Portfolio | architecture | Gabriel Cotrau by Cotrau Gabriel

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

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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Great sense of survival

The sheaves collected in the municipal field are transported to PIAZZA CASTELLO in Turin for threshing

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

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WORLD WAR II

EXERCISE

ORTO DI GUERRA = GARDEN OF WAR

MEMORY

TODAY - TOMORROW

MASTER PLAN - UNDERLAYERS

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SOCIAL SPACES FOOD PRODUCTION GREEN SPACES PROGRAM LAYOUT INFRASTRUCTURE

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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15 16

DISTRIBUTION FUNCTIONS 1ST - 4TH FLOOR PLANS BUILDING TYPOLOGY 1

Master project

ADAPTIVE TO RESIST + MITIGATE, Dante District, Turin

19 20 02

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. TRANSFORMATION

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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

NEW RESIDENTIAL BUILDING ON SITE

A flexible space under the urban farm

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25 26

27 28 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 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 Required U value: 0.26W/m2K Actual U value: 0.21W/m2K Glass folding facade Combi futura + Required U value: 1.40 W/m2K Actual U value: 0.74W/m2K Roof terrace 28mm Composite boards 40mm Composite battens 25mm Leveling plates 2 layers water proof membrane 220mm Hard insulation pressure resistent 220mm Concrete slab ( prefab. element ) Required U value: 0.22W/m2K Actual U value: 0.17W/m2K Green Roof greenhouse solution provided by Icopal ) 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 Required U value: 0.22W/m2K Actual U value: 0.13W/m2K 2nd -6th floor structure interior garden ) 5mm Sika ( epoxy floor 80mm Cement cast on site 220mm Concrete slab prefab) 2nd -6th floor structure day area 22mm Oak parquet 8mm Sound absorbtion foam 50mm Concrete cast on site 220mm Concrete slab prefab) Ceiling Thermatex 600x600 (fixed in understructure) 50mm Rockwool insulation -3.15 II 0.00 III 6.00 IV 9.00 V 12.00 VI 15.00 VII 18.00 VIII 21.00 IX 24.00 X 27.00 Detail 1 Detail 2 Detail 3 Detail 4 5740 1600 2500 6000 2240 3500 6000 3000 ELEMENT TYPE 1 ELEMENT TYPE 2 ELEMENT TYPE 3 ELEMENT TYPE 4 ELEMENT TYPE 5 3000 3000 ELEMENTS DIVISION 1:50

SECTION

FACADE 1:50

1:50

DETAIL | ROOF PARAPET

29 30 Zinc flashing profile 24mm impregnated plywood Impregnated wooden edge battens Steel profile used to stabilize the wall of parapet 40mm screed for leveling Edge Delta beam profile Connector (Delta beam and prefab.element) Vertical wooden elements ( mounted on site 12mm Cement base 40mm Cement board element Elastic joint for facade movements, preventing cracks) Sealing tape DPM-damp proof membrane 2 Layers water proof membrane Composite battens Composite boards (understructure) Composite flooring boards Composite battens Secured glass balustrade False window frame filled with insulation, avoiding cold bridge K01_TXX_H7_EX_N07 1 5 Detail 3 Roof parapet

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 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 Required U value: 0.26W/m2K Actual U value: 0.21W/m2K Glass folding facade Combi futura + Required U value: 1.40 W/m2K Actual U value: 0.74W/m2K 2nd -6th floor structure interior garden ) 5mm Sika ( epoxy floor 80mm Cement cast on site 220mm Concrete slab prefab) 2nd -6th floor structure day area ) 22mm Oak parquet 8mm Sound absorbtion foam 50mm Concrete cast on site 220mm Concrete slab ( prefab) Ceiling Thermatex 600x600 (fixed in understructure) 50mm Rockwool insulation -3.15 II 0.00 III 6.00 IV 9.00 V 12.00 VI 15.00 VII 18.00 Detail 1 Detail 4 6000 2240 3500 6000 ELEMENT TYPE 1 ELEMENT TYPE 2 ELEMENT TYPE 3 ELEMENT TYPE 4 ELEMENT TYPE 5 LEGEND Prefabricated exterior wall element Concrete cast on site Hard insulation Thermotec insulation Sand Prefabricated interior wall element Soil Gravel VIA Built Environment PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 50 TYPE PROJECT NAME EXAMPLE SHEET Author 02/16/09 K01_TXX_H3_EX_N01 Campus beam mounted on site 40mm screed for leveling Rubber membrane ( to minimize the cold bridge impact Edge Delta beam Concrete cast on site 1 5 Detail 4 Balcony attachment Metallic understructure frame Grey light panels Wooden handrail Vertical wooden elements (paving the interior part of balcony's walls) beam mounted on site U profile part of balcony's understructure) 40mm screed for leveling Composite flooring boards Rubber membrane to minimize the cold bridge impact Edge Delta beam Concrete cast on site 1 : 5 Detail 4 Balcony attachment

DETAIL | PREFABRICATED BALCONY CONNECTED TO THE BUILDING

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.

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.

31 00 A A B 1800 B3.07.04.01 B3_07 V.04 GG G E 30 B3_07 Facade princip udsnit tårn Z_0315_Lersø_Parkallé_2 Lersø Parkallé 2, 2100 København Ø Udbudsprojekt 7 Snit AA Snit BB DatoBeskrivelse 00 A A B 1800 B3.07.04.01 B3_07 36000 V.04 GG G E 30 B3_07 36000 Wissenberg Hejrevej 26, 2400 København NV Kontr.: Udarb.: LE34 Energivej 34, 2750 Ballerup ZESO Architects Amager Strandvej 62B, 1sal, 2300 København Bygherre: Opland Landskabsarkitekter Facade princip udsnit tårn Z_0315_Lersø_Parkallé_2 BTK, MLP, MPO MSS Lersø Parkallé 2, 2100 København Ø Lejerbo Plan Snit AA Snit BB DatoBeskrivelse 03

33 34 B3.01.01.01 B3.01.02.01 B3.01.03.01 B3.01.04.01 B3.01.05.01 B3.01.06.01 B3.01.07.01 B3.01.08.01 B3_1 B3_2 B3_3 B3_4 B3_5 B3_6 B3_7 B3_8 B3_9 500 5 0 0 500 500 500 500 200 1650 200 4700 300 1646 1144 587 1646 1144 587 43465° 43 148° 41.877 ° 15 748 ° 41 877° 43148° 43 465° 43636 ° 43 636° B3_Snit AA B3_Snit AA AFFALD 1D.09 1D.06 1D.12 1D.15 1D.18 1D.21 1D.03 1D.01 1D.24 TA_B3_601_01 1D.05 1D.04 1D.08 1D.07 1D.14 1D.13 B3.01.S.09 B3.01.S.01 B3.01.S.02 B3.01.01.02 B3.01.02.02 B3.01.03.02 B3.01.S.03 B3.01.S.04 B3.01.05.02 B3.01.S.05 B3.01.06.02 B3.01.S.06 B3.01S.07 B3.01.07.02 B3.01.S.08 B3.01.08.02 B1.01.X.01 B1.01.X.03 B3.01.04.02 1D.11 1D.10 B1.01.X.02 1 9 4 3 7 5 7 1943 17.700 17.700 1D.02 1D.17 1D.16 1D.26 1D.25 1D.23 1D.22 1D.20 1D.19 2 0 0 2 5 0 0 2 0 0 1 5 0

TA_B3_200_01

35 36 B3_ST 13700 B3_01 17700 B3_02 20750 B3_03 23800 B3_04 26850 B3_05 29900 B3_06 32950 B3_07 36000 B3_08 39050 B3_09 42100 B3_TAG 45150 3050 3050 3050 3050 3050 3050 3050 3050 3050 4000 B3_5 1. sal Stue 2. sal 3. sal 4. sal 5. sal 6. sal 7. sal 8. sal 9. sal Tag 1050 349 201 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 800 2600 600 47.550 46.750 45.700 45.350 D.04 D.05 D.03 D.03 D.03 D.03 D.03 D.03 D.03 D.03 D.03 V.05 V.05 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.04 V.01 V.01 V.01 V.01 V.01 V.01 V.01 V.01 V.02 V.01 47.320 BYGNINGS ELEMENTER Kobber Teglspån Døre Vinduer 12 2098 1298612 1298612 12 2098 550 2100 HULMÅL HULMÅL 3200 1289389312 HULMÅL 1810 3001010 HULMÅL 1310 HULMÅL 2110 HULMÅL 1010 HULMÅL 1010 HULMÅL 2110 1298612 HULMÅL 1010 HULMÅL 2110 V.XX D.XX Vinduestype Dørtype G Glass M Massiv SIGNATURFORKLARING EI260 Brand klassifikation Lydklassificering Rw (db) M D.01 D.02 D.03 D.04 D.05 1562015 HULMÅL 650 15 2270 15 HULMÅL 2300 15 3070 15 HULMÅL 1562015 HULMÅL 650 15177015 HULMÅL 1800 HULMÅL 155028177015 HULMÅL 1539281370 15 HULMÅL 1800 153928137015 HULMÅL 1800 15 2060 502 15 HULMÅL 2600 V.01 V.02 V.03 V.04 V.05 EI2 30‐C M EI2 30‐CG G G GG G 30 30 G G G G G 1000 1000 2536 1000 1400 1000 2246 1000 1090 1000 3170 1000 1000 1000 Beklædning 2246 2246 Wissenberg Hejrevej 26, 2400 København NV Tlf: 33 86 34 86 www.wissenberg.dk Sagsnr.: xxxxxx Kontr.: Udarb.: Dato: Mål: Tegn nr.: LE34 Energivej 34, 2750 Ballerup Tlf: 7733 2222 www.LE34.dk Sagsnr.: xxxxxx ZESO Architects Amager Strandvej 62B, 1sal, 2300 København S Tlf: 7020 2821 www.zeso.dk Sagsnr.: Bygherre: Opland Landskabsarkitekter Rådmandsgade 45A, 2200 København N Tlf: 3393 1506 www.opland.eu Sagsnr.: xxxxxx 1 100

Facade Nord Z_0315_Lersø_Parkallé_2 07.04.2017 BTK, MLP, MPO MSS

Lersø Parkallé 2, 2100 København Ø Lejerbo Z-0383 Udbudsprojekt B1 B2.1 B2.2 B3 DatoBeskrivelse Udgave B3_ST 13700 B3_01 17700 B3_02 20750 B3_03 23800 B3_04 26850 B3_05 29900 B3_06 32950 B3_07 36000 B3_08 39050 B3_09 42100 B3_TAG 45150 1. sal Stue 2. sal 3. sal 4. sal 5. sal 6. sal 7. sal 8. sal 9. sal Tag 3050 3050 3050 3050 3050 3050 3050 3050 3050 4000 1050 349 941 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 740 2310 800 3200 50 600 2650 400 2650 400 2650 400 2650 400 2650 400 2650 400 2650 400 2650 400 3050 745 55 2800 B3.01.04.01 B3.02.04.01 B3.ST.X.06 B3.03.04.01 B3.04.04.01 B3.05.04.01 B3.06.04.01 B3.07.04.01 B3.08.04.01 B3.09.04.01 B1.01.X.01 B1.01.X.03 B3.ST.X.01 B3.ST.X.03 B1.02.X.03 B1.02.X.01 B1.03.X.03 B1.03.X.01 B1.04.X.01 B1.04.X.03 B1.05.X.01 B1.05.X.03 B1.06.X.01 B1.06.X.03 B1.07.X.01 B1.07.X.03 B1.08.X.01 B1.08.X.03 B1.09.X.01 B1.09.X.03 B3.ST.X.02 B1.01.X.02 B1.02.X.02 B1.03.X.02 B1.04.X.02 B1.05.X.02 B1.06.X.02 B1.07.X.02 B1.08.X.02 B1.09.X.02 42.100 39.050 36.000 32.950 29.900 26.850 23.800 20.750 17.700 13.700 47.550 46.750 45.400 45.700 47.320

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

ME in the project

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

REVERSIBILITY AS RETURNING TO NATURE | STRAW INSULATION = COMPOST

MAINLY PREFABRICATED ELEMENTS REVERSIBILITY AS DISASSEMBLY + RECYCLE

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VISION

WALL COMPOSITION

conform cu planurile de structura si Paeco

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

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

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

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

Acoperis peste parter / terasa

WPC deck wood plas

geotex

128mm

polis 300 ( de panta )

vata minerala rigida

placare OSB - 22mm

grinzi posi joist/spa

placare OSB - 12mm

300mm

41 42 SECTION BB 2 2 5 5 +3.50 2.200 9.850 5.850 +4.40 1.488 +7.29 3.330 2.700 3.050 5.800 +3.07 +3.15 3.988 254 5.058 5.035 2.300 LINIA TERENULUI NATURAL Spalatorie Sufragerie

luat masa Dormitor Dressing Dormitor oaspeti Wc Vestibul Dormitor 1 Placa subsol - beton armat - 300mm 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 2 Perete

- perete

monolit -250mm

- 30 -

si loc de

exterior subsol

beton

geotex

hidroizola

- 200mm

- bariera de vapori

pro

placare g pscarton - 12mm

( inaltime elemente prefab parter ) ( inaltime elemente prefab etaj

pro -

30mm

- placare gypscarton - 12mm

10 Perete interior structural / prefabricat 1 1 3 3 4 4 DA 03 DA 04 DI 01 500 2.696 454 2.598 300 2.350 500 3.150 2.598 350 785 785 +3.05 15.150 5.800 556 556 9.300 180 4.993 304 5.623 4.050 4.250 +5 80 Cota cosoroaba +3 05 Cota grinzi posi joist Tub drenaj Cota ±0 00 - 35 00 Cota placa de beton grinda lemn rigidizare gol scara conector posi joist grinda GL24h 100x300mm cosoroaba GL24h 160x200mm cosoroaba GL24h 160x200mm grinda tavan GL24h 80x200mm pop sub cosoroaba cosoroaba GL24h 160x200mm cosoroaba GL24h 160x200mm talpa de trasare conform DA 01 Detaliu soclu cosoroaba GL24h 160x200mm cosoroaba GL24h 160x200mm centura legatura panouri 50x100mm conform DA 03 Detaliu planseu centura legatura panouri 50x100mm +3 15 Cota pardoseala etaj talpa de trasare conform DA 01 Detaliu soclu grinda lemn rigidizare gol scara GLh 100x300mm grinda integrata 100x340mm grinda GL24h 100x300mm adaos din Triotherm Pivnita 1 3 5 7 9 6 2 8 conform cu planurile de structura si Paeco 10 10

umplutura pamant

GROUND FLOOR PLAN

PLAN PARTER

43 44 F 4 hp = 0 , 30 1 80 50 U 2 2 10 2 65 2 10 0 80 2 10 0 80 2 10 0 80 F2 hp= 0 00 2 30 3 75 F4 hp= 0 30 1 80 50 U1 2 10 1 00 F1 hp= 0 00 2 30 3 75 F3 hp= 1 07 1 23 3 00 F7 hp= 1 10 1 20 0 60 F 6 hp = 0 00 2 30 0 60 F5 hp= 0 00 2 30 2 00 F F 2.140 3.350 3.350 201 312 6.570 600 1.560 1.939 7.102 1.498 2.000 6.125 614 337 1.000 1.014 500 3.014 10.252 3.108 2.742 16.102 3.142 600 2.131 3.750 1.865 3.000 1.611 16.102 225 2.798 3.462 1.900 229 2.015 3.899 2.645 528 556 1.703 160 76 76 160 76 5.388 76 160 76 9.041 556 3.305 124 2.561 556 124 2.561 556 254 4.978 556 5.990 556 898 201 4.500 5.350 5.850 201 201 4.500 5.350 5.850 201 201 3.350 3.350 201 312 1.627 1.451 500 1.968 2.628 557 1.650 1.000 7.102 4.050 6.150 400 8.613 676 4.425 198 1.550 300 300 300 300 300 300 2.200 2.000 1.500 2.200 1.810 2.146 2.070 76 160 76 1.627 76 400 398 80 300 80 300 80 300 80 215 227 150 1.333 150 140 425 705 ±0.00 ±0.00 ±0.00 ±0.00 ±0.000 87 51 22 51 57 5 -2.80 -0.35 ±0.00 -1.40 -0.700 17 5 ±0.00 ±0.00 -0 175 - 0.350 17 5 -0 175 -0 1750.35 contur etaj Taluz înierbat Platforma acces rigizare gol scara Trotuar de garda Teava canalizare Stalp lemn 150x150 mm trotuar de garda Stalp lemn 150x150 mm Vestibul A 4 15 m2 microciment Baie 1 A 3 70 m2 microciment Spalatorie A: 4 10 m2 microciment Bucatarie A: 17 60 m microciment Sufragerie si loc de luat masa A 30 30 m2 microciment Dormitor 1 13 10 m2 microciment Dressing 1 4 70 m2 microciment Baie 2 5 00 m2 microciment LEGENDA perete exterior structural din lemn 40 cm grosime cu izola + 5cm + spa electrice interior si placi / total grosime perete interior nestructural - pro par -carton / 13 cm H=2 70 H=2 70 H=2 70 H=2 70 H=2 70 H=2 70 H=2 70 H=2 70 SUPRAFATA CONSTRUITA =113 00 (casa)+16 00 (pla =133 00 mp SUPRAFATA UTILA = 82 65 mp SUPRAFATA LOCUIBILA = 43 40 mp SUPRAFATA DESFASURATA (parter+etaj)= 218 00 mp SUPRAFATA DESFASURATA (subsol+parter+etaj)= 252 50 mp MSR MSV MSR MASINA DE SPALAT RUFE MSV MASINA DE SPALAT VASE C CUPTOR F FRIGIDER DF DETECTOR DE FUM/ MONOXID DE CARBON TABLOU ELECTRIC TE TE DF DF Terasa neacoperita A: 36 50 m2 ciment periat Platforma acoperita A: 15 80 m WPC COTA +0 00 = 423,76 NMN 1% 1 % 1% 1% DIP hp = 1 07 inaltime g 1 03 conform cu planurile de structura si Paeco conform cu planurile de structura si Paeco 1 % 1 % Platforma neacoperita A 19 20 m2 WPC 2 10 0 80 1 1 3 3 4 4 A A B B C C 2 2 5 5 2 10 0 90 556 2.002 124 1.782 254 556 1.002 124 876 124 1.782 254 254 910 4.071 304 1.904 124 1.756 124 1.635 556 556 2.493 304 3.193 556 556 2.095 304 556 398 1.203 1.857 2.188 900 180 5.055 180 5.685 476 122 4.852 556 2.095 304 180 1.541 3.005 1.059 556 1.533 2.635 3.335 400 400 1.199 B B A A C C D D E E F F stalp GL24h 160x160mm placat fibra de lemn 40 mm si ffinisat cu tencuiala decorativa stalp GL24h 160x160mm placat fibra de lemn 40 mm si ffinisat cu tencuiala decorativa

pe structura metalica cu trepte din dulapi de stejar vechi reconditionat 350X500mm Gol trecere tuburi ventilatie

cu tabla fa tuita ( solutia folosita pentru acoperis ) 4 stalpi din lemn 80x120mm sustinere copertina + rol de riflaj pentru plante cataratoare 18 TR 17 5 X 27 cm semineu + cuptor cos fum N

scara

Copertina pe structura din lemn acoperita

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 05

47 48 04_4. SAL 16833 021 100 360 mm til modul A 178 28 26 150 90 145 150 389 DAMPSPÆRRE SIGNATURFORKLARING: TAGPAP VÅDRUMSMEMBRAN MURPAP IN-SITU BETON IHT. ING. PRÆFAB. BETON IHT. ING. MURSTEN BLØD ISOLERING IHT. ING. HÅRD ISOLERING IHT. ING. STÅL IHT. ING. GULVPLANK/FODLISTE KLINKER/FLISER NEOPREN BLØD FUGE WINDBOARD GIPS CEMENTPUDS POREBETON TERRÆN IHT. LANDSKABSARK. Kontr.: Udarb.: Dato: Mål: Tegn nr.: ZESO Architects Bygherre: Frederiksborggruppen A/S Sagsnr.: Z-0392 Rev.: Arkitekt: Sagsnr.: Tlf: 7020 2821 Lergravsvej 57, 1. TH. 2300 Kbs S Rev. Dato Revision Tegner Godk. Ingeniør: Tlf: 4848 2444 Håndværkervænget 9 3400 Hillerød AFM Rådgivende Ingeniører A/S Note: Alle mål og koter på tegningen er teoretiske. Det er entreprenørens ansvar at kontrollere alle mål på stedet inden udførsel. 1 5 Tagfod Martinsvej 1 05/15/17 MHP MSS K01_H5_E4_N010 Martinsvej 1, 1926 Frederiksberg C Z-0392

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.

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