Portfolio | Architecture

PORTFOLIO | ARCHITECTURE Gabriel Cotrau: architect MAA - Member of the Danish Association of Architects constructing architect - bygningskonstruktør Studies: Master in Sustainable Architecture | Politecnico di Torino, Italy Bachelor in Architectural Technology and Construction Management | Via University, Denmark

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CONTENT

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01

Master Thesis

PRODUCTIVE ARCHITECTURE

Alternative forms of architecture for urban agriculture and community building.

Osi-Ghia, Turin Architecture comprises 3 out of 4 basic needs for survival: shelter, water and fire ( energy ).

The 4th remaining necessity, Food is usually left outside the architectural sphere. In the context of nowadays, humanity is struggling to feed and to host current population. New solutions of how we produce food and how we live are necessary.

This thesis places and recognizes the food as the fourth element under the architecture sphere’s umbrella next to the other 3 above mentioned and it proposes that agriculture should harmonize with architecture through technologies and design in order to provide new and in the same time alternative - continuous food producing-spaces, strategies / food stocks to be able to sustain urban life.

Click here for a short video presentation: https://gabycotrau.wixsite.com/website/1st-project

HIGH SIX as holistic working method,the basis for development of this problem - solving achitetural exercise

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MEMORY EXERCISE

WORLD WAR II

Great sense of survival The sheaves collected in the municipal field are transported to PIAZZA CASTELLO in Turin for threshing

TODAY - TOMORROW

Alternative and sustainable ways of producing food. Building new communities, diversity and communication

ORTO DI GUERRA = GARDEN OF WAR 7

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SOCIAL SPACES

FOOD PRODUCTION

GREEN SPACES

PROGRAM LAYOUT

INFRASTRUCTURE

MASTER PLAN - UNDERLAYERS

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The Architectural Proposal From an architecture that includes shelter, water and fire towards an architecture that includes shelter, water, fire + FOOD, relying on clear objectives of Agenda 2030, translated in functional programme in order to build a sustainable community.

EXISTING SITUATION 43.000 mp abandoned spaces 0 mp green spaces 53.000 mp Building footprint PROPOSAL 17.000 mp Green production 26.000 mp Green + forest 10.000 mp Building footprint

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DISTRIBUTION

FUNCTIONS

BUILDING TYPOLOGY 1

1ST - 4TH FLOOR PLANS

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TRANSFORMATION

02

Master project

ADAPTIVE TO RESIST + MITIGATE, Dante District, Turin The design process led to the development of a master plan that would involve viable solutions. A fundamental step was to establish where and how to keep existing structures and what new use will be applied to them.

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Roof toop of the existing building as urban agriculture space. A new building shape in a way to maximize the views to public space ( pink )

Creating a slope ( Osi steps ) to acces to the urban farm and a platform to residential building

A flexible space under the urban farm

NEW RESIDENTIAL BUILDING ON SITE

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SECTION 1:50

FACADE 1:50 X

Green Roof ( greenhouse ) ( solution provided by Icopal )

28mm Composite boards 40mm Composite battens 25mm Leveling plates 2 layers water proof membrane 220mm Hard insulation pressure resistent 220mm Concrete slab ( prefab. element )

300mm Icopal lightweight top soil 2mm Icopal filter fleece 20mm Icopal drainage board 4mm Icopal Top 2.5mm Icopal Based 220mm Hard insulation pressure resistant DPM - damp proof membrane ( polyethylene) 220mm Concrete slab ( prefab. element )

ELEMENTS DIVISION 1:50

Required U value: 0.22W/m2K Actual U value: 0.17W/m2K

Detail 2

5740

24.00

1600

3000

IX

2500

3000

Detail 3

3000

Required U value: 0.22W/m2K Actual U value: 0.13W/m2K

27.00

Roof terrace

VIII 21.00

VII

18.00

VI

15.00

V

12.00

IV

9.00

III

6.00

Glass folding facade Combi futura + Required U value: 1.40 W/m2K Actual U value: 0.74W/m2K

External wall structure Prefab. concrete - sandwich element: Inner leaf: 220mm reinforced concrete -load bering layer 180mm insulation Outer leaf:50mm light concrete - exterior finish U value required: 0.26 W/m2K U value actual: 0.21 W/m2K

Detail 4

Ceiling Thermatex 600x600 (fixed in understructure) 50mm Rockwool insulation

2nd - 6th floor structure ( day area )

2nd - 6th floor structure ( interior garden )

22mm Oak parquet 8mm Sound absorbtion foam 50mm Concrete cast on site 220mm Concrete slab ( prefab)

5mm Sika ( epoxy floor ) 80mm Cement cast on site 220mm Concrete slab ( prefab)

Ground floor structure ( commercial )

3500

6000

6000

2240

5mm Sika comfort ( epoxy floor ) 100mm Cement cast on site 100mm Thermotec ( good thermal and and sound properties ) 220mm Concrete slab ( prefab. element ) Required U value: 0.26W/m2K Actual U value: 0.21W/m2K Detail 1

II

0.00

ELEMENT TYPE 1

ELEMENT TYPE 2

I

-3.15

ELEMENT TYPE 3

ELEMENT TYPE 4

ELEMENT TYPE 5

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28

VII

18.00

VI

15.00

Glass folding facade Combi futura + Required U value: 1.40 W/m2K Actual U value: 0.74W/m2K

External wall structure

DETAIL | PREFABRICATED BALCONY CONNECTED TO THE BUILDING

Prefab. concrete - sandwich element: Inner leaf: 220mm reinforced concrete -load bering layer 180mm insulation Outer leaf:50mm light concrete - exterior finish U value required: 0.26 W/m2K U value actual: 0.21 W/m2K

V

DETAIL | ROOF PARAPET

12.00 Vertical wooden elements (paving the interior part of balcony's walls)

Detail 4

Ceiling

Wooden handrail

Thermatex 600x600 (fixed in understructure) 50mm Rockwool insulation

Impregnated wooden edge battens 24mm impregnated plywood

Metallic understructure frame

Zinc flashing profile

Grey light panels

IV

Secured glass balustrade

2nd - 6th floor structure ( day area ) 22mm Oak parquet 8mm Sound absorbtion foam 50mm Concrete cast on site 220mm Concrete slab ( prefab)

9.00

2nd - 6th floor structure ( interior garden ) 5mm Sika ( epoxy floor ) 80mm Cement cast on site Composite battens 220mm Concrete slab ( prefab) Composite flooring boards Composite boards (understructure) Composite battens 2 Layers water proof membrane DPM- damp proof membrane

K01_TXX_H7_EX_N07 III

6.00 2240

3500

40mm screed for leveling

40mm screed for leveling

Concrete cast on site

Concrete cast on site

Ground floor structure ( commercial ) 5mm Sika comfort ( epoxy floor ) 100mm Cement cast on site 100mm Thermotec ( good thermal and and sound properties ) 220mm Concrete slab ( prefab. element )

6000

40mm screed for leveling

6000

Steel profile used to stabilize the wall of parapet

Composite flooring boards

Edge Delta beam profile

Required U value: 0.26W/m2K Actual U value: 0.21W/m2K Detail 1 Connector (Delta beam and prefab.element)

II

U profile ( part of balcony's understructure)

0.00

Vertical wooden elements ( mounted on site )

I beam ( mounted on site )

I beam ( mounted on site )

Rubber membrane ( to minimize the cold bridge impact )

Rubber membrane ( to minimize the cold bridge impact )

Edge Delta beam

Edge Delta beam

ELEMENT TYPE 1

ELEMENT TYPE 2

I

-3.15

ELEMENT TYPE 3

ELEMENT TYPE 4 12mm Cement base 40mm Cement board element

Elastic joint ( for facade movements, preventing cracks)

ELEMENT TYPE 5

Sealing tape

Detail 3 Roof parapet 1:5

False window frame ( filled with insulation, avoiding cold bridge )

Detail 4 Balcony attachment 1:5

Detail 4 Balcony attachment 1:5

LEGEND

Prefabricated exterior wall element Concrete cast on site Hard insulation Thermotec insulation Sand

Bring ideas to life VIA University College

Prefabricated interior wall element Soil

VIA Built Environ Ca

PROJECT:

TYPE PROJECT NAME

DATE: 02/16/09

SUBJECT:

EXAMPLE SHEET

SCALE: 1 : 50

Gravel

DRAWN BY: Author

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CLASS:

30

K

I AM NOT THE AUTHOR OF THIS RENDER

03

Work project

Lersø Park Alle Copenhagen The new circular 10 storey building acts as a corner landmark adding special character to the area.

The building will accomodate 76 youth houses and common living areas on the ground floor.

340

ME in the project I worked on design development including layout proposal, progressive udpate + modifications. Also, I was deeply involved in the technical part including facade technical solution, wet room drawings, technical floor plans + facades+ sections.

G

G

G

2310

2310 340

V.04

G

TA_B3_500_01 G E 30

V.04

Snit AA

36000 2310

B3_07

2310

36000

B3_07

Snit BB

TA_B3_500_01 G E 30

36000

36000

B3_07

Snit AA

B3_07

Snit BB

A

A 1000

1000

1000

B 1800

Dato A

Beskrivelse

Udgave

A 1000

1000

1000

B B3.07.04.01 1800

Z_0315_Lersø_Parkallé_2 B

Lersø Parkallé 2, 2100 København Ø

Facade princip udsnit tårn Udarb.:

BTK, MLP, MPO

Mål: 1 : 20

Kontr.:

MSS

Dato: 07.04.2017

Dato

Plan

Beskrivelse

Bygherre: Lejerbo

B3.07.04.01

31

yk bigt tr Forelø

Udbudsprojekt Udgave TA_B3_500_01

ZESO Architects, Amager Strandvej 62B, 1sal, 2300 København S

Tlf: 7020 2821

www.zeso.dk

Sagsnr.: Z-0383

Opland Landskabsarkitekter, Rådmandsgade 45A, 2200 København N

Tlf: 3393 1506

www.opland.eu

Sagsnr.: xxxxxx

Wissenberg, Hejrevej 26, 2400 København NV

Tlf: 33 86 34 86

www.wissenberg.dk

Sagsnr.: xxxxxx

LE34, Energivej 34, 2750 Ballerup

Tlf: 7733 2222

www.LE34.dk

Sagsnr.: xxxxxx

Z_0315_Lersø_Parkallé_2 B

.2017 07.04Tegn nr.:

Lersø Parkallé 2, 2100 København Ø

32

B3_3 B3_2

1D.08 B3.01.02.02

B3.01.03.02

1D.07

6 164

1D.11

B3.01.S.02

1144

B3_4

1D.05 B3.01.S.03

B3.01.01.02

1D.10

B3.01.02.01

1D.04

B3.01.S.01

B3.01.01.01

1943

B3.01.03.01

B3.01.S.09 1D.03

7 58

B3_1

1D.06

AFFALD

B3.01.S.04 1D.14

1D.02

17.700 150

17.700 B1.01.X.03

7° .87 41 15.748 ° 200

°

43.46

5°

1D.12

B3_Snit AA 1D.15

B3_5

500

1650

48

B3.01.04.01

43 .63 6°

200 2500

1943 200

43.

1

200

5°

° 43.636

4700

B1.01.X.02

7 7°

B1.01.X.01

300

B3.01.08.02

43 .46

41.8

B3_Snit AA

1D.01

1D.13

1D.09

500

757

43.148°

B3_9

B3.01.04.02

500

B3.01.S.08

50 0

B3.01.05.01 1D.24

1D.25

1D.18

B3.01.08.01 1D.21

1D.26

500

0 50

TA_B3_601_01 1D.16

B3.01.06.01 B3.01.S.05

46 16

B3.01.07.01

B3

.0

S. 1.

1D.17

7 58

07

B3.01.05.02 1D.22

1144

B3_8

B3.01.S.06

1D.19

B3.01.07.02

1D.23

1D.20 B3.01.06.02

B3_6

B3_7 33

34

B3_5

47.550

47.550

47.320

47.320

46.750

46.750

Tag

1050

1050

Tag 50 B1.08.X.03

740 3050

740 3050 3050

2310 740

3050

2310 740

3050

4. sal

26850

B1.03.X.03

B3.03.04.01

3050

2310

2650

3160 2246

B1.03.X.02

B3

B2.1

3050

20.750

B1.01.X.02

B1.01.X.03

3050

B1.01.X.01

B3_02

3050

740 B3.01.04.01

2310

B1

Beskrivelse

2. sal

20750

400

Teglspån

B3_03

740 B3.02.04.01

2310

B1.02.X.03

3. sal

23800

400 B1.02.X.02

2650

B2.2 B1.02.X.01

B3_04

740

400

1000

3160

B1.03.X.01

2246

2246

B3.04.04.01

26.850 1000

2536

3170

B3_05

1000

23.800

Dato

5. sal

29900

2310

B1.04.X.03

15

15

3050

2310

740

400 2650 2650 400 G E 30

B1.04.X.02

2650

B1.04.X.01

2246

2246

V.05

1000

1. sal

1. sal

Udgave 17.700

B3_01

17700

B3_01

800

17700

B3.05.04.01

B3_06

1090

B3_03

B3_02

B3_07

6. sal

32950

1000 1000

1000

740

1785

600

600

B3.ST.X.01

B3.ST.X.02

B3.ST.X.03

Z_0315_Lersø_Parkallé_2 13700

B3_ST

Facade Nord

Stue

B3.ST.X.06

13.700

Lersø Parkallé 2, 2100 København Ø

4000

3200

Stue

D.04

2800

4000

V.05

2600

V.05 V.02

D.05

2600

55

745

1325

V.04

Brand klassifikation / Lydklassificering Rw (db)

B1.05.X.03

Kobber

3050

1265 V.04

V.01

1785

D.03

V.04

EI260

32.950 400

988 15 2060

15 502 8

G E 30

2. sal

20750

2310

V.04

V.01

Massiv

800

D.03

Glass

15 G

1000

3. sal

23800

1370

G

B3.06.04.01

G

29.900

1400

B3_04

36000

M

G

V.04

1770

HULMÅL 2310

15

15

15

15

15 392 8

1370

G

G

V.03 2143

3070

V.02

HULMÅL 3200

2270

740

HULMÅL 2300

V.01

HULMÅL 3100

15

G

B3_05

3170

1265

B1.06.X.03

BYGNINGS ELEMENTER V.04

Dørtype

Beklædning B1.05.X.01 HULMÅL B1.05.X.02 1800 HULMÅL 1800 15 392 8

740 3050

1785

G

15 G

4. sal

26850

2310

V.04

1265

V.01

D.XX

740

D.03

Vinduestype

D.05

HULMÅL 2600

1770

15 G

1000

V.04

G

502 8

15

15 620 15

HULMÅL 650

3050

1265 V.04

1785

V.04

V.01

B1.06.X.02

B1.06.X.01

HULMÅL 1800

HULMÅL 650

Vinduer

5. sal

29900

2310

D.03

D.04

V.XX

7. sal

2536

D.03

G

2100

HULMÅL 2650

D.02

15 620 15

V.04

G G

HULMÅL 3200

12

G

12

B3_08

G

2200

986

550

12 12

12

M EI2 30‐C HULMÅL 2110

HULMÅL 2110

D.01

HULMÅL 1010

2098

986

12

12

2098

12

B3_06

12

M EI2 30‐C

2098

HULMÅL 2110

3050

32950

986

15

V.04

V.01

2310

1785 1265 1785

D.03

V.04

12

6. sal

893

1010

740

V.04

HULMÅL 1010

893

12

HULMÅL 1310 300

1027

1265

HULMÅL 1810 12

Døre

3050

V.04

2310

V.01

36.000

B3_07

740

36000

B3.07.04.01

TA_B3_200_01

2310

B1.07.X.03

B3_09

8. sal

39050

400 B1.07.X.02

B1.07.X.01

2650

7. sal

HULMÅL 1010

D.03

B3.08.04.01

39.050

B3_08

B3_TAG

9. sal

42100

2310

B1.08.X.02

B1.08.X.01

2650

8. sal

39050

3050

42.100

B3_09

SIGNATURFORKLARING

V.04

B3.09.04.01

2310

B1.09.X.03

45150

941

600 2650

3050

B1.09.X.02

B1.09.X.01

400

941 201 740 349 V.04

V.01

2310

1785 1265 1785

D.03

V.04

45.400

740

1265 V.04

V.01

3050

1785

D.03

V.04

9. sal

42100

2310

V.04

B3_TAG

740

V.04

V.01

45150

3050

D.03

V.04

2310

45.350

349

45.700

45.700

13700

B3_ST

Udbudsprojekt

Udarb.:

BTK, MLP, MPO

Mål: 1 : 100

Kontr.:

MSS

Dato: 07.04.2017

Tegn nr.:

TA_B3_200_01

Bygherre: Lejerbo

35

ZESO Architects, Amager Strandvej 62B, 1sal, 2300 København S

Tlf: 7020 2821

www.zeso.dk

Sagsnr.: Z-0383

Opland Landskabsarkitekter, Rådmandsgade 45A, 2200 København N

Tlf: 3393 1506

www.opland.eu

Sagsnr.: xxxxxx

Wissenberg, Hejrevej 26, 2400 København NV

Tlf: 33 86 34 86

www.wissenberg.dk

Sagsnr.: xxxxxx

LE34, Energivej 34, 2750 Ballerup

Tlf: 7733 2222

www.LE34.dk

Sagsnr.: xxxxxx

36

04

ME in the project Work project - ON GOING

NOOHRA HOUSE Oradea, Roumania A project that proposes reversible solutions, that rethinks the potential of materials and construction techniques.

A building that aims to give something back in terms of architectural quality and in terms of environment. This, to ensure an exchange with the site and with the nature.

REVERSIBILITY AS DISASSEMBLY + RECYLE REVERSIBILITY AS RETURNIG TO NATURE

37

I am fully in charge of this project including: meetings with the client ( developing the proposal based on constructive dialog and trust ), I am the key player between ingineering office and production office correlating all the work: architecture drawings and BIM with BIM structure ( engineers ) + BIM production.

I am also decision maker together with engineers, developing the technical construction details + I am responsable of producing all the drawings.

Click HERE for a short video presentation:

https://www.linkedin.com/posts/gabriel-cotrau-38a937158_project-environment-sustainability-activity-7055891449170542592-5z0s?utm_ source=share&utm_medium=member_desktop

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WALL COMPOSITION

VISION

REVERSIBILITY AS RETURNING TO NATURE | STRAW INSULATION = COMPOST MAINLY PREFABRICATED ELEMENTS REVERSIBILITY AS DISASSEMBLY + RECYCLE

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40

SECTION BB

1

2

3

4

9.850

5

5.850

+7.29

cosoroaba GL24h 160x200mm cosoroaba GL24h 160x200mm cosoroaba GL24h 160x200mm

8 1.488

785

grinda tavan GL24h 80x200mm

cosoroaba GL24h 160x200mm pop sub cosoroaba cosoroaba GL24h 160x200mm

cosoroaba GL24h 160x200mm

10

2.300

Dormitor

2.598

2.598 3.988

2.700

254

centura legatura panouri 50x100mm

5.058

10 180

4.993 conform cu planurile de structura si Paeco

304

2.696

3.150

Dormitor

556

5.623

Vestibul

Wc

Cota ±0.00

Spalatorie

5

556

15.150 conform cu planurile de structura si Paeco

- 35.00 Cota placa de beton

talpa de trasare conform DA.01 Detaliu soclu

500

4.250

LINIA TERENULUI NATURAL

conform cu planurile de structura si Paeco

2 2.350

2.200

Pivnita

grinda GL24h 100x300mm grinda integrata 100x340mm

Sufragerie si loc de luat masa

3

talpa de trasare conform DA.01 Detaliu soclu

5.035

grinda lemn rigidizare gol scara

DI.01

3.050

6

5.800

454

grinda lemn rigidizare gol scara GLh 100x300mm 4.050

+3.15 Cota pardoseala etaj

+3.05 Cota grinzi posi joist

+3.50

9

350

7

+3.05

+4.40

DA.04

9.300 conform cu planurile de structura si Paeco +3.15

500

(inaltime elemente prefab. parter)

3.330

Dressing

conector posi joist grinda GL24h 100x300mm

+3.07 DA.03

adaos din Triotherm

Dormitor oaspeti

5.800

centura legatura panouri 50x100mm conform DA.03 Detaliu planseu

(inaltime elemente prefab. etaj)

785

+5.80 Cota cosoroaba

1 300

Tub drenaj

1

1.

Placa subsol - beton armat - 300mm

41

2 Perete exterior subsol - perete beton monolit -250mm

10 Perete interior structural / prefabricat

2

3 Planseu peste pivnita / incalzit - 5mm - placa Schluter 23F + sapa + Diltra25 - 40mm - sapa mortar de ciment - 75mm - polis 300 - 30mm - bariera de vapori - polis 300 - 200mm - placa beton armat - 150 cm

3

5 Planseu Parter pe sol / incalzit - 5mm - placa Schluter 23F + sapa + Diltra25 - 40mm - sapa mortar de ciment - 75mm - polis 300 - 30mm - bariera de vapori - polis 300 - 200mm - placa beton armat - 150mm - pietris - 150mm - umplutura pamant

6 Perete pe structura de lemn de la Paeco - 20mm - Termoizola a - 40 mm - placare Agepan Dwd - 16mm - panou Paeco cu termoizola - 400mm - bariera de vapori - cavitate pentru partea electrica - 60mm - placare Farmacell - 15mm - 5mm

4

7 Planseu etaj / incalzit - 5mm - placa Schluter 23F + sapa + Diltra 25 - 38mm - Gutex mul 35 - 35mm - OSB -22mm - structura grinzi posi joists - 300mm - membrana impermeabila la vapori - placare OSB - 12mm - pro - 30mm - placare gipscarton - 12mm

5

8 Acoperis peste etaj / inclina 5 grade - astereala suport tabla - scandura 20mm - sipca lemn / spa - 60x60mm - folie an 100 SD 0.03mm, a - capriori GL24H 80x200mm - vata minerala - 300mm - placare DHF - grinzi tavan GL24h 80x200 / spa minerala - 200mm - bariera de vapori - placare OSB - 12mm - pro - 30mm - placare gypscarton - 12mm

9 Acoperis peste parter / terasa - WPC deck (wood plas ) - 128mm - geotex - hidroizola - geotex - polis 300 ( de panta ) - vata minerala rigida - 200mm - placare OSB - 22mm - grinzi posi joist/spa - 300mm - bariera de vapori - placare OSB - 12mm - pro - 30 - placare gipscarton - 12mm

42

2

3

A

1

D

GROUND FLOOR PLAN 4

5

16.102 4.500

5.350 600

2.131

5.850 3.750

1.865

201

3.000

1.611

E

676

4.425

198

229

AN PARTER Teava canalizare 350X500mm Gol trecere tuburi ventilatie

557

201

2.628

3.350

528

3.462 8.613

3.335

3.193

U2

- 0.35

7.102

122

4.852

B

TE

3.350

500

3.899

B

F4

556

1.451

MSR

A 201

-0.175

F4

Platforma acoperita A: 15.80 m2 WPC

400

556

398

50 1.80

- 0.35

±0.00

±0.00

2.015

1%

Platforma neacoperita A: 19.20 m2 WPC

1%

1.00 2.10

556

398

50 1.80 1%

hp= 0,30

U1

556

2.798

556

Spalatorie A: 4.10 m2 microciment H=2.70

hp= 0,30

0.80 2.10

2.493

Baie 1 A: 3.70 m2 microciment

1.635

2.635

0.80 2.10

124

1.968

304

304 1.756

1%

E

1.703

1.627

F2

C

160 76

76

80 80

300

80 300

300

80 215 312

160 76

5.388

76

76

76

227

476

H=2.70

3.75 2.30

556

556

400 76

±0.00

-0.175 160

150 312

1.498

6.125

4.500

-0.175 4 stalpi din lemn 80x120mm sustinere copertina + rol de riflaj pentru plante cataratoare

stalp GL24h 160x160mm placat fibra de lemn 40 mm si ffinisat cu tencuiala decorativa

contur etaj

2.000

201

5.685

124

Vestibul A: 4.15 m2 microciment H=2.70 ±0.00

DF 4.978

hp= 0.00

556

2.00 2.30

1.904

1.203

F 254

stalp GL24h 160x160mm placat fibra de lemn 40 mm si ffinisat cu tencuiala decorativa

F

304

304

160

Stalp lemn 150x150 mm

1.650

2.188

4.071

hp= 0.00

150

F

180

2.095

910

F

76

1%

conform cu planurile de structura si Paeco

0.90 2.10

DF

2.645

1.199

5.055

5.990

180

2.095

Dormitor 1 13.10 m2 microciment H=2.70 ±0.00

Terasa neacoperita A: 36.50 m2 ciment periat

±0.00

rigizare gol scara

1.333

2.140

1.939

2.561

0.80 2.10

4.050

F5

C

18 TR 17.5 X 27 cm

254

140

A

MSV Bucatarie A: 17.60 m2 microciment H=2.70

2.070

H=2.70 ±0.00

254

124

124 6.570

B

1.782

3.305

6.150 conform cu planurile de structura si Paeco

7.102 3.350

9.041

B

cuptor

Sufragerie si loc de luat masa A: 30.30 m2 microciment

1.857

876 124

DIP

124

0.80 2.10

1.002

2.561

hp= 0.00

F6

600

3.350

556

semineu +

C

556

2.65 2.10

-0.175

1.059

±0.00

3.005

hp = 1.07 inaltime g 1.03

1.541

1.533

0.60 2.30

scara pe structura metalica cu trepte din dulapi de stejar vechi reconditionat

Dressing 1 4.70 m2 microciment H=2.70

1.900

-0.35

556

705 180

hp= 1.07

400 Baie 2 5.00 m2 microciment H=2.70

Stalp lemn 150x150 mm Platforma acces

1.000

254

1%

-0.70

F3

900

425

hp= 0.00

1.782

1.810

3.00 1.23

898

556 124

2.200

cos fum

400

2.002

1.500

-0.875

F1

hp= 1.10 556

2.000

3.75 2.30

0.60 1.20 556 1.560

201

C

trotuar de garda

-1.575

F7 -2.80

2.200

556

Taluz înierbat

Trotuar de garda

2.146

-1.225

300 300 300 300 300 300

-1.40

1.550

1.627

3.142

225

201

614

337

1.000

1.014

500

5.350

3.014

5.850

10.252

-0.175

Copertina pe structura din lemn, acoperita cu tabla faituita ( solutia folosita pentru acoperis )

3.108

201 2.742

2

3

4

D

1

A

16.102

LEGENDA SUPRAFATA CONSTRUITA=113.00 (casa)+16.00 (pla SUPRAFATA UTILA= 82.65 mp SUPRAFATA LOCUIBILA = 43.40 mp

perete interior nestructural - pro par

-carton / 13 cm

perete exterior structural din lemn 40 cm grosime cu izola

43

+ 5cm + spa

) =133.00 mp

F

FRIGIDER

C

CUPTOR

5

N

MSR MASINA DE SPALAT RUFE

SUPRAFATA DESFASURATA (parter+etaj)= 218.00 mp SUPRAFATA DESFASURATA (subsol+parter+etaj)= 252.50 mp

MSV MASINA DE SPALAT VASE DF

DETECTOR DE FUM/ MONOXID DE CARBON

COTA +0.00 = 423,76 NMN

TE

TABLOU ELECTRIC

44

05

Work project MARTINSVEJ Copenhagen The new building and garden is developed to have under its envelope a number of 8 senior apartments.

The architecture frame of this modern and contemporary town villa is inspired from the classical Frederiksberg buildings. The local area is characterized by being composed of large villas, storey buildings with charming courtyards and garden houses.

ME in the project: I worked in outline proposal phase in order to develop de design and layout of the building. I developed the technical drawings for the building + I was involved in developing some technical details.

45

46

SIGNATURFORKLARING: DAMPSPÆRRE TAGPAP 12 0

VÅDRUMSMEMBRAN MURPAP IN-SITU BETON IHT. ING. PRÆFAB. BETON IHT. ING.

90

38 9

MURSTEN BLØD ISOLERING IHT. ING.

150

HÅRD ISOLERING IHT. ING. STÅL IHT. ING.

145

GULVPLANK/FODLISTE KLINKER/FLISER

178

NEOPREN BLØD FUGE

28

WINDBOARD

26

GIPS CEMENTPUDS

150

POREBETON TERRÆN IHT. LANDSKABSARK.

Note: Alle mål og koter på tegningen er teoretiske. Det er entreprenørens ansvar at kontrollere alle mål på stedet inden udførsel.

47

100

360 mm til modul A

16833

04_4. SAL

Rev.

Dato

Revision

Tegner

Godk.

Martinsvej 1

Martinsvej 1, 1926 Frederiksberg C

Bygherre: Frederiksborggruppen A/S

Tagfod Udarb.: MHP

Mål: 1 : 5

Kontr.: MSS

Dato: 05/15/17

Sagsnr.: Z-0392

Tegn nr.:

Rev.:

K01_H5_E4_N010

Arkitekt:

ZESO Architects

Lergravsvej 57, 1. TH.

2300 Kbs S

Tlf: 7020 2821

Ingeniør:

AFM Rådgivende Ingeniører A/S

Håndværkervænget 9

3400 Hillerød

Tlf: 4848 2444

Sagsnr.: Z-0392

48

I AM NOT THE AUTHOR OF THIS RENDER

49

50

06

Work project

Vestergade Copenhagen Transformation project. The aims was to renovate and convert the existing layouts into business and coworking spaces.

This modern and flexible workspace has private offices, meeting rooms and single workstations.

ME in the project: I delivered the registration phase + survey of the building. I also made some analysis + hypothesis of structural versus non load bearing interior walls.

I also worked to develop the new layout proposal in order to fulfill the client’s demands.

51

52

53

54

HANDWORK My small step towards sustainability, saving old wooden beams full of character and re-design them in objects

55

56

Thank you for your attention!

57

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