Architecture Portfolio Carlo van der Velde by Carlo van der Velde

Carlo van der Velde

Architecture portfolio. Selected works 2009-2016

This portfolio shows a selection of works done in the previous seven years. It gives an impression of the variety of work which came along my eleven-year long journey within the architectural practice. Already at young age, my interest in making and creativity inspired me to become an architect. This inspiration grew to become a passion for the design of spaces for users. I find the versatile and interdisciplinary nature of the architectural profession on all scale in particular interesting which goes beyond complex design challenges and engineering. This triggers my eager to learn more within the practice of the architect. Within architecture, I hold a passion for local craftsmanship and the integration for local sources and qualities to create architecture that fits in the context a different scales. Furthermore, a personal ongoing challenge of every project lies in the making of architecture that suits the demands of the user but also holds aesthetic qualities. Succeeding in this challenge, satisfies the need I feel for my social responsibility as an architect. With the works in this portfolio, I aim to give an impression of my skills and knowledge within the full width of the architectural profession on different scales and functions, diverging from the design of buildings to furniture, newly build to refurbished. Carlo van der Velde, 2016

2009 - 2016

CONTENTS.

REDESIGN FLOODGATES AND PUMPING STATIONHanze hogeschool, Bachelor graduation project

RESIDENTIAL CHURCH Rebuilding of a 19th century residential church

UNIVERSITY LIBRARY Pre-master main project

MASTERPLAN AND BUSINESS TOWER SHENZHEN TU/e, Master project (Dutch design week participation)

BRIDGE AND TUNNEL LINK Competition design of the bridge and tunnel link between Shenzen and Zhognshan (2nd place)

REVITALIZING THE VERNACULAR VILLAGE OF CURZUTT TU/e, Master graduation project

OTHER WORK Selection of different projects

PERSONALIA name Carlo van der Velde born 07-02-1989, Bakkeveen, (The Netherlands) live Douwelan 2 9243KX Bakkeveen The Netherlands (Temporary) tel. email website

(+31) 634 100 745 carlobakkeveen@hotmail.com www.carlovandervelde.nl

Portfolio content

Additional work experience

Sligro Foodgroup

de Valk Laan

Architectural work experience

W2N

IMD

IBA Forte

Technical school

Education

2005 2005

2006 2006

2007 2007

2008 2008

Traveling

Bachelor

2009 2009

2010 2010

2011 2011

2012 2012

2013 2013

Master

Pre- master

2014 2014

2015 2015

2016 2016

Now

2017 2017

CURRICULUM VITAE. EDUCATION august 2014- june 2016

(2 years)

august 2013- june 2014

Eindhoven University of Technology / The Netherlands

january 2009 - june 2009

Eindhoven University of Technology / The Netherlands

(1 years) Pre- master, Transition program between bachelor and master

november 2007- february 2008 (3 months)

august 2009 - june 2012 Hanze university of applied sciences, Groningen / The Netherlands (3 years) Bachelor of Applied Science (BASc), Build envrionment Main course: Architecture 1st phase The bachelor course focused mainly on architecture design and building technology. Perperation for an architectural master education.

august 2005 - june 2009 (4 years)

august 2001- june 2005

ROC Friese Poort, Drachten / The Netherlands Secondary vocational education (engineering), Technical school Main course: Building technology The education mainly focused on solving architectural issues in a theoretical and a practical way.

CSG Liudger, Waskemeer/ The Netherlands Pre- university eduacation (VMBO-TL)

FortĂŠ Forms, Groningen / The Netherlands

Founder, designer and engineer. Small design studio with a variaty of small and big projects. Resposible for the entire design proces.

june 2005 - present

november 2015 - march 2016 (4 months)

august 2011- december 2011 (5 months)

august 2007- november 2007 (3 months)

Construction company van der Laan, Marum / The Netherlands Intern Allround construction site work Architectenbureau Rein de Valk, Drachten / The Netherlands Intern Resposible for the design proces of a variaty of small and big projects. Architect assistent

HONORS

2016

2nd Prize Shenzhen - Zhongshan link competition

2015 Master project: Master plan and business tower Shenzhen Exhibited during Dutch Design week 2015 (Mind the step) (Entry for the The Global Shindler Award design competition)

SKILLS Languages: Dutch (native) Frisian (native) English (Proficient)

EXPERIENCE may 2012 - present

W2N Engineers, Drachten / The Netherlands

(5 months) Intern Resposible for the design proces of a variaty of small and big projects. Structural drawings, Architect assistent.

Master of Science (Msc.), Architecture, building and planning Main course: Architecture

Software:

Sligro Foodgroup, Drachten / The Netherlands Partime logistics planner food distribution and customer service staff.

Information Based Architecture, Guangzhou / The Netherlands & China Junior Architect Design competition Shenzhen - Zhongshan link. Partly responsible for the Architecture and Aesthetics of the project. Gained experience in working in a design team consisting of different disciplines in the Netherlands and China.

IMD Design, Willemstad / Curacao Intern Resposible for the design proces of a variaty of small and big projects. Architect assistent

SketchUp Rhino AutoCAD Photoshop Indesign Illustrator Microsoft Office 3D studio max Revit Microstation Artlantis Render Vray Render

Physical:

Sketching Model making Laser cutter 3D printer

Interests:

Architectural and urban design, history and theory

Model making

Technology (Build my own 3D printer) Running and rowing Travelling

REDESIGN CLEVERING FLOODGATES AND DESIGN OF PUMPING STATION WITH EXPERIENCE CENTRE. Lauwersoog, Friesland, The Netherlands Type: Software: Cooperation: Supervision:

Academic work (Graduation) AutoCAD, Photoshop, Indesign, Sketchup, Artlantis Chris Pekel, Jan Wouda, Borja Hernandes Marin Ir. V.A. Inja

This project involves the design of a new pumping station and the refurbishment of the existing Clevers locks in Lauwersoog as commissioned by the Water Board Noordzijldervest. The ongoing risks of the difficulty in transporting water from the Lauwersmeer to the Waddensea motivated the water board in the adding of a pumping station to the existing sluices. Next to the regulation of the water level in Groningen and Friesland the pumping station should include a visitorâ&#x20AC;&#x2122;s centre located on the boarder of the two provinces. The building should be inviting visitors to the area and inform them about the tasks and importance of the water boards. In addition, the sluices should be refurbished so they could withhold the ongoing weather conditions and deterioration caused by the sea climate. The project focuses on the design and technical development of these two buildings. The core of the project existed mainly of a good technical elaboration of the designs, which is in line with the bachelor education. One of the goals for this project was to make the building energy neutral.

1. The existing cleverings locks 2. Map of the project area with logo designs of the project 3. Birdseye view of the project designs January 2012 - June 2012

1 2

THE DESIGNS. The designs of both buildings are kept simple. The shape is both futuristic and quiet and is entirely dedicated to energy gain from sun. Slanting glass curtain walls ensure minimal sun raid but maximum experience of the surrounding context. A large shingled roof completely covered with solar panels and is angled so that both morning and evening solar energy can be extracted. The locks are on the south side covered with solar panels and are at an angle. The visual connection between the locks and the pumping station can be found in the shape and the use of materials. In the pumping station the two functions of the building are separated to keep visitors at a safe distance of the heavy machinery. Nevertheless, the pumping station can be visited by use of a visitorâ&#x20AC;&#x2122;s route. The choice of the place of both entrance is thus also determined. At the start of the corridor, the entrance areas situated. The user is guided towards the entrance in a natural way.

4. Facades of the pumping station 5. Visualisatiion of the design of the pumping station in combination with the clevering locks. 6. Concept sketch of the project 7. Birdseye view of the project designs. 4

THE PUMPING STATION. Since there are many tourists visiting the project area of this is included into the design. For this reason, a visitors- and experience centre is added to the main function of the buildings. This function aims to provide information about the main function of the buildings but also about the history of the area in relation to the water problem. One example is that the visitor can experience the operation of the pumps. Inform, do and discover are the main themes for visitors of the experience centre with the goal the raise awareness on the work of the water board. The entrance area is the first thing the user is confronted with when they enter the building. In the entrance area a number of fixed function are placed such as toilets, reception and staff facilities. The location of the entrance area is determined by the routing outside of the building. The rest of the interior of the building is changeable due to the change in function of the exhibitions. Despite that, a variety of spaces have been designed.

8. Concept sketch of the pumping station 9. Visualisation of the interior of the experience centre 10. Floorplan of the pumpingstation and experience centre 11. Technical details 8 9

11 11

THE FLOODGATES. The design of the floodgates, inspired by the province of Groningen being the granary of Europe in history, is kept simple. The locks look closed at first sight, but are interrupted in the middle. A hole has been created in the middle of the middle lock on the border of Friesland and Groningen. A horizontal slot through the heart of the locks makes room for the catwalk. The catwalk is designed to enable people to experience the interior of the locks. To make people curious to take a look inside the locks a opening has been made in the facade. The opening is approximately 2.5`g.

12. Elevations of the locks 13. Floorplans of the locks 14. Concept sketches of the locks 15. Section and elevation 12

REBUILD OF A 19TH CENTURY RESIDENTIAL CHURCH.

1. Program according to existing daylight situation

2. Preservation of the central axis as connecting element in the dwelling

Bakkeveen, Friesland, The Netherlands Type: Software: Cooperation:

3. Increase the accesibiliy to the outside

4. Increase the connection to the outside

Professional work AutoCAD, Photoshop, Indesign, Sketchup, Artlantis Chris Pekel

The rebuild of a 19th century church into a dwelling was the first project of FortĂŠ. The project started during bachelor graduation. It involved my first personal professional experience with the realizing of an actual building. By this project all my skills were put tot test and a lot of experience was gained in communicating with the different parties during the design and building process and about the building process itself. The redesigning of a local church in my hometown into a family living space came with lots of challenges and opportunities. The biggest challenge was to design a building according to the needs of the client, the government and the structural engineer

5. Preservation of the existing spatial characteristics

6. Connections between the different Nije levels Buorren

Nije Buorren

The eventual design is based on an estimation of the preferences of the client. The building was meant to be built for the biggest part by the client itself which has a profession as carpenter. This was the motivation behind many design decisions which evolved from the choice to build mainly in wood. Different versions of the design where made but the first design was eventually chosen. Currently the owner is still working on the execution of the building, as shown in the coming pages. Next to that, I am personally working on the second phase of the project which involves the design of the garden and two sheds.

701

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May 2012 - Present

1. Design concept 2. Situation of the church along the canal 3. Different historical images of the church

Maaiveld

kozijnen behouden. Nieuwe kozijnen aan de plaatsen t.b.v. de isolatie waarde.

165 1307 457 457 2728

1634 134 2728

4684

457 457

1654571307 457 983 134 4388 457 2728 1614 2728 7070

3615 1614 7070

BEGANE GROND 1E VERDIEPING

5034 1000

1000

134 3500

3500 Merk C

2.2 Overloop 7.02m²

V05

V04 V09 Merk C

BALUSTER B.K. + 1000

Merk I

457 983 134 2728

3615 1614 7070

3497

Merk B

O:219 A:210 RM

1E VERDIEPING

134 Merk I

4169

4169 1.1 Badkamer 10.45m²

457 983 134 2728

1000

Merk B' Merk I

2.1 Slaapkamer 13.95m²

1.2 Berging 1.83m²

457

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

V07 V08

2713

1.2 Berging 1.83m²

134 1290 457 2728

V08

134

V06

1000

4366 1000 Merk B'

1.1 Badkamer 10.45m²

2 7

16920 1000 6535

3523 3200

O:219 A:210

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

First floor

Merk I

1.3 Overloop 11.45m²

V06

1.2 Berging 1.83m²

1.3 Overloop 11.45m²

134 1290 457 2728

1.4 Studeerkamer 17.43m²

16920 1000 6535

Merk C

1861 1392 457

4210

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

134

134 2100

3200

134 4062

V04 BALUSTER B.K. + 1000

Merk D' Oppervlak gelijk aan 1e verd. vloer

BALUSTER B.K. + 1000

16920 1300

2.3 Slaapkamer 13.49m²

457

1.1 Badkamer 10.45m²

5034

1400 5168 4541 1300

1300 134 2100

3200

V04

V05

MerkMerk B' B

Merk B'

C.V. installatie 0.3 Garderobe 2.53m²

1.4 Studeerkamer 17.43m²

V05

134 4062

3200 H04

457 457

1861 1392 457

Merk J Merk E

2713

0.1 Entree 3.64m²

BALUSTER B.K. + 1000

3110 1300 457 1103 354 1090 134 457 1219 134 2950

H01

H03

Merk B

M.K.

0.2 Toillet 2.45m²

Ground floor

3110 1300 457 1103 354 1090 134 457 1219 134 2950 H02

3110 457 1665 457 1500 165

Garderobe 3m²

M.K.

C.V. installatie

3348 4286 6156 457

2155

Merk E

Merk D

Merk D' Oppervlak gelijk aan 1e verd. vloer

MerkMerk C C

O:219 A:210

V03

O:183 A:220

Merk B

Merk B'

Merk E

1.3 Overloop 11.45m²

0.5 Bijkeuken 14.64m² V06 V02

V01

1300

H04

16920 1300

BALUSTER MerkB.K. C + 1000

V03

Merk E

3110 1300 457 1103 354 1090 134 457 1219 134 2950

V00

3523

KEUKEN APPARATUUR

134 4062

16920 1300

D.M.

0.4 Eetkamer 22.64m²

7070 1861 2760 1392 6156457

2155

457

1400 5168 4541

1400 5168 4541 1300

V02

W.M.Merk C

4366 1000

3200 8988 9666

0.5 Bijkeuken 14.64m²

Merk C

1.4 Studeerkamer 17.43m²

3200

Merk C

2155

Merk D'Merk D

BALUSTER B.K. + 1000

O:200 A:210

3523

3200

0.6 Keuken 12.82m²

Merk E

Merk D' Oppervlak gelijk aan 1e verd. vloer

134 2100

BALUSTER B.K. + 1400 v.a. Peil

16920 1300

Merk E

O:201 A:210

Merk D

457

7070 2760 6156

2155

2110

Merk E

0.7 Woonkamer (+ 600) 26.59m²

185

134

Merk D'

457

2110

Merk E

1300

O:201 A:210

2155

O:200 A:200

1400 5168 4541

Merk E

7070 2760 6156

2155 2155 457 457

457 457

457 657

Merk F

413

4366 1000

7070 1934 6156

413

457 457

457

2155

3200

2155

ACHTER

457

ACHTERGEVEL

RECHTER ZIJGEVEL

457

RECHTER ZIJGEVEL VOORGEVEL

3615 1614 7070

Merk G Bestaande kozijnen behouden. Nieuwe kozijnen aan de Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde. binnenkant +1500plaatsen lijn t.b.v. de isolatie waarde. +1500 lijn

+2100134 lijn 1290 +26002728 lijn

457

Second floor 2E VERDIEPING 1E VERDIEPING

+2100 lijn +2600 lijn

+1500 lijn +2100 lijn +2600

2E VERD

THE DESIGN. The church was meant to be a combination of living and working. This resulted in one big space in which these functions where separated but also combined. The church was meant to be the billboard of the skills of the client as a carpenter. The church is located in the centre of the village and this comes with lots of responsibility. For decades the church was a place for local inhabitants to attend the Sunday morning mass or a place to say farewell to there love ones. Changing this into a private dwelling raised some questions within the community. For this reason, the client and us where completely open about our plans and progress and allowed visits to the church at all time. This raised lots of positive response about the design and about the way the appearance of the old church was respected. The government demanded that the front of the church could not be changed. On the other sides of the church the exiting facade openings are changed to increase the accessibility and amount of daylight. The interior is completely changed by using the existing qualities of the church.

4. Ground floor 5. First floor 6. Second floor 7. Old facades 8. New facades

7 8

INTERIOR IMPRESSIONS. The openness of the former church is clearly visible in the new design. The dwelling exists of three levels connected by bridges and voids. In this way, the relation between the different spaces is strong and separated when necessary. The design is kept simple with straight white elements in combination with wood and concrete flooring. On the ground floor the kitchen, living room and storage are located. On the first floor, an office space and the bathroom is located. On the second floor, two bed rooms are located. The first floor is accessible by two stairs.

9. View towards the second- and ground floor 10. View towards the kitchen and entrance 11.View in the kitchen towards the living room 12. view in the living room 13. View towrds the dining room 14. View to the office space

0.3 Garderobe 2.53m²

0.1 Entree 3.64m²

3497

1.1 Badkamer 10.45m²

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

457165 1307 4574684 165 1307 457 4388 457 4388 457 1634 134 457 2728 1614 2728 1614 2728 7070 7070

457 983 134 2728

3615 1614 7070

1.2 Berging 1.83m²

1000

Merk I

1.2 Berging 1.83m²

4169

Merk B'

1.1 Badkamer 10.45m²

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

457 134 9831290 134 457 2728 2728

3615 1614 7070

GRONDBEGANE GROND

1000

Merk B'

Merk B

4169

Merk B

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

Merk I

2.1 Slaapkamer 13.95m²

Merk G Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

+1500 lijn+1500 lijn +2100 +2100lijnlijn +2600 lijn+2600 lijn

1E VERDIEPING 1E VERDIEPING

V07

2.1 Slaapkamer 13.95m²

+1500 lijn +2100 lijn +2600 lijn

134 1290 457 2728

V07

V08

134

Merk A Bestaande kozijnen behouden. Nieuwe kozijnen aan de binnenkant plaatsen t.b.v. de isolatie waarde.

V08

2713

H01

O:219 A:210

457

0.3 Garderobe 0.2 Toillet 2.53m² 2.45m²

H02

C.V. installatie M.K.

M.K.

457 1665 457 1500 165

684

H04 Merk B'

C.V. installatie

H02

0.1 Entree 3.64m²

H03

Merk B'

Merk B

O:219 A:210

2713

H04

V06

457

O:183 A:220

H03

V06

3110 1300 457 1103 354 1090 134 457 1219 134 2950

O:183 A:220

V03

320

V02

4366 1000

320

V01 V03

4366 1000

V02

3110 1300 457 1103 354 1090 134 457 1219 134 2950

V01V00

+1500 lijn +2100 lijn +2600 lijn

2E VERDIEPING 2E VERDIEPING

LEN

Gevelopbouw (dragend) C: 5.3m² W/K]

ns buitenspouwblad (bestaand) htspouw dik 40mm erkerende damp open folie rzetwand CLS 38x184mm h.o.h. 600mm kwool 211 VARIO 180mm, RC=5,1m2 K/W erkerende damp dichte folie kartonplaten 12,5mm natte cel vochtwerende gipskartonplaten)

Wandopbouw (dragend)

kartonplaten 12,5mm natte cel vochtwerende gipskartonplaten) 38x120mm kwool 211 VARIO 120mm, RC=3,4m2 K/W kartonplaten 12,5mm

+9605

nokhoogte

Wandopbouw

kartonplaten 12,5mm natte cel vochtwerende gipskartonplaten) 38x89mm kwool 211 VARIO 80mm, RC=2,25m2 K/W kartonplaten 12,5mm natte cel vochtwerende gipskartonplaten)

F F

+7677 o.k. hanebalk

2.3 Slaapkamer 13.49m²

2.2 Overloop 7.02m²

2.1 Slaapkamer 13.95m²

2.2 Overloop 7.02m²

2.1 Slaapkamer 13.95m² 1000

2.3 Slaapkamer 13.49m²

2250

2.2 Overloop 7.02m² I

+5593 2e verdieping

V10

HEA200

V10

UNP180 HEA200

V10

HEA200

UNP180

+5593 2e verdieping

+5593

V09

2e verdieping

HEA200

2250

erlayment 18mm en uitvullatten 38x27mm en balklaag 38x240mm h.o.h. 300mm er Systemroll 1000 140mm, RC=5,0m2 K/W p open folie andhouder dik 29mm elwerk 22x44mm kartonplaten 9,5mm

1000

Vloeropbouw

2x UNP180

0.4 Eetkamer 22.64m² H

0.2 Toillet 2.45m²

+2737 1e verdieping

A Bestaande fundering is een aanname.

875

Section A-A

3800 875

3800 1700

1700

17003400

875 3400

V04aC

2506

+2737

0.5 Bijkeuken 14.64m²

=0 Maaiveld Peil b.k. afgew. vl.

1.4 Kantoor 12.97m²

1e verdieping

0.2 Toillet 2.45m²

b.k. afgew. vl.

1.4 Kantoor 12.97m²

0.5 Bijkeuken 14.64m²

=0 Maaiveld Peil b.k. afgew. vl.

0.6 Keuken 12.82m²

2506

0.4 Eetkamer 22.64m²

V11

1.3 Overloop 16.25m²

2506

Keuken apparatuur

2506

1600 1000

2506

0.6 Keuken 12.82m² Keuken apparatuur

V11

1.3 Overloop 16.25m²

1.1 Badkamer 10.45m²

1836

1.1 Badkamer 10.45m²

1836

2506

600

Peil = 0

1.3 Overloop 16.25m²

1000

1000 B

1600 1000

+550 b.k. afgew. vl.

Maaiveld

0.7 Woonkamer 0.6 Keuken (+ 550) 26.59m² 12.82m²

0.7 GWoonkamer (+ 550) 26.59m²

4710

+2737 1e verdieping

1.3 Overloop 16.25m²

1.4 Kantoor 12.97m²

2506

1.4 Kantoor 12.97m²

2506

0.6 Keuken 12.82m²

V04b

Bestaande fundering is aanname.

Bestaande fundering is een aanname. 1200

875

Section B-B

1750

1200

1750 1750

1200

1750

1200

1750

3400 (WT) (GS) (VW) (WM) (DR) (CV) (CL) (STL) (HWA) (Bestaand) (O.S.)

Bestaande fundering (aanname)

BEGANE GRONDVLOER

1300

900

Sondering volgens onderzoek Kuik bv d.d. 01-09-2012

8-150

Onthgraven tot 1300mm onder dorpel (indien dan geen goede zandlaag dieper ontgraven) Na ontgraven aanvullen met zand tot onderkant poeren en beganegrondvloer Zandbed in lagen van 200mm aanbrengen en goed verdichten Grondwaterstand verlagen tot min 500mm onder het ontgravingsniveau

FUNDERINGSBALK 300x300mm

1200

650

O.S.

1750

2500

1750

1200

2500

hrsp. 6-300

Conusoppervlakte = 1cm2 600

Poer 400x400mm op vaste

2 STIJLEN 38x184mm

A DB

2 STIJLEN 38x184mm

x19

2 STIJLEN 38x184mm

RANDBALK 46x196mm

2 STIJLEN 38x184mm 2 STIJLEN 38x184mm

2 STIJLEN 38x184mm

2 STIJLEN238x184mm STIJLEN 38x184mm

2 STIJLEN 38x184mm

D AN

m 96

BALKLAAG 71x196mm h.o.h. 480mm

2 STIJLEN 38x184mm

STL

2 STIJLEN 38x184mm BAD WT

RANDBALK 59x171mm CL

Ø50 2 STIJLEN 38x184mm

BESTAAND METSELWERK STIJLEN 38x184mm RANDBALK 259x171mm

Houten balklaag 59x171mm voorzien van 18mm underlayment BESTAAND METSELWERK (lijmen + schroeven Ø4 h.o.h. 150mm) 2 STIJLEN 38x184mm Afmeting en positie van de sparingen in overleg met2 STIJLEN architect38x184mm en installateur

First floor

Houten balklaag 59x171mm voorzien van 18mm underlayment (lijmen + schroeven Ø4 h.o.h. 150mm) 1E VERDIEPING

300

400

500

Uitvoering: - Alle te lassen verbindingen, rondom lassen (elektrisch) - Bij materiaaldikte d<6 mm, hoeklassen 1.2 x d - Bij materiaaldikte d>6 mm, hoeklassen min 6 mm 500 - Bouwkwaliteit 8.8, Ankerkwaliteit 4.6 - Ankers en schroefbouten, sheradiseren (15-25 mu), boutverbindingen 400 van getoogde liggers na montage nadraaien 300 - Stelvoeg onder voetplaten van kolommen, 30mm 200 - Stelvoeg onder oplegging van balken, 30mm 100 - Ondersabelingsmortel staalconstructie: Gietmortel krimparm-expanderend, Sterkteklasse: K40, Milieuklasse: 2 0 100 400 500 200 300 - In te storten ankers t.b.v. staalconstructie volgens ankerplan Diepte (mm) -> leverancier - Staalconstructie uitwerken aan de hand van tekening en hoofdberekening Kuik Houtconstructie volgens NEN-EN 1993-1-2 - Kipstabiliteit van de stalen liggers wordt verzorgd door de houten balklaag Staalkwaliteit: S235JRG2 Behandeling van het staal volgens bestek. - Tijdens het aanbrengen van de staalconstructie te zorgen voor voldoende montageverband 600

Staalconstructie

Uitvoering: - Alle te lassen verbindingen, rondom lassen (elektrisch) - Bij materiaaldikte d<6 mm, hoeklassen 1.2 x d - Bij materiaaldikte d>6 mm, hoeklassen min 6 mm Houtconstructie volgens NEN-EN 1995-1-2 - Bouwkwaliteit 8.8, Ankerkwaliteit 4.6 Sterkteklasse bouw- constructie hout: C18 of C24 - Ankers en schroefbouten, sheradiseren (15-25 mu), boutverbindingen van getoogde liggers na montage nadraaien(zoals aangegeven in de statische berekening) - Stelvoeg onder voetplaten van kolommen, 30mm - Stelvoeg onder oplegging van balken, 30mmGordingen en balklagen voorzien van de gebruikelijke verankeringen - Ondersabelingsmortel staalconstructie: Gietmortel zoals haakankers, opwaaiankers, muurplaatankers, koppel- en krimparm-expanderend, Sterkteklasse: K40, Milieuklasse: 2 strijkankers, enz. - In te storten ankers t.b.v. staalconstructie volgens ankerplan leverancier - Staalconstructie uitwerken aan de hand van tekening en hoofdberekening Kuik - Kipstabiliteit van de stalen liggers wordt verzorgd door de houtenvolgens NEN-EN 1992-1-2 Betonconstructie balklaag Betonkwaliteit: C20/25 x C1 - Tijdens het aanbrengen van de staalconstructie te zorgen voor Betonstaalkwaliteit: B500 voldoende montageverband

Houtconstructie

2 STIJLEN 38x184mm

x19

BALKLAAG 71x196mm h.o.h. 480mm

UNP 180

Betonconstructie Cement: CEM III 42,5 LH HS

VOORZETWANDEN 38x185mm h.o.h. 600mm

BALKLAAG 71x196mm h.o.h. 300mm

50x50x4

UNP 180

BALKLAAG 71x196mm h.o.h. 480mm KOLOM 100x100x6.3mm

2x 60x6mm

KOLOM 100x100x6.3mm

HEA 200

2 STIJLEN 38x184mm

2x 60x6mm 2x 60x6mm

50x50x4 50x50x4

UNP 180

2 STIJLEN 38x184mm

BALKLAAG 38x140mm h.o.h. 300mm 2x 60x6mm

2x 60x6mm

2x 60x6mm BALKLAAG 38x140mm h.o.h. 300mm

KOLOM 100x100x6.3mm

HEA 200

Houtconstructie

Betonconstructie Betonconstructie volgens NEN-EN 1992-1-2 Betonkwaliteit: C20/25 x C1 Betonstaalkwaliteit: B500 Cement: CEM III 42,5 LH HS Laslengtes wapening:

8 = 400mm 6 = 300mm

C:\Users\Carlo\Dropbox\Forté Forms\Marketing\Forté Logo2.jpg

` KOLOM 100x100x6.3mm

UNP 160

2 STIJLEN 38x184mm

KOLOM 100x100x6.3mm

UNP 160

HEA 200

BINNENWANDEN 38x120mm h.o.h. 600mm 2 STIJLEN 38x184mm BINNENWANDEN 38x120mm h.o.h. 600mm

KOLOM 100x100x6.3mm

Project

2 STIJLEN 38x184mm

Houten balklaag 71x 196mm voorzien van 18mm underlayment BESTAAND METSELWERK (lijmen + schroeven Ø4 h.o.h. 150mm) 38x184mm STIJLEN 38x184mm Afmeting en positie van de2 STIJLEN sparingen in overleg2met architect en installateur

Second floor

2E VERDIEPING

Houten balklaag 71x 196mm voorzien van 18mm underlayment (lijmen + schroeven Ø4 h.o.h. 150mm)

ing. C. van der Velde ing. J. Wouda ing. C. Pekel

Opdrachtgever

Dhr. M. Bakker Tjerkewal 8 9243JT Bakkeveen T: 06-11060279 E: Mark_bakker@msn.nl

16. Sections of the church 17. Foundation plan 18. Plans of the upper floors

Project

VERBOUW WOONKERK TJERKEWAL 8 TE BAKKEVEEN

VERBOUW WOONKERK Opdrachtgever TJERKEWAL 8 Dhr. M. Bakker TE BAKKEVEEN Tjerkewal 8

RANDBALK 46x196mm

ing. C. van der Velde ing. J. Wouda ing. C. Pekel

FORTÉ FORMS Douwelan 2 9243KX Bakkeveen T: 06-34100745 E: Info@forteforms.com www.forteforms.com

BESTAAND METSELWERK 2 STIJLEN 38x184mm RANDBALK 46x196mm

FORTÉ FORMS 15. Technical details Douwelan 2 9243KX Bakkeveen T: 06-34100745 E: Info@forteforms.com www.forteforms.com

2x 60x6mm 2 STIJLEN 38x184mm

8 = 400mm 6 = 300mm

Gordingen en balklagen voorzien van de gebruikelijke verankeringen zoals haakankers, opwaaiankers, muurplaatankers, koppel- en strijkankers, enz.

C:\Users\Carlo\Dropbox\Forté Forms\Marketing\Forté Logo2.jpg

UNP 160

2x 60x6mm

50x50x4

Laslengtes wapening:

Houtconstructie volgens NEN-EN 1995-1-2 Sterkteklasse bouw- constructie hout: C18 of C24 (zoals aangegeven in de statische berekening)

UNP 160

50x50x4

VOORZETWANDEN 38x185mm h.o.h. 600mm

RANDBALK 59x171mm

2 STIJLEN 38x184mm

200

Staalconstructie

CL RANDBALK 59x171mm

80x80x5

Ø50 WT RANDBALK 59x171mm

STL

100

2 STIJLEN 38x184mm Conusoppervlakte = 1cm2

x19

2 STIJLEN 38x184mm

BALKLAAG 71x196mm h.o.h. 480mm

RANDBALK 59x171mm

2 STIJLEN 38x184mm

HEA 200

BALKLAAG 71x196mm h.o.h. 480mm

BAD

RANDBALK 59x171mm

BALKLAAG 59x171mm h.o.h. 480mm

80x80x5

RANDBALK 59x171mm

2 STIJLEN 38x184mm

BALKLAAG 38x140mm h.o.h. 600mm

BALKLAAG 59x171mm h.o.h. 480mm

VOORZETWANDEN 38x185mm h.o.h. 600mm

2 STIJLEN 38x184mm 2 STIJLEN 38x184mm

mm KLOSSEN 2x30x170 RANDBALK 30x171mm

BALKLAAG 38x140mm h.o.h. 600mm BINNENWANDEN 38x120mm h.o.h. 600mm

2x 59x171mm

2 STIJLEN 38x184mm

BINNENWANDEN 38x120mm h.o.h. 600mm

RANDBALK 59x171mm

2 STIJLEN 38x184mm

RANDBALK 59x171mm

2x 59x171mm

mm KLOSSEN 2x30x170 RANDBALK 30x171mm BALKLAAG 59x171mm h.o.h. 600mm

RANDBALK 59x171mm VOORZETWANDEN 38x185VOORZETWANDEN h.o.h. 600mm 38x185 h.o.h. 600mm

RANDBALK 30x171mm KLOSSEN 2x30x170mm

2x 59x171mm

2 STIJLEN 38x184mm

BALKLAAG 59x171mm h.o.h. 600mm

RANDBALK 59x171mm

2 STIJLEN 38x184mm

VOORZETWANDEN 38x185mm h.o.h. 600mm

RANDBALK 59x171mm

2 STIJLEN 38x184mm

Onthgraven tot 1300mm onder dorpel (indien dan geen goede zandlaag dieper ontgraven) Na ontgraven aanvullen met zand tot onderkant poeren en Houtconstructie volgens NEN-EN 1993-1-2 beganegrondvloer Zandbed in lagen van 200mm aanbrengen enStaalkwaliteit: goed verdichten S235JRG2 Grondwaterstand verlagen tot min 500mm onder het Behandeling van het staal volgens bestek. ontgravingsniveau

KOLOM 100x100x6.3mm

UNP 180

50mm (DC) (O.S.)

Ontstoppings stuk 2x 59x171mm

VOORZETWANDEN 38x185mm h.o.h. 600mm

Douche

RANDBALK 59x171mm

Diameter van afvoerbuis RANDBALK 30x171mm Wastafel 50mm (WT) Closet 110mm m (CL) 2x30x170m Standleiding 110mm (STL) KLOSSENBad 50mm (BAD)

2 STIJLEN 38x184mm

100

Grafiek conusweerstand verdicht zanbed

KOLOM 100x100x6.3mm

VOORZETWANDEN 38x185mm h.o.h. 600mm

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Diameter van afvoerbuis

BALKLAAG 71x196mm h.o.h. 300mm

(WT) (CL) (STL) (BAD) (DC) (O.S.)

200

Diepte (mm) ->

50mm 110mm 110mm 50mm 50mm -

300

BEGANE GRONDVLOER

Sondering volgens onderzoek Kuik bv d.d. 01-09-2012

2 STIJLEN 38x184mm

Wastafel Closet Standleiding Bad Douche Ontstoppings stuk

400

2 STIJLEN 38x184mm

500

Gestorte betonvloer 150mm dik Cementdekvloer 50mm dik Afmeting en positie van de sparingen in overleg met architect en installateur

FUNDERING

RANDBALK 46x196mm

The structure mainly exists of a combination of wood and steel. The bridges and higher spaces made the design challenging for the structural engineer.

Grafiek conusweerstand verdicht zanbed

650

Conusweerstand (N) ->

HWA aangesloten op gescheiden gemeente stelsel (aanname) Ø160

2 STIJLEN 38x184mm

8-150

Gestorte betonvloer 150mm dik Cementdekvloer 50mm dik Afmeting en positie van de sparingen in overleg met architect en installateur

1200

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RIOLERING

1500

650

hrsp. 6-300

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

50mm 50mm 50mm 50mm 50mm 32mm 110mm 110mm 80mm -

Ø125

O.S.

2 STIJLEN 38x184mm

Wastafel Gootsteen Vaatwasser Wasmachine Droger CV Closet Standleiding Hemelwater afv. Ontstoppings stuk

1300

2500

hrsp. 6-300

Conusweerstand (N) ->

Ø110

1750

FUNDERINGSBALK 300x300mm

875

WT CL

1750

FUNDERING 900

Ø125 VWA aansluiten op gescheiden gemeente stelsel

STL

1700

FUNDERINGSBALK 300x300mm

Poer 400x400mm op vaste

1200

3400

Ø110

O.S.

2500

1700

650

O.S.

Diameter van afvoerbuis

O.S.

After the design phase, drawings where made for application for a building permit. This involved a full set of technical and structural drawings. In this phase, communication with the structural engineer was essential.

8-150

3400

3800

150 -50

HWA

Ø80

HWA

0 900

BALKLAAG 71x196mm h.o.h. 480mm

RIOLERING

TECHNICAL ELEBORATION.

hrsp. 6-300

Project nummer

2012-01

9243JT Bakkeveen Project nummer T: 06-11060279 2012-01 E: Mark_bakker@msn.nl

OLE

HWA aangesloten op gescheiden gemeente stelsel (aanname) Ø160

Ø80

1500 900 1750 1300 1750

1700

O.S.

Ø50

1300

FUNDERINGSBALK

Ø125 Ø80 VWA aansluiten op gescheiden gemeente stelsel

1500

FUNDERINGSBALK 300x300mm 300x300mm

1300 1200

900

875

Ø125

1300

1700

O.S. GS

Bestaande HWA (aanname)

Ø110

(WT) (GS) (VW) (WM) (DR) (CV) (CL) (STL) (HWA) (Bestaand) (O.S.)

3400

CV WT

50mm 50mm 50mm 50mm 50mm 32mm 110mm 110mm 80mm -

3400

Ø110

Vaatwasser Wasmachine Droger CV Closet Standleiding Hemelwater afv. Ontstoppings stuk

Ø110

HWA Wastafel Gootsteen

AL SB ING ER mm ND 00 FU 00x3 3

Diameter van afvoerbuis

HWA

STL

900

300

0 50

O.S.

1275

FUNDERINGSBALK 300x300mm

875

O.S.

1275

HWA

Ø80

HWA

1200

1700

1750

1700

1200

Tekening

BESTEK TEKENING

Schaal 1:100

15 16

17 16

THE CURRENT SITUATION. The client is approaching the finishing stage of the project. The building process took longer then expected due to the limit available time of the client and the fact that the client was the only builder. During the building process, the building site was frequently visited to help in building and in solving problems.

19. Images of the bridge and bed rooms 20. Images of the living room and kitchen 21. Image of the void 22. Overview of the interior

19 19

1. Basic volume

4. Transparancy to create a connection between the square and the green area

2. Adjustment for view towards the context

5. Subtle transition between square and library

3. Intuitive organization

6. Adding of sun protection

DESIGN OF AN UNIVERSITY LIBRARY. Harderwijk, The Netherlands Type: Software: Cooperation: Supervision:

Academic work (Pre-Master) AutoCAD, Photoshop, Sketchup, Artlantis Individual dr. J.C.T. Voorthuis

This project is part of a master plan for a university campus in Harderwijk. The master plan was a cooperative design and part of the main project for the Pre-Master. Within this master plan, each individual student was to design a specific building. The university library is one of the main buildings located on the central square of the campus. The aim for this design was to provide a place in which information could be stored and accessed by the students of the university with an eye to the future of the library in general. In the world of information exchange, and including that of libraries, there is an ongoing trend of digitization. Although many of us still prefer a physical book, there is a clear increase in the use of digital information, especially in the educational system. The design of this library is all about this event. The building provides information for students in a combination of digital and physical media. Next to that, the library supports an international database of freely accessible books and information. To contribute to this database, information created by the university and the books in the collection undergo an ongoing digitalization to be global accessible. The participation in sharing knowledge is not only for the greater good but can also put a new university on the global map.

1. Concept description 2. Situation of the central square of the university 3. Elevations and section 4. The central hall of the library August 2013- January 2014

7. Combining the different elemens and adjusting the sun protection

37500

Studeerplekken met vaste computer

Studeerplekken met vaste computer Studeercabines

Kantoorruimte

Expositieruimte

Expositieruimte Kantoorruimte

Studeerplekken

Groeps studieruimte

Keuken

Informatie desk

Groeps studieruimte

Stilte zone

Kantoorruimte

Filmzaal Groeps studieruimte

Groeps studieruimte

Archief

Repro Archief

Archief

Kantoorruimte

Groeps studieruimte

Kantoor/ Scanruinte

Instalatieruimte Instalatieruimte

Instalatieruimte

Bar Zoek Service desk

26400

27300

Opslag

Serverruimte

Keuken

Opslag Opslag

Opslag Instalatie ruimte

Winkel Opslag Studeerplekken Ontvangstbalie

Archief

Studeerplekken

Archief

Miva

Archief

Menza Lift

Receptie

Lift

Miva

Archief

Vergaderruimte

Lift

Lift Arena

Vergaderruimte Vergaderruimte

Studeerplekken met vaste computer

Expositieruimte

Studeerplekken met vaste computer Studeerplekken

Vide

Studeerplekken

Vide

51500

Terras

First floor

Second floor

37500

Studeerplekken met vaste computer

Kantoorruimte

Expositieruimte

Studeerplekken met vaste computer

Studeerplekken

Groeps studieruimte

Expositieruimte Kantoorruimte Groeps studieruimte

Keuken

Groeps studieruimte

Archief Kantoorruimte

Archief

Groeps studieruimte

Groeps studieruimte Instalatieruimte

Instalatieruimte

Repro Archief

Zoek Service desk

Archief

27300

Kantoorruimte

26400

Ground floor

Kantoor/ Scanruinte Instalatieruimte

Bar

Opslag

Serverruimte

Opslag Studeerplekken

Keuken

Studeerplekken

Opslag Winkel

Miva

Archief

Lift Ontvangstbalie

Archief

Lift

Archief

Vergaderruimte Menza Lift

Receptie

Lift

Studeerplekken met vaste computer

Vide Vide

51500

Expositieruimte

Terras

Kantoorruimte

Expositieruimte

Expositieruimte Kantoorruimte Keuken

Kantoorruimte

Repro Archief

Archief

Kantoorruimte Kantoor/ Scanruinte Instalatieruimte

Bar

Opslag

Serverruimte

Keuken

Facade detail

Opslag

Winkel

Ontvangstbalie

Archief

Vergaderruimte Menza Lift

Receptie

Lift

THE DESIGN. The design provides space for students to study and employees to manage the contribution of the library to the international database. This means, that the physical book is not as dominant present in this library than we used to. The biggest amount of space in the library is meant to provide a space for students, and nearby inhabitant, to study and access the digital database. This is can be done in the study landscapes and access points, which all have a different character, atmosphere and scale depending on the demands of the user. Nevertheless, the physical book gets a special place in this library. The design of the facade carries the metaphor of the book disappearing from the bookshelves. For this reason, on first sight this library seems empty but after accessing its main hall an impressive wall of books becomes visible. The book has become on symbol in this library. The main hall provides storage for all the works and documents produced by the university and can be considered as a wall of fame. After all, the amount of information produced by the library is more impressive visible when printed and can be a motivation for the students. The library combines studying and leisure. Its design provides access from the central square to a park like area behind the library which can be used for different study and leisure related activities. Next to that, the library promotes a social way of studying. In this, communication is the main theme. Programmatic, this is encouraged by the integration of a Mensa and discussion places. 5. Floorplans 6. View of the front of the library 7. Interior view of the entrence 8. View of the back of the library 5 6

7 8

The physical model.

The facade of the building is design to be both transparent and closed. The combination of a curtain wall of glass and laminated wood with wooden louvers provides a good view for the users inside the building but ensures privacy from outside for the upper levels library. The plinth of the building is completely open to make the activities in the library partly visible. In the physical model this becomes visible.

The front side and the backside of the building are connected by a viewing line from both entrances with the goal to make the green area behind the library accessible. 8. Viewing line connecting both entrances 9. view of the square in front of the library 10. Overhang of the facade above the seating area of the Mensa 11. The openness and density of the facade 12. Overview of the building

MASTERPLAN AND BUSINESS TOWER SHENZHEN. Grounding Altitudes

Traditional Highrise

Future highrise

Shenzhen, China Type: Academic work (M1) Software: AutoCAD, Photoshop, Indesign, Sketchup, Artlantis, Illustrator, Rhino, Grasshopper, Premiere Cooperation: Jan Wouda, Xinxin Piao ELEVATED GREENERY Supervision: Ir. Mark Hemel and Ir. BarbaraAND KuitTRANSPORTATION A working model of the layer that will be built on top a selection of warehouses. They will be intertwined and woven in the whole area providing for easy access and quick transportation.

The Global Shindler Award competition participation and master project of a masterpland and business tower which aims to solve the urbanisation and urban density problem in Shenzhen with a new high-rise proposal. This project is exhibited during Dutch design week 2015 (Mind the step) and nominated for the Anarchi Architecture Awards for best project of the semester.

Our whole society is geared towards being flexible and adaptable to change. This translates into everything being basically disposable, ranging from new clothing every now and then, replaceable electronics every few years to even replacing whole buildings. This becomes especially evident in Shenzhen. People here are not only flexible in terms of the aforementioned, but they are (forced?) to adapt TRANSITIONING to a completely new city. URBAN VILLAGE Freshly built structures are considered obsolete The often atransition time-frame Urbanwithin Villages will into high quality building block through 3 stages: 1. Current stage as is; Urban Village of just a couple of years. The economy and society requires these buil2. Transitional stage; Urban village mixed with public spaces. Patches of low quality urban villages will be demolished to be replaced by green public spaces. dings to be disposable. suffi 3. Final form; New residential building blocks will replace the remained of the urban villages with suffi-

Transformation urbanTRANSITIONING villages URBAN VILLAGES

cient ammount of public space.

Therefore the term mobility doesnâ&#x20AC;&#x2122;t only apply to traffic, or being able to move, but rather for whole parts of city/buildings/infrastructure to be mobile/flexible too. It has been proven that predicting a cityâ&#x20AC;&#x2122;s future is unrealistic and often leads to shortcomings. It is therefore wise to make structures that are designed for being adaptable to change, expansion and growth. 1. Concept diagram highrise 2. Concept diagram transformation of the urban villages 3. Diagram of the second groundlevel and core 4. Explaination master plan 5. Physical model of the master plan

September 2014- January 2015

1 2 3

5 4

4 5

Second groundlevel

Business core

Physical model masterplan

MASTER PLAN. The problems posed to the life of a Shenzhenese can, in our vision, be solved by bringing all the necessary amenities within reach. Linking the high-rise buildings will save people the time and effort it takes to go all the way down from a structure, in order to move to another structure all the way up again. This will cause new â&#x20AC;&#x2DC;ground levelsâ&#x20AC;&#x2122; to emerge in the air, bringing new ways of life along with it. These buildings will furthermore form a community that can function autonomously but are strengthened by the existing city and the master plan. People living high up in the air now lack the public facilities that are provided for on the ground level. This project aims to supplement what is missing in the private space, with public domain on higher altitudes. The aim is to interlink and centralize the functions surrounding the area. Furthermore if we take in the account the expansion and the relocation of the Shenzhen Economic Zone (SEZ) we can clearly see the functions shifting along with it. We propose three cores in our area, that would house different functions. The Southern, and most prominent core offers space for business. The second core, located at the heart of the plot, but less prominently present (in terms of size/height) is the commercial centre providing a stage for all the functions surrounding us to advertise and sell their products. The Northern part accommodates the third core for a Knowledge centre. Research & Development for commerce, industries and business will take place here.

6. Overview of the district 7. View of the vexhub and business tower

Transportation.

Different areas of the master plan are car free, the Vehicle exchange hub is the gateway to these plots. It is a place where regulars and visitors arrive by the traditional means of transportation like walking, car and public transport, which they will exchange into something that causes no pollution, and is more suitable for the area. The three main modes of transport on the area will be: 1. Cycling: an ECOCYCLE unit will provide visitors the access to exchange to a bicycle. This system is an existing system in

Japan, but itâ&#x20AC;&#x2122;s made for underground storage. Whatâ&#x20AC;&#x2122;s different in our situation is that the storage is above ground, provides structural support and can be used as vertical transportation as well. 2. eCARt: an alternative to the bicycle is the eCart system where people have access to small electric vehicles stored in a core designed especially for this purpose. This again provides for vertical transportation as well as structural support. 3. Walking: perhaps the most realistic alternative to all, not only because of suitable infrastructure, but also because of the small distances one has to cover.

9. View of on of the bridges 10. View of the vex hub and business tower connected to the surrounded urban fabric 11. Pictures of the exhibition during the Dutch design week 2015

11 11

SKETCH DESIGN BUSSINES TOWER. The second part of the project was the eleboration of one of the buildings in the master plan. The choice was made to design one of the building of the main core which can reflect the overall concept of the project. The design in this phase is of an office building, toghether with the verhicle exchange hubs part the most importand types buildings in the concept and is part of the main bussines core The core can be explained the best as a business ecosystem. Together, the buildings form a community that can partly function on its own within the existing city and the master plan. Every bridge level has its own theme. The functions within the tower are arranged with these themes in mind. Around the bridge levels the most of the public functions are located. Every tower has its own main function and together they work as a whole. By connecting the towers with bridges an upper city life community arises. Although the different cores in the master plan form their own ‘’ecosystem’’ and contain every function, of an existing city, they can be expanded by adding new towers with new functions. The cone shape of the building is based on the people movement within the tower. The amount of people moving through the tower decreases towards the top. Less people use the top bridges then the ones at the bottom making the size of the building smaller. The amount of public spaces also decreases, making the amount of space for the buildings main functions possible and bigger.

12. Movement concept 13. Design steps 14. Views of the core 15. Section of the tower 16. Views of the bridges 12 13 14

16 15 16

FINAL DESIGN. The current situation shows a big difference between the building and the streets surrounding it. In the public business tower we implemented the concept of vertical Street. With the adding of public space the building becomes a transition zone between the ground floor and the upper city life. In the main atrium, in which the public space is located, an escalator is placed to make it possible to ‘’walk’’ from the bottom to the top of the tower like the streets that we know. From the ground floor to the 1st bridge a bike ramp will provide direct access for bikes to go enjoy the upper city life. The building structure is based on the possibility for bridges to connect at every place. The structure will be able to carry the weight of the bridge as well as the weight of the tower. The atrium plays a big role in the building concept. It is provided with continuous airflow and greenery making good working conditions possible. The business tower is located in the main core of the master plan. Its one of the five buildings in the business core and provides space for offices and public functions. The building is functioning as a vertical street to connect the different ground floors in the master plan by 4 bridges. It’s creating the connection between existing city and the upper city life. Bridges function as ‘’junctions’’ between buildings and the connecting the different vertical streets in the master plan. The 24 meter level is based on mobility and the intersection of bicycles, the bridge on 100 meters provides greenery, the bridge at 200 meters provides public entertainment functions and the bridge at 300 meters is providing public functions for business people and has more luxury than the other bridges. 17. Elevation of the final design 18. Section of the tower 19. Programmatic diagram 20. Concept diagram 21. Structural diagram 22. Views of the athmosphere 19 17

20 21

Cage

Glass facade

Floor structure

Base beam

Floor structure

Glass facade

Arc structure

Total bridge structure

` beam Cage +

Total bridge + facade

Arc structure

Total cage structure

Total bridge

Cage + floor structure

Total bridge + floors

BRIDGE STRUCTURE Isometric views

THE BUSINESS TOWER. The main structure of the tower exists of four cores inside the building which are also used for the elevator system in the building. The floors of the tower are supported by a construction consisting of a hanging steel frame construction connected to the cores. At the end of this steel frame there runs a steel ring witch is the main connection to the façade. The bridges are connected on the façade cstructure by using ‘steal belts’ formed in an organic way. The façade on the levels of the bridges are mostly open, so the user can move easily and in a quick way trough the buildings. The overall atmosphere of the tower and especially the bridges is one of openness, interactivity and spontaneity. Being able to make decisions to destination on visual cues is vital in increasing the urban street life in a skyscraper.

23. Interior view 24. Different floorplans of different levels 25. Floorplan of one of the levels 26. Section of an bridge level 23

BRIDGE AND TUNNEL LINK. Shenzhen - Zhongshan, China

Type: Professional work Software: AutoCAD, Indesign, Photoshop, Sketchup, Artlantis, Rhino Cooperation: (Aesthetics) Information Based Architecture, Mark Hemel, Barbara Kuit, Carlo van der Velde and Rodj Ommar. Other parties project team; (Tunnel Engine ring) TEC Enginering, (Visuals) Frontop, (Enginering) Guangdong Province Communications Planning & Design Institute Co., Ltd A design for the coast to coast link in Guangdong, China, to include two key suspension bridges. One of which would be the second largest suspension bridge of the world. The design is part of a competition for which is was ask to participate by IBA. The Chinese way of thinking became very clear in this project. This is one of the very educational of this intercontinental project in which i had to change to participate. The Chinese design culture is visible in the presentation of this project and the explanation of the concepts. This is deviating from the rest of the projects in this portfolio. The new Shenzhen-Zhongshan Link will shorten distinctively the commuting distance of the two economic circles sitting on the east and west shores of the Pearl River, increasing the interactions of related industries and complementing strengths between them.Shenzhen-Zhongshan Link is not only a corridor for Shenzhen and Zhongshan, but carrying a strategic importance to Nansha, Qianhai, Cuiheng and Hengqin areas of the city of Guangzhou, Shenzhen, Zhongshan and Zhuhai respectively. Upon completion of the link, the travel time from Shenzhen to Zhongshan will be significantly reduced, from more than two hours to twenty minutes in clear traffic.

1. Overview of the link 2. Concept images of the different elements in the link 3. Overview of the link

November 2015- March 2016

2 3

DESIGN CONCEPT. The bridge link consists of several individual elements that are tied together to form a continuous journey. To achieve coherence between the individual elements is to us of utmost importance. We aim to generate harmony in two different ways. Â The first method is through the use of a common technique and geometry that is tangible through the whole link. Both bridges are painted by shadows and have as their towers a similar profile, representing a picture of two same kind of birds in a different state of flight. For the smaller cable-stayed bridge the bird appears to be quietly landing on the water surface, resting calmly near the shore and satisfied with its home. The main suspension bridge is like a big bird getting ready for adventure, spreading and flapping its wings fully and ready to take flight afar. To generate a feeling of wholeness we envisioned the towers of the two bridges to have geometrical aspects in common with both the causeway tunnel and islands.

4. Views of the bridges 4 4

4 4

THE ISLAND. As the second method we aim for coherence of journey. This includes the journey from east to east over the bridges and through the tunnel, and as well vice versa. To generate coherence we use a certain storyline, which tells any visitor or user a story, which begins with the approach of a recognizable entrance to the link, and one is guided through a story consisting of a sequence of horizontal movements which are accentuated by certain vertical jumps and slopes and horizontal bends and curves, together creating a set of various diverse experiences tied together by speed. The island provides a visitors centre which could be a stop for travellers on the bridge link. The functions on the island exist of conference spaces, fitness areas and various leisure functions. It could be a place for users to take a break in a different area in which they used to.

5. Sections and view of the island 6. Topview of the island 7. View of the causeway 8. View of the island 9. View of the tunnel 10. Views of the bridges 5 6

8 9

REVITALIZING THE VERNACULAR VILLAGE OF CURZUTT Bellinzona area, Switzerland Type: Academic work (Graduation) Software used: AutoCAD, Photoshop, Ilustrator, Indesign, Sketchup, Artlantis Cooperation: Individual Supervision: prof. dr. B. J. F. Colenbrander, ir. W. Hilhorst and ir. R. Kindt This is my master gradutaion project. The difficult living environment and the lack of job opportunities in the rural area of Bellinzona caused a strong demographic migration towards the towns and cities of the valleys. This urbanisation problem is a global phenomenon but has a strong affect on the badly reachable remote rural communities of the Swiss Alps. The inhabitants of these communities lived an agricultural life for centuries which did not withstand the demands and needs of today. People started to migrate to the urban areas in search of life with modern comforts. This urbanisation problem caused a strong demographic decline in the rural villages of Ticino and some of the oldest vernacular villages are at the edge of being lost and forgotten. This project is about finding solutions for a vernacular village with similar problems by the adding contemporary architectural interventions. The village in this project, CurzĂştt, used to be the center of activities of rural Bellinzona but has changed into a lifeless town with little to no users. A local foundation has the goal to revitalize this village and thereby preserve a piece of the Ticinese building culture.

1. Picture of the village 2. Physical model of the village pumping 3. Map of the villages in the Ticino area 4. Concept diagram 5. Map of the Bellinzona area

September 2015- June 2016

1 2

4 5

Functional needs

Programmatic Aesthetic

Use

Research

according to the rules of the principle

Application

Analysis of valuable Building Principles

in the designs of the new interventions

Improve Contextual Values Architectural Values Tectonic Values

to contemporary needs

Design solutions

Using knowledge of vernacular architecture

Curzutt Monte Carasso

Bellinzona

Y in

Conference centre

Wine grotto

ting ss mee Busine ceful a e p in a nment enviro es ca li system

de l ca lo

edge knowl

Buying local delicacies

te wa in ta un mo t ec

ding

Provi

Forrest

ng ti for ar St int ors po isit v

Water treatment And heating plant

Cable track entrance village

L COMMUNI A B T O L

o wo

e e Us a rc as sou e r

heating

ng ec

Information point and foundation office Provide cl ean water

t en em ov he re r p t ctu Im of u tr s a fr in

Making the vine yard accesible

Pr pe ese ce ace rve nt fu er ll the

Old center

ng ti si ge i v la l to vi e e t h a t G

Vine yard

Wine making

g nt in me or on pl ir Ex nv e e

The f ounda the a tion lead ctivi i ties ng A pl ac e to st ay

Hostel

Central

Local restaurant

ESOURCE R S L A OC

Re s ch tor e fo stn ing rr u th es t e ts

a loc ate re mul u Sti icult agr

s mer far s l s a e Loc proc r i the cts u d pro

Ser v loc e pro al duc ts

New square

Cheese grotto

T I N

Meat grotto

Meeting place for visitors and locals

Pasture lands

L COMMU Pr fo ba ovi r si de in c C ha ne the lo re ca at bi ed i l ta s ng ec nt on a s om y

THE MASTERPLAN. to Meat grot

Square

e centr rence confe / t n a ur Resta

Wi ne

grotto Cheese

This project is about helping the CurzĂştt foundation in achieving their goal by the building of contemporary architecture in the vernacular village. The project aims to use the knowledge of existing building principles to design architecture that fits the place and provides solutions for the village on different scales. To do so, research has been done one the existing building principles of the village which are subsequently applied in the designs of the new interventions or further developed to contemporary needs. As a result, reapplying traditional craftsmanship and the use of local resources contributes to a historical continuation of the local building culture.

gr ot to

Vineyard

tel Hos

Five different interventions are added to the program of the village to increase the lifelines and to establish a sustainable local economy. The grotto, a historical function for storing and producing local products and for the gathering of the local community, is the main function of the interventions. With this function, the aim is to produce local delicacies in the village, like cheese, meat and wine, to make the village attractive for tourists and for the local community. Furthermore, a sustainable heating and water treatment plant has been added for the use of local chestnut wood as a energy source. At last, an information point and an office for the foundation should provide information to visitors about the local context.

Old centre Pasture

Office and information point

Forrest Water treatmentand heating plant

6. Strategy for the village 7. Physical models 1:100 of the five interventions 8. Master plan for the village N

Cable track

THE DESIGNS. The architecture of the new interventions is designed with the help of knowledge from existing architecture. Each design contributes to the solutions for the problems in the village. The architecture of the new interventions is designed to meet contemporary needs but with respect for the values of the vernacular context. The existing architecture is extensivly research and used for the new architecture. The transition between research and design is done by three steps; - Analysis valuable building principles - Using or developing of the building principles - Application of the principles in the designs. The design of the water treatment and heating plant allows the inhabitants of the village to gather firewood throughout the whole summer. After processing are the open field next to the building, the firewood can be stored under the overhangs that surround the whole building. In this way, the appearance of the building changes during the seasons. The deep cavities of the windows ensure daylight when wood is being stored and allow for visitors to observed the machinery of the water treatment and heating.

9. Sketches of the development of existing building principles 10. Drawings of the water treament plant

fig. 4.28 Existing stone and wood floor construction

Settling tank 16m2

Water storage 16m2

Wood storage

Settling tank 16m2

Water storage 16m2

Wood storage

Engine room water treatment 10m2

Engine room Heating 11m2

Clean water storage 11m2

Wood storage

Pump room 11m2

Wood storage

‘‘A place for local farmers to process and sell their products’’

‘‘Enjoy the peripheral rural area’’

‘‘Support of argricultural activities’’

The cheese grotto and pasture land

‘‘Preservation of local (food) culture’’

‘‘Creating economic value and job opportunities’’ ‘‘Butchery’’

‘‘Cheese factory’’

‘‘A place for events and other cultural, social and recreational activities.’’

‘‘Selling local products in the restaurant’’

The meat grotto and the square

‘‘Make the vineyard accessible’’

‘‘Wine factory’’

’‘Strengthen the local economy by the production of local delicacies’’

’‘Support of argricultural activities’’

The Wine grotto and vineyard

‘‘Promote the use of wood as an energy source and building material’’

’‘central storage of firewood’’

’‘Collection and reuse of rain water’’

’‘Communual heating system’’

The water treatment- and heating plant and the forest

‘‘Gate to exploring the environment and village’’

‘‘Information point with exhibition spaces’

‘‘Improve the knowledge about the local context’’

‘‘ Bring back life to the village’’

The office and information point and the village entrance

THE OFFICE AND INFORMATION POINT. The choice has been made to eleborate the technical part of one of the five interventions in the village. The choice was made to furture develop the office and infromation point. This building has the goals to accommodate the CurzĂştt foundation. The building will provide an office space, an information point and exhibition spaces. The aim is that the build will function as a starting point for visitors of the area, like hikers, visitors of the village and groups. For this reason the building is located at the entrance of the village.

1,5m

11. Hand drawings of the facades of the foundation office 11

THE DESIGN. The foundation office and the information point are separated in the building. The visitor will be guided towards the entrance of the information point by the funnel effect of the two volumes. Here the visitor can choose to go upstairs to the exhibition space or go outside directly. On the first floor, windows are directed towards each side of the village. A bridge connects the two volumes. In the second volume, informative videos can be played or presentations can be given. The visitor leaves the build by the stairs on the outside.

Exhibition space 25m2

Exhibition space 15m2

Movie space 13m2

Information point 19m2

Office 13m2

Meeting space 8m2

500

Toilet 1,5m2

1600

Kitchen 7m2

800

Office 13m2 2300

500

1500

500

100 100 900

Toilet 1,5m2

500 1000

Information point 19m2

5400

12. Section of the foundation office 13. Floor plan of the foundation office 14. Detail of the foundation office

Meeting space 8m2

2000

Storage 4m2

100

4100 6600

500

1040

2280

100 1000

500 9720

4300

500

5400

500

Hallway 4m2

Top stone in lime mortar

+6990

+5100

Roof (outside - inside): Dry stacked granite slate stone roof covering around 50mm Battening 22x44mm Wood boards chestnut 20x180mm Wooden trusses chestnut 150x150mm (in sight) Sheep wool insulation 100mm Rc= 2,86 m2 K/W Battening 22x44mm between wooden beams for installation of ceiling Wood boards chestnut 20x180mm Wooden beam chestnut 150x150mm - to mount the trusses and to distribute the load of the roof

Exhibition space 25m2

Exterior wall (outside - inside): Granite dry stone wall 500mm Expanded clay granules 100-200mm Rc= 1,1-2,2 m2 K/W (insulating core of dry stone wall) Plaster work of slaked lime 18mm

+2715 Ground floor (top - bottom): Granite slate stone 50mm in lime mortar Lime concrete 150mm (Sand/ lime/ granite gravel) (structural layer) Under floor heating tupes integrated Expanded clay granules 200mm Rc= 2,2 m2 K/W (insulation layer) Granite ruble around 400mm (depending on the ground underneath) - for leveling and terracing

Granite bottom still under angle

Information point 19m2

Granite drainage system filled with gravel

Peil = 0

Foundation in lime mortar

PHYSICAL MODELS. The physical model is made using slate stone and wood, the original materials of the design. Models have been made in three scales, A situation model of the village 1:250, a full model of the office and information point 1:50 and a section model of the meat grotto 1:24. In the situation model, the program and geography of the village and surroundings become visible. In the model of the foundation office a the transition of the concept into a design becomes visible. In the model of the meat grotto, the technical part of the project is shown.

15. Physical model 1:24 16. Interior images of the model 1:50 17. Images of the model 1:50 16

17 17 17

MOBILE SEGMENTED PAVILION. Eindhoven, The Netherlands Type: Academic work (Course: Production and Parts) Software: AutoCAD, Photoshop, Indesign, Ilustrator, Sketchup, Artlantis Cooperation: Individual Supervision: Ir. J.P.A. Schevers The course Architectural Enginering: Production and Parts puts focus on the relation between architecture and building. The aim for this project was to design a moveable building, which will be placed at the town hall square in Eindhoven during the Dutch design week and after that on a location on the TU/e campus. The main goal for this project was to make a building that can be placed at both locations, can be moved and can change in function. At the town hall square the building was used to exhibit 1:1 details which where build in the introductory assignment of the project and at the campus the building was used as an addition to the student workspaces. The building exists of a sequence of elements, which fit together with a unified montage system. Together, the elements give the building a clear and unified shape. The detail plays a central role within the design. The building was designed with the detail as a starting point. The details of the building are a continuation of the research which was done in the introductury assignemnt. In this introduction, an 1:1 detail was made of an example building, to unrafle information about materials and enginering. (As shown on this page)

1. Physical 1:1 detail 2. 1:5 detail (Introduction assignment) 3. Size of the different elements 4. Isometic overview of the pavilion 5. Structural build up 6. Front elevation

april 2015- June 2015

THE DESIGN. The building with its appearance, represents the assignment of production and parts. The building became one big collage of different details and connections visible for everyone in the context. By turning the whole construction system inside out, the connections, details and structure will be visible to the context and the inside will be a clean simple space that doesnâ&#x20AC;&#x2122;t distract from the objects exhibited. In this way, the main goal is to show and articulate the detail that played a central role within the design on the outside, as well as the way the building is functioning, for example stability. Building technics become, in this way, visible for everyone who passes the building, on the town hall square as well as on the TU/e campus, where students being educated in build engineering.

7. Side elevation 8. Interior visualisations 9. Exterior visualisations

7 8

9 8

MOBILITY. The second part of the concept was related to the theme of mobility. Each segment of the building has a limit size so it can be moved by truck. Also the connection between the elements is figured out carefully. The prefabrication and ability to dismount had influence on the design. For the connection between the elements, the metaphor of stacking plastic cups is used for inspiration. The individual elements slide into each other to form a weather tight connection but a not fixed together to make dismounting possible. Each element contains two laminated frames with two straight beams in the middle for stability and connection to the ground and two curved laminated columns. The wooden frame will be placed on the ground. The structure of each element needs to be independently stable to make it suitable for transport.

10. Sections of the pavilion 11. 3d details 12. 2d details 13. Floorplan

10 11

12 13 12

ARCHITECTURE EXHIBITION. Eindhoven, The Netherlands Type: Software: Cooperation: Function: Supervision:

Academic work (M2) AutoCAD, Photoshop, Indesign, Ilustrator, Sketchup Group work; Copy group (4 members), Production group (6 members) Chairman of the Production group dr. S. M. Figueiredo

This project deviates from the rest of the projects presented in this portfolio. To discover an unfamiliar area within the profession of architecture, the choice was made to join a design studio in which an exhibition was designed and built. No Size Fits All: Architecting Quality of Life, was an exhibition about the topic “Quality of Life”. “Quality of Life” is the broad term commonly used to describe the general well-being of individuals and societies. While such well-being has long been an implicit – when not explicit – societal ambition, an adequate definition that captures all of its varied dimensions has remained elusive. However, as one of the three overarching research topics established by the Department of the Built Environment at TU/e for 2014-2020, a working definition of this ever so abstract concept. Specifically, the department has identified “Quality of Life” with the themes of Health, Comfort, Safety, Culture, Recreation and Mobility. Such definition has been taken as the starting point for the exhibition as it questions how this abstract concept has both influenced and been influenced by the built environment.

1. Logo of the exhibition 2. A variety of views of the physical model of the exhibition. 3. Top view of the physical model of the exhibition with different themes on different islands and an connecting roof.

april 2015- June 2015

2 3

THE CONTENT. The exhibition aimed to reveal the inherent connection between the built environment and “Quality of Life” through a selection of architectural, urban, and landscape projects. But beyond being organized and assembled according to the six structuring themes (Health, Comfort, Safety, Culture, Recreation, and Mobility), these projects are also staged by different spatial experiences. Thus, while each theme is presented and considered individually, they are also contextualized and (re)combined in order to uncover the ever-fleeting final stage of quality of life: the ultimate state of ease. However, since the state of ease differs for each individual, for “Quality of Life”, no size fits all. Link to the website of the exhibition:

https://architectingexhibitions.com

Storage 4m2

THE SOFT CONCRETE CHAIR. This project was part of an morphology assignment. The chair in this project is made of real, solid, tangible, rough, hard concrete. A material that exists in the majority of the build environment we know. The chair looks extremely uncomfortable but is not as hard to sit on than it seems. The chair, in its cubical form, makes the concrete look even more stiff and solid. Concrete that even adapts to its user. Different users will create different cracks. An ongoing transmutation as long as the chair is used. The chairs we commonly see contain elements in a certain way, a solid frame and a soft finishing to create comfort for the user. In this chair those elements are turned around. The soft foam material, which is widely use in to comfort chair users, is now on the inside and a hard uncomfortable material is placed on the outside. Next to the many cracks in the surface of the concrete, another thing subtly reveals the true comfort of the chair. The concrete is being poured in a way that causes folds to appear. The subtle folds in the concrete can be recognised as elements that normally are seen in soft materials. In this way, the chair invites the user to take a seat and already lets the user predict the amount of comfort the chair provides.

1. Design concept 2. Exploded view of the tectonics of the chair 3. Pictures of the build chair 1

2 3

THE Z-CHAIR. Experimental project of designing and making a lounge chair. The z shaped chair is designed according to the measurements of the human scale. For this reason, the white painted wood of the structure of the chair feels comfortable for the user. The clean and simple shape was challenging in terms of balance due to the distribution of weight in the shape that suits the human body.

Storage 4m2

INTERIOR TRANSFORMATION. For this project, my experience as an architecture student where put into practise. The project was to transform the interior of a local barber shop in my hometown to intergrate a beauty salon. The shape of the barbershop resulted in a challeging assignment. The clients of both the barbershop and beauty salon asked for a clear and simple design in which they both could carry their profession without interfering into eachother. The resulting design existed of a slight adjustment to the current barbershop. Next to that, a simple white box was placed in the back of the space to create a space for the beauty salon. For the beauty salon, a specific quantity of light was neccesery. The client requested the space to be designed with only a small amount of daylight because artificial light is most suitable for the function. For this reason, a milk glass wall was placed on the window side of the space to reduce daylight.

1. Picture of the original situation 2. Floorplan of the original situation 3. Floorplan of the design 1 2

Thank you.

Contact info Carlo van der Velde Douwelan 2 9243KX Bakkeveen The Netherlands tel.: (+31) 634 100 745 email: carlobakkeveen@hotmail.com www.carlovandervelde.nl