircase Emergency staircase Wardrobe Toilet Elevators Elevators HC toilet Technical room Corridor Emergency corridor Emergency corridor

E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00 E00

356 m² 206 m² 253 m² 54 m² 53 m² 18 m² 18 m² 12 m² 14 m² 49 m² 49 m² 5 m² 21 m² 28 m² 19 m² 16 m²

Gym Locker room Locker room Massage room Corridor Auditorium_200p

E01 E01 E01 E01 E01 E01

388 m² 40 m² 40 m² 10 m² 133 m² 252 m² 33 | P a g e

3 Week Subject Report – Subject 01

1_007 1_008 1_009 1_010 1_011 1_012 1_013 1_014 1_015 1_016 E02 2_001 2_002 2_003 2_004 2_005 2_006 2_007 2_008 2_009 2_010 2_011 2_012 2_013 2_014 2_015 2_016 2_017 2_018 E03 03_001 03_002 03_003 03_004 03_005 03_006 03_007 03_008 03_009 03_010 03_011 03_012 03_013 03_014 03_015 03_016

Emergency staircase Emergency staircase Wardrobe Toilet Elevators Elevators HC toilet Technical room Corridor Atrium

E01 E01 E01 E01 E01 E01 E01 E01 E01 E01

18 m² 18 m² 12 m² 14 m² 49 m² 49 m² 5 m² 21 m² 28 m² 90 m²

Meeting room_40p Meeting room_15p Meeting room_40p Meeting room_25p Meeting room_25p Meeting room_15p Meeting room_15p Emergency staircase Emergency staircase Wardrobe Toilet HC toilet Technical room Elevators Elevators Corridor Atrium Corridor

E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02 E02

203 m² 39 m² 201 m² 59 m² 59 m² 44 m² 40 m² 18 m² 18 m² 12 m² 14 m² 5 m² 21 m² 49 m² 49 m² 28 m² 92 m² 208 m²

Teaching room_25p Office Meeting room_25p Meeting room_25p Meeting room_15p Meeting room_15p Meeting room_15p Meeting room_15p Meeting room_15p Meeting room_15p Meeting room_15p Meeting room_15p Corridor Atrium Corridor Emergency staircase

E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03 E03

84 m² 57 m² 56 m² 62 m² 45 m² 30 m² 31 m² 44 m² 44 m² 39 m² 40 m² 37 m² 183 m² 92 m² 98 m² 18 m² 34 | P a g e

3 Week Subject Report – Subject 01

03_017 03_018 03_019 03_020 03_021 03_022 03_023 03_024 E04 04_001 04_002 04_003 04_004 04_005 04_006 04_007 04_008 04_009 04_010 04_011 04_012 04_013 04_014 04_015 04_016 04_017 04_018 04_019 04_020 E15 15_001 15_002 15_003 15_004 15_005 15_006 15_007 15_008 15_009 15_010 15_011 15_012 15_013 15_014 15_015 15_016

Emergency staircase Wardrobe Toilet HC toilet Technical room Elevators Elevators Corridor

E03 E03 E03 E03 E03 E03 E03 E03

18 m² 12 m² 14 m² 5 m² 21 m² 49 m² 49 m² 28 m²

Open office Open office Flexible worspace Meeting room Meeting room Meeting room Atrium Corridor Corridor Emergency staircase Wardrobe Toilet Elevators Elevators HC toilet Technical room Emergency staircase Corridor Kitchenette Kitchenette

E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04 E04

237 m² 234 m² 63 m² 22 m² 44 m² 22 m² 92 m² 137 m² 80 m² 18 m² 12 m² 14 m² 49 m² 49 m² 5 m² 21 m² 18 m² 28 m² 12 m² 12 m²

Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single

E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15

11 m² 11 m² 11 m² 10 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 12 m² 35 | P a g e

3 Week Subject Report – Subject 01

15_017 15_018 15_019 15_020 15_021 15_022 15_023 15_024 15_025 15_026 15_027 15_028 15_029 15_030 15_031 15_032 15_033 15_034 15_035 15_036 15_037 15_038 15_039 15_040 15_041 15_042 15_043 15_044 15_045 15_046 15_047 15_048 15_049 15_050 15_051 15_052 15_053 15_054 15_055 15_056 15_057 15_058 15_059 15_060 15_061 15_062

Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Meeting room_8p Meeting room_8p Meeting room_8p Meeting room_8p Cleaning room Print & Copy Kitchenette Cleaning room Print & Copy Kitchenette Emergency staircase Emergency staircase Wardrobe Toilet HC toilet Elevators Elevators Corridor Corridor

E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15 E15

12 m² 12 m² 12 m² 12 m² 12 m² 12 m² 11 m² 11 m² 11 m² 10 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 12 m² 12 m² 12 m² 12 m² 12 m² 12 m² 12 m² 15 m² 15 m² 15 m² 15 m² 3 m² 8 m² 11 m² 3 m² 8 m² 11 m² 18 m² 18 m² 12 m² 14 m² 5 m² 49 m² 49 m² 165 m² 164 m² 36 | P a g e

3 Week Subject Report – Subject 01

15_063 15_064 15_065 E16 16_001 16_002 16_003 16_004 16_005 16_006 16_007 16_008 16_009 16_010 16_011 16_012 16_013 16_014 16_015 16_016 16_017 E17 17_001 17_002 17_003 17_004 17_005 17_006 17_007 17_008 17_009 17_010 17_011 17_012 17_013 17_014 17_015 17_016 17_017 17_018 17_019 17_020 17_021 17_022 17_023 17_024

Corridor Technical room Office_single

E15 E15 E15

28 m² 21 m² 11 m²

Open office Open office Meeting room_15p Meeting room_15p Corridor Corridor Kitchenette Kitchenette Emergency staircase Emergency staircase Wardrobe Toilet HC toilet Elevators Elevators Corridor Technical room

E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16 E16

325 m² 328 m² 30 m² 30 m² 111 m² 109 m² 12 m² 12 m² 18 m² 18 m² 12 m² 14 m² 5 m² 49 m² 49 m² 28 m² 21 m²

Open office Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Open office Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single Office_single

E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17

147 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 12 m² 12 m² 12 m² 147 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 11 m² 12 m² 37 | P a g e

3 Week Subject Report – Subject 01

17_025 17_026 17_027 17_028 17_029 17_030 17_031 17_032 17_033 17_034 17_035 17_036 17_037 17_038 17_039 17_040 17_041 17_042 17_043 17_044 17_045 17_046 17_047 E36 36_001 36_002 36_003 36_004 36_005 36_006 36_007 36_008 36_009 36_010

Office_single Office_single Meeting room Meeting room Meeting room Meeting room Cleaning room Kitchenette Print & Copy Cleaning room Kitchenette Print & Copy Corridor Corridor Emergency staircase Emergency staircase Wardrobe Toilet Elevators Elevators HC toilet Technical room Corridor

E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17 E17

12 m² 12 m² 24 m² 12 m² 24 m² 12 m² 3 m² 8 m² 11 m² 3 m² 8 m² 11 m² 127 m² 127 m² 18 m² 18 m² 12 m² 14 m² 49 m² 49 m² 5 m² 21 m² 28 m²

Skybar Emergency staircase Emergency staircase Wardrobe Toilet Elevators Elevators HC toilet Technical room Corridor

E36 E36 E36 E36 E36 E36 E36 E36 E36 E36

485 m² 18 m² 18 m² 12 m² 14 m² 49 m² 49 m² 5 m² 21 m² 28 m²

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3 Week Subject Report – Subject 01

14 Appendix C – Elevator calculations Building type Required up‐peak handling Required interval (s) capacity (% of population/5 min) Office ≥ 14 ≤ 30

Building type and traffic mix

– Up‐peak (100 % incoming) – Mixed up‐peak (85% incoming, 10% outgoing, 5% inter‐floor – Lunch traffic (40 % incoming, 40 % outgoing, 20 % interfloor) – Lunch traffic (45 % incoming, 45 % outgoing, 10 % interfloor)

Required handling capacity (% of population/5 min) ≥ 12 %

Required average waiting time (s)

≥ 12 %

≤ 35

≥ 11 %

≤ 40

≥ 11 %

≤ 40

≤ 30

Typical nominal travel times (s) Building type Prestige Standard Basic (tpr) (tba) Office 20 25 30

Office type

Workplace Area Utilization Factor (%) (m2 per person) Prestige 12 – 14 80 Standard 10 – 12 80 Open plan 8 – 10 85 Trader floors 6 – 8 90

Where NIA is not available the following rule of thumb may be used as an initial estimate: NIA= 65 - 85 % of gross internal area (1) The floor area and population shall be obtained from Formula (2): Floor population = NIA x utilization factor⁄workplace area (2)

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3 Week Subject Report – Subject 01

Table 8 - Elevator calculation for entire height of the building

No of people Round trip time Elevator speed Nr. of passengers (80% of rated capacity) Rated capacity Average reversal floor Average nr of stops one floor run time at nominal speed stop time passenger transfer time Nr of lifts Handling Capacity Relative handling capacity Interval

1584 RTT 743.40 s 12.4 min v 2.50 m/s Pc 10.40 P 13 H 34.00 S 9.14 tv 10 ts 4.2 tp 1 12 HC [pers/5 min] 50 RHC [%/5 min] 3.2 INT [s] 61.95

Figure 37 - Elevator calculation for zone 1

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Figure 38 - Elevator calculation for zone 2

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3 Week Subject Report – Subject 01

15 Appendix D – U-value calculations Table 9 - U value calculation for facade

Glaser Diagram

Material

Thermal Thickness Conductivity

Thermal resistance

Temp. change

Temp.

-1.1

Exterior surface resistance

0.04

0.23 -0.87

DD cassette

0.03

116

0.000

0.00 -0.87

Air gap

0.005

0.26

0.019

0.11 -0.76

K-Roc Rainscreen Slab

0.15

0.18

0.833

4.83 4.08

Particle board

0.36

0.22

1.636

9.49 13.56

K-Roc Rainscreen Slab

0.15

0.18

0.833

4.83 18.39

Gypsum board

0.025

0.17

0.147

0.85 19.25

interior surface resistance

0.13

0.75 20

Sum R

3.64 Tin-Tout

U value

0.27

21.1

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3 Week Subject Report – Subject 01 Table 10 - U-value calculation for roof

Glaser Diagram

Material

Thermal Thickness Conductivity

Thermal resistance

Temp. change

Temp.

-1.1

Exterior surface resistance

0.04

0.14 -0.96

EPDM

0.01

0.75

0.013

0.05 -0.91

Therma TR26

0.12

0.022

5.455

19.30 18.39

hollow core

0.15

0.7

0.214

0.76 19.15

rockwool

0.02

0.18

0.111

0.39 19.54

interior surface resistance

0.13

0.46 20

Sum R

5.96 Tin-Tout

U value

21.1

0.17

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16 Appendix E – Renderings

Figure 39 - 3D view

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Figure 40 - 3D view

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Figure 41 - Single office

Figure 42 - Open office

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Figure 43 – Auditorium

Figure 44 - Auditorium

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Figure 45 - Reception

Figure 46 - Atrium

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Figure 47 – Canteen

Figure 48 - 40-person meeting room

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Figure 49 - 15-person meeting room

Figure 50 - Gym

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Figure 51 - Gym

Figure 52 - Skybar

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A

B

C

D

E

F

G

45000

7500

7500

7500

7500

7500

7500

1

N

8500

1

2

3

7500

3

32000

7500

2

4

8500

4

5

5

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A

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Projekt

ABD Emne

Plan_E00 1

0M

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Drawing

A.01

A

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7500

C

7500

D

7500

E

7500

F

7500

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N

7500

1

8500

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7500

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7500

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8500

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Plan_E01 1

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Drawing

A.02

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15000 7500

7500

7500

7500

7500

N

7500

45000

1

8500

1

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15000

3

7500

3

32000

7500

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0M

Projekt

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Plan_E02 1

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Nr. 11080 Format Subject 1 Dato 11/06/18 Skala 1 : 200

Drawing

A.03

A

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N

45000

7500

7500

7500

7500

7500

7500

1

8500

1

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Plan_E03 1

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Drawing

A.04

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G

45000

7500

7500

7500

7500

7500

N

7500

1

8500

1

2

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7500

3

32000

7500

2

4

8500

4

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0M

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Plan_E15 1

0M

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Nr. 11080 Format Subject 1 Dato 12/04/18 Skala 1 : 200

Drawing

A.05

A

B

C

D

E

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N

45000

7500

7500

7500

7500

7500

7500

1

8500

1

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7500

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32000

7500

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8500

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Plan_E16 1

0M

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A.06

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45000

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7500

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A.07

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45000

7500

7500

7500

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0M

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A.09

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Section_AA_BB 1

0M

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Drawing

A.10

G

Roof

E

D

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A

Roof

0

E37 ?

F

?

E37

?

E36

?

E35

?

E02

?

E01

?

E00

?

K-01

?

K-02

?

K-03

148000

4000

148000

E36 ?

144000

4000

144000

E35 ?

140000

132000

148000

160000

140000

E02 ?

8000

4000

8000

E01 ?

4000

4000

4000

E00 ?

0

4000

0

K-01 ?

-4000

4000

12000

-4000

K-02 ?

-8000

4000

-8000

K-03 ?

-12000

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-12000

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0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 12/08/18 Skala 1 : 200

Drawing

A.11

7

E37 ?

6

1

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3

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Roof

Roof

?

E37

?

E36

?

E35

?

E02

?

E01

?

E00

?

K-01

?

K-02

?

K-03

148000

4000

148000

E36 ?

144000

4000

144000

E35 ?

140000

132000

148000

140000

E02 ?

8000

4000

8000

E01 ?

4000

4000

4000

E00 ?

0

4000

0

K-01 ?

-4000

4000

12000

-4000

K-02 ?

-8000

2070

K-03 ?

-12000

1690

4000

-8000

0M

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Section B-B 1

0M

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0M

0M

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11080 Nr. A3 Format Subject 1 Dato 12/08/18 Skala 1 : 200

Drawing

A.12

E01 ?

?

4000

E01 4000

E00 ?

?

0

E00 0

K-01 ?

?

-4000

K-01 -4000

K-02 ?

?

-8000

K-02 -8000

0M

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0M

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Drawing

A.13

7

7

7300

DN

UP

6

17500

6

A

B

C

D

E

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G

1

8500

56800

1

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7500

2

3

7500

3

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8500

4

5

5

7500

A

7500

B

7500

C

7500

D

7500

E

7500

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G

45000

0M

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Plan_K-01 1

0M

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Drawing

A.14

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7

7300

DN

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17500

6

A

B

C

D

E

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G

8500

1

56800

1

2

7500

2

3

7500

3

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8500

4

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5 7500

7500

7500

7500

7500

7500

45000

A

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0M

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0M

0M

0M

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Drawing

A.15

27000

7

7

7300

UP

6

17500

6

A

B

C

D

E

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G

8500

1

56800

1

2

7500

2

3

7500

3

4

8500

4

5

5 7500

7500

7500

7500

7500

7500

45000

A

B

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E

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0M

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Plan_K-03 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/20/19 Skala 1 : 200

Drawing

A.16

Roof drain

EPDM layer

PIR insulation Hollow core slab Fire insulation

0M

Projekt

ABD

Emne

Roof drainage 1

0M

0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 01/26/19 Skala As indicated

Drawing

A.19

Membrane Aluminium parapet coping Panel fastener Dri Design casette K-Roc Rainscreen Slab Particle cement board

578

EPDM roofind Therma TR26 roofing insulation Hollow core slab

20

300

120

1

Fire insulation

600

Paroc Decibel light Hat steel beam fire insulation 23 10

150

22

150

26

0M

Gypsum boards Projekt

ABD

Emne

Roof to facade detail 1

0M

0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 01/27/19 Skala 1 : 10

Drawing

A.20

Gypsum board Baseboard Bamboo floor

Screed Rockwool insulation Hollow core slab Fire insulation

Rockwool insulation 75

Cement particle board

50

Rockwool insulation Dri Design Cassette

20

320

Support bracket

600

Acoustic ceiling

34

150

20

150

26

0M

Projekt

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Emne

Facade to intermediate floor detail 1

0M

0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 01/27/19 Skala 1 : 10

Drawing

A.21

Dri Design Cassette Rockwool insulation Cement particle board Rockwool insulation Gypsum board

Window head

Window sill

0M

Projekt

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Window detail 1

0M

0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 01/27/19 Skala 1 : 10

Drawing

A.22

Aluminium parapet coping Panel fastener

Dri esign Cassette Rockwool insulation

EPDM Perimeter drain

Pavement

PIR insulation Hollow core slab

Rockwool insulation Cement particle board

0M

Acoustic ceiling Projekt

ABD

Emne

Terrace to facade detail 1

0M

0M

0M

0M

11080 Nr. A3 Format Subject 1 Dato 01/27/19 Skala 1 : 10

Drawing

A.23

N

Room Legend Auditorium_200p Canteen Corridor Elevators Emergency corridor Emergency staircase HC toilet Kitchen Lobby Storage room Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_00 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.01

N

Room Legend Atrium Auditorium_200p Corridor Elevators Emergency staircase Gym HC toilet Locker room Massage room Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_01 1

0M

0M

0M

0M

11080 Nr. Format Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.02

N Room Legend Atrium Corridor Elevators Emergency staircase HC toilet Meeting room_15p Meeting room_25p Meeting room_40p Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E02 1

0M

0M

0M

0M

11080 Nr. Format Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.03

N

Room Legend Atrium Corridor Elevators Emergency staircase HC toilet Meeting room_15p Meeting room_25p Office Teaching room_25p Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E03 1

0M

0M

0M

0M

11080 Nr. Format Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.04

N

Room Legend Cleaning room Corridor Elevators Emergency staircase HC toilet Kitchenette Meeting room_8p Office_single Print & Copy Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E15 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 21/01/19 Skala 1 : 200

Drawing

P.05

N

Room Legend Corridor Elevators Emergency staircase HC toilet Kitchenette Meeting room_15p Open office Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E16 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/21/19 Skala 1 : 200

Drawing

P.06

N

Room Legend Cleaning room Corridor Elevators Emergency staircase HC toilet Kitchenette Meeting room Office_single Open office Print & Copy Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E17 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.07

N

Room Legend Corridor Elevators Emergency staircase HC toilet Skybar Technical room Toilet Wardrobe

0M

Projekt

ABD Emne

Presentation plan_E36 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/21/19 Skala 1 : 200 Drawing

P.08

Skybar

Office

Technical floor

Office

Technical floor

Office

Technical floor

Office

Conference and meeting rooms

Public areas Technical floor Parking

0M

Projekt

ABD Emne

Building organization 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 12/08/18 Skala 1 : 500

Drawing

P.09

Zone 1 0 to 20

36 floors

Zone 2 20 to 36

0M

Projekt

ABD Emne

Vertical circulation

0M

0M

0M

0M

Nr. 11080 Format Subject 12/08/18 Dato As indicated Skala

Drawing

P.10

DN

UP

Room Legend Corridor Elevators Emergency staircase 0M

Parking Projekt

Storage room Technical room

ABD Emne

Presentation plan_K-01 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 12/09/18 Skala 1 : 200

Drawing

P.11

DN

UP

Room Legend Corridor Elevators Emergency staircase 0M

Parking Projekt

Storage room

ABD Emne

Parking plan K-02 1

0M

0M

0M

0M

Nr. 11080 Format A3 Subject 1 Dato 01/22/19 Skala 1 : 200

Drawing

P.12