Portfolio Constructing Architect Victor Bejenaru by Victor Bejenaru

PORTFOLIO

CONSTRUCTING ARCHITECT VICTOR BEJENARU

SELECTED WORKS 2014-2016

VICTOR BEJENARU CONSTRUCTING ARCHITECT Contact me

PERSONAL

WORK EXPERIENCE

Address // Røsagade 54, 2300,Copenhagen S, Denmark.

BJARKE INGELS GROUP Constructing architect intern Jan 2016 - Dec 2016 Copenhagen, Denmark www.big.dk

Age // 24 years Nationality // Moldovan Driver license // Yes

email: victor.bejenaru1@gmail.com phone: +45 22594157 skype: victor_hop linkedin: victorbejenaru

EDUCATION

MY OBJECTIVES “My goals are to work on projects where nature is integrated within buildings to create cities of the future. Building an environment to function as a ecostyem“

RESPONSIBILITIES: Working with floor plans,sections and various construction details. Gained knowledge about solving issues within construction projects and using right materials. Participating in meetings. BIM modeling.

LILLEBAELT ACADEMY - ARCHITECTURAL TECHNOLOGY AND CONSTRUCTION MANAGEMENT Bachelor Diploma Sep 2013 - Dec 2016 Odense, Denmark www.eal.dk

SKILLS ACQUIRED: Project mangement, theory of materials,building regulations,technical drawings,BIM, co-ordination and planning,technical installations,structural construction,financial analysis,time squedules, team working.

TECHNICAL COLLEGE “HENRI COANDA” Baccalaureate Diploma Sep 2013 - Dec 2016 Timisoara, Romania www.hcoanda.ro

SKILLS ACQUIRED: Understanding standards of mathematics, problem solving, communication and representation. Multi-tasking, study habits, note-taking, prioritizing.

LANGUAGE

SKILLS

STRENGTHS

Romanian

Archicad

Creativity

English

Revit

Reliability

AutoCAD

Communication

Office Tools

Leadership

Russian Danish

MS Project Sigma Adobe InDesign Be15

AWARD English Oxford Placement Test Jun 2013 Publika TV Football Cup Jul 2013 First place Junior Achivement Young Enterprise May 2013 Job Shadow Day Training and Integration School for Young Children Nov 2011 Active participation

HOBBIES

Table of Contents 4

Ø4: Multi-storey building with commercial and residential use

Panda House Copenhagen Zoo, Denmark

FÆR: Education Center Tórshavn,Faroe Islands

VIBE: Multi-storey building with residential use Copenhagen, Denmark

Lillebaelt Academy of Professional Higher Education: New Campus Odense, Denmark

Office & Production building: Prints & Advertisments Ltd. Odense, Denmark

Aarhus, Denmark

INTERNSHIP EXPERIENCE Ø4: Multi-storey building with commercial and residential use Project mananger: Jesper Bo Jensen Location: Aarhus, Denmark Size: 26500 m²

Description: AARhus project is a multi-storey building located in the new urban development of Aarhus Ø. The building offers for both private and commercial use. Each corner of the building peaks at various hights: a stepped roofscape creats large private terraces for outdoor activities at different levels. A courtyard , offers a shared garden for all residents to grow vegetables, fruits trees and horst outdoor community dinners. BIG render

Axonometry view of facade details

Floor plans and sections marked with green are areas where are thermal bridges. WS18

WS18

C13

C14

C11

C12

C13

C14

C11

C12

C13

C14

WS24

C12

WS18

C11

WS24

C14

Indgang trappe til N217 etage 02

Ud- og indkørsel til P-kælder

Cykel-P. dobbelt: 8 stk per etage

WS18

C13

WS24

C12

WS24

C11

Facadedetalje

Altan

4 stk

1,800

1,800 N1014

OVN

T V

N1014

WS2 5 5

ID1

2,865

WS26

MK_05

OPV

100 N1014

B10

OVN

N104 1

Altan

WS23

N101

Cykel-P. 16 stk.

N101

1,80

N101 4

OPN

MK_

MK_ 07

ID1

OVN

WS24

N10 41

WS18

Garagevent./røgudluftning - Ind

N101 4

ID1

MK_

01_M

WS1 1

OVN

MK_ 02_ M

WS1 1

N10

B08

N10 01

P178

P036

B08

N101 4

B08

B08 T

ID1

N10 41

N10 13

Altan

N101 4

OVN

ID2 ID5

T5 13 N10

220250 80 2,600 3,150 220250 80 2,760 3,310 270 100 2,420 2,790 270 100 3,130 3,500

Tegn. nr. - Rev.:

Sketch.4-

ØBIG FORE16L/2016

270 100

2,600

3,150 3,150

2,600 2,760

3,310 2,790

2,420 3,130

3,500

270 100

+2,500 0 Stuen

-1,000 -1 Kælder -1,600 -2 Fundament

C12

C11

WS26

C12

C13

2,600

WS23

220250 80 2,600 3,150

220 250 80 220 250 80 270 100

-1,000 -1 Kælder -1,600 -2 Fundament

+5,290 1 1. Sal, Mez.

EMNE

DATO

2,600

3,150 3,150

220 250 80

2,600

INIT

Hovedprojekt

220 250 80 3,310

+8,600 2. Sal, Plint

2,760

3,310

220 250 80

220 250 80 3,150

2,600

220 250 80 3,150

2,600

+11,750 3. Sal

220 250 80

3,150

+11,750 3. Sal

+8,600 2. Sal, Plint

2,760

+8,600 2 2. Sal, Plint

REV

+14,900 4. Sal

2,760

220 250 80 3,150

220 250 80

2,600

+14,900 4. Sal

2,600

+11,750 3 3. Sal

220 250 80

3,150

+8,600 2 2. Sal, Plint

3,310

+2,500 0 Stuen

C11

3,310

220 250 80 220 250 80

3,150

+14,900 4 4. Sal

2,600

+11,750 3. Sal

+8,600 2. Sal, Plint

+11,750 3 3. Sal

270 100

+5,290 1 1. Sal, Mez.

C12

+14,900 4 4. Sal

220 250 80

WS22

3,310

2,760 270 100 3,130 C11

+8,600 2 2. Sal, Plint

2,790

270 100

2,420 270 100

-1,000 -1 Kælder -1,600 -2 Fundament

2,600

+14,900 4. Sal

13 N10

3,150

3,150 220 250 80

3,150

2,600

+11,750 3 3. Sal

3,500

+2,500 0 Stuen

B07

N101 ID2

ID2

3,310

270 100 2,790 3,500

+5,290 1 1. Sal, Mez.

2,420

270 100

WS1 1

WS2 5

ID3

WS2 5

ID3

N10

220 250 80 3,150

2,600

220 250 80 3,150

2,600

+11,750 3 3. Sal

N226 Facadedetalje

2,600

2.2 Sal

N225 Facadedetalje

270 100

-1,000 Kælder -1,600 Fundament

N101

ID2

+14,900 4 4. Sal

3,130

+2,500 Stuen

OVN

ID3

B07

1.1 Sal

+8,600 2 2. Sal, Plint

+5,290 1. Sal, Mez.

WS1 1 N101 4

Altan

N10

ID3

B07

+14,900 4 4. Sal

+8,600 2. Sal, Plint

WS18

ID3

ID4

WS2 5

T5 +11,750 3. Sal

WS1 1

0. Stuen

-1. Kælder

OPV MK_

LS 0

N101 4

WS2 5

ID2

ID4

N10 13

ID3

Måler afl. rum

OPV

1,60

N101 4

+14,900 4. Sal

MK_ 01_M

ID3

B07

ID2

WS1 1 ID3

N101

ID1

Depot

N101 N101 4

ID1

N101

Affald

ID3

OVN

1,60

OPV

N10

WS1 1

Depot

N100

B09

OPV

WS1 1

N101 4

WS24

N10

WS24

BIBE RN EL LE

P037

N101

Private terrasser

WS18

N101

WS24

B09

6 m2

MÆ

WS18

B09

Altan

BV_31

ID1

V T

B09

N101

PU LL ER TL AM PE

P038

P109

P180

P179

OVN

JO RA RDBÆ ET MSL R, ØG SK C

WS18

N10 14

OPN

Depot

N100

WS23

N10

Trappe til terræn

WS23

3,9

ID1

6 m2

9 10

670

MK_05

N101 4

BV_32

7 m2

WS26

B10

kom bi

ID2

N1014

WS23

Bd BV_27

ID1

WS22

N1014

V/T

N1014

12 x 179 = 2,153

WS26

WS27

ID2

WS22

ID1

N101

WS26

B10

RL1

YD8

ID1

N1014

ID1

OVN

N1014

SK_02

OPN ID1

OPV

N1014

MK_02

ID6 ID2

N1013

N1014

P001

OVN

1,60

N1035

N1015

11 x 179 = 1,973

ID1

1,80

OPV

N1014

N1041

ID1

N1012

ID2

ID1 V

N1012

N1014

ID3

N10 01

N101

T6 N1012

N1035

6 m2

N101 4

WS23

N1014

WS22

7 m2

RL1

N1013

kom bi

ID1

Depot

WS27 ID6

N101

WS26

B10

ID1

N1014

WS23

WS22

BV_17

N1002

V/T

BV_33

N1014

vicevært

N1014

N1012

ID2

N1014

ID4 ID4

8 stk

WS27 ID4

ID2

WS2 5

ID4

ID2

ID4

N1014

ID1 11 x 179 = 1,973

ID4

N1014

N1001

N1014

10 11

N101

N1014

WS27

RL1

N1013

Trykforøger

N404 Gulve/Etagedæk, Vægge, Lofter, Døre

WS26

N1002

N1014

P144

ID6

N1014

ID4

WS22 N1013

N1014

N1001

N402 Gulve/Etagedæk, Vægge, Lofter, Døre

MK_04

OPV

N1012

ID4

N1002

ID4

ID3

WS2 5

N1002

ID4

WS27

Affald

N1012

WS22

1,60

N1014

RL1

Måler afl. rum

N1014

N1011 ID3

N1013

N1014

N1052

N1014

WS27 N1001

10 11

OVN

N1014

ID3 Ned til Kælder

Overtryksventilering

N1012

N1013

SK_04

OPV

N1014

WS2 5

Sprinkler central

N1013

N1002

ID1

N1041

Depot

N1015

Indgang

Depot

11 x 179 = 1,973

N1013

N1014

N1015

11 x 179 = 1,973

1,600

ABA

N1013

N1014

N1041

P227

ID4

12 x 179 = 2,153

P226

8 stk

N1015

OTV

ID10

Difficult acces for 2 upper spots

P225 ID4

P224

N1015

P223 N1014

P222

KILDEN & MORTENSEN

WS11

WS24

270 100

2,790

LAND - 1til1 landskab - Trekronergade 149A, 3.sal, 2500 Valby - Tfl.: +45 3324 1208 ENTR - MT Højgaard A/S - Lystrupvej 50, 8240 Risskov - Tfl.: +45 7012 2400 Dato:

3,500

2,950 -1,000 Kælder -1,600 Fundament

WS25

220 250 80

2,790

2,420

270 100 3,500

-1,000 Kælder -1,600 Fundament

ING - MOE A/S - Åboulevarden 22, 8000 Aarhus C - Tfl.: +45 8750 8700

Projekt nummer:

xx.xx.2016

(BIG) 13033

Initialer:

Kontrol:

Sketch.1 Cold Bridge Tegn. nr. - Rev.:

Målestok:

C11

Godkendt:

Tegn.:

270 100

-1,000 -1 Kælder -1,600 -2 Fundament

AARhus

Irma Pedersens Gade, 8000 Aarhus C ARK - BJARKE INGELS GROUP - Kløverbladsgade 56, 2500 Valby - Tfl.: +45 7221 7227

+2,500 Stuen

3,130

+2,500 Stuen

+5,290 1. Sal, Mez.

270 100

270 100 2,420

2,790

270 100

+5,290 1. Sal, Mez.

270 100

2,790

2,420

270 100 3,500

270 100

-1,000 Kælder -1,600 Fundament

+2,500 0 Stuen

3,130

+2,500 Stuen

+5,290 1 1. Sal, Mez. N104 Sokkeldetalje

3,500

270 100

Ove Jensens Alle 35, 8700 Horsens +5,290 1. Sal, Mez.

WS27

Sketch.4-

1:100 Note:

(between C11-C12 is breaking section line) C12

C13

Alle mål kontrolleres og koordineres af entreprenør og leverandør Alle mål i mm & alle koter er absolutte C14

Horizontal view of facade detail

INDE (ELEVATORSKAKT)

INDE (TRAPPETÅRNE)

INDE (ELEVATORSKAKT)

REV

EMNE

200

435

180

145

100

KILDEN 207

207

Ove

Irma

ARK - BJARKE INGELS GR

25 8

ING - MOE A/S - Åboulev

LAND - 1til1 landskab - T

ENTR - MT Højgaard A/S Dato:

UDE (GÅRD)

xx.xx.2016 Initialer:

SECA Tegn.:

Facadedetalje Vandret snit Målestok:

Panda Zoo House

Panda House

Project leaders: Ole Elkjær Larsen,Nanna Gyldholm Møller Location: Copenhagen, Denmark Size: 2450 m² Description: The panda house is located in the main zoo of Copenhagen. The design is represented as a circular shape “Yin-Yang” with one half for female panda and another half for male panda. They complement each other and together they are balanced and form a whole. The construction has 2 floors: ground level and roof level covered with green circular paths. It makes it special that people can see at the ground level how zookeepers feed and supervise panda bears. Both terrains in the shape of yin and yang are lifted at each end to the roof to create a natural slope to the terrain so zookeepers can have access to them. BIG render The site is really compact and we had to make basic sections and see where the existing elephant building meets our building. I found that the level in tunnel, dressing and technical room was +22.5 and the roof is +25.5(including build up1m) which means that the height of the rooms is 2 m so we had to make it lower by 1 m to have the height of 2.5 m and then put the stairs in the dressing room. (below) +20.94

+20.94 +21.09

+30,0 +21.55

+23.7 (+25.5) +21.5

(+25.5)

550

(+26.0)

Rampe

+25,5 550

1,255

+25,0

+21.5 454

3,000

Rampe

Shop

Nursery

+21,5

+21.5

+21,5

3.50

3.75 4.00

4.25

SHOP 53 M2

3.25 4.50

4.75

3.00

2000

+21.5

4411 4803

3268

+21.5

TRÆNING 12 M2

2462

SNIT A-A Scale 1:100

1 207

7046

+21.5

3.75 3.50 3.25

EKSTRA BOX 12 M2

7259

3.00

9 438

37 33

NURSURY 44 M2

4.00

12 25

436

glass height 1.2 m

4.50 4.25

4285

2.75

2.50

2.25

BAMBUS-KØLER 18 M2

6.0°

2.00

2046

300

2400

1.75 2.0 2.25 2.5 2.75 3.0

1300

RAMPE 1/10

GÆSTER 117M2

3.25

2.75

7163

+20,0

14142

3.5 3.75

+30,0

+22.5

4.0

3.00 4564

? exibition

NURSURY 42 M2

+25.0

3528

3,000

+25.5

4,000

TRÆNING 12.5 M2

3.75

100 0

450 550

3.5 3.25

3,000

TEKNIK

2302

+25

+22,5

3.00

156

SK 001 0

KONTROLRUM 15 M2

RAMPE 1/10

2.75

1500

PERSONALE 23 M2

+21,5

EKSTRA BOX 12 M2

900

SLUSE 8 232

3.0

Tunnel

Teknik

+22.5

389 6

Rampe +25.91

+25,0

2.50

STORAGE 28 M2

+25

PANDA KØBENHAVNS ZOO

+20,0

DISPOSITIONSFORSLAG

+25.91

SITE PLAN 1:200

SNIT B-B Scale 1:100

EMNE:

Skitse_snit TEGNINGS NR.:

+30,0

SK 001

+30,0

Eksisterende bygning

REVISIONS NR.: MÅL: DATO: REV. DATO:

Rampe 4,000

Rampe

Hun Træning

+23,7

3,000

Nursery

Køkkenlager

Rampe

+22,5

Åbent køkken

Restaurant

2,500

+22.5

450 550

1:10 +25

+25,0 Gæster

+21,5

1:100, 1:1 09.05.2016

INIT.: KONTROL: GODKENDT

4,000

+26

For

3,500

+25,0

3,000

450 550

1,715

550

+26,5 2,950

+21,5

VIBE HØGNI

elø

10/

25/

BYGHERRE

Roskildevej 32 2000 Frederiksberg

+20,0

ARKITEKT Kløverbladsgade 56 2500 Valby

INGENIØR: Solrød Center 29, 2. 2680 Solrød Strand

SNIT C-C Scale 1:100 GSEducationalVersion

SNIT D-D Scale 1:100

Rev.

Dato

Emne

Alle koter og mål kontrolleres på stedet (alle mål er angivet i mm.) Alle mål i Københavns ZOO er indmålt i KN Kote i DVR90 = DNN (-0,066m)

INIT.

LANDSKAB: Esplanaden 8C, 4 tv. 1263 København K

big

2017

Københavns ZOO Tlf.: 72200200 www.zoo.dk

BIG A/S Tlf.: 72217227 www.big.dk

Strunge Jensen A/S Tlf.: 72217227 www.strunge.dk

SCHØNHERR A/S Tlf.: 33186180 www.schonherr.dk

In this plan I showed and calculate the total areas of all zones that will be covered with flooring materials. (right)

One of my tasks was to show unfolded elevations, radiuses, surface areas, dimensions of glass facades and railings for both floors. I had also to follow the regulations and take into consideration ramps for disabled people.(below) 1 Exterior new-existing loop +25 +23

+22.06

+20.88

+20.85

+20.65

+20.40

+20.78

+20.54 +20.60

+20.50

+20.90

+22

1:25

+21.09

+22

+25.5 +25

+25.5

+25

1:10

+22

+22.5

2 Interior new-existing loop +25 +23.05

+22.46

+22.10 +21.91

+21.35 +20.90

+20.70

+20.50

+20.45

+20.95

+20.50 +20.50

+21.09

1:25

+22

+25.5 +25

+25.5

+25

1:10

1:10 +22

+22.5

Existing information New information

2 5 1:2

P2.5

+25

PANDA KØBENHAVNS ZOO DISPOSITIONSFORSLAG

EMNE:

0. Grundplan TEGNINGS NR.:

P2.5 REVISIONS NR.: MÅL: DATO: REV. DATO:

1:200

INIT.: KONTROL: GODKENDT

BYGHERRE Roskildevej 32 2000 Frederiksberg

ARKITEKT Kløverbladsgade 56 2500 Valby

INGENIØR: Solrød Center 29, 2. 2680 Solrød Strand Rev.

Dato

Emne

Alle koter og mål kontrolleres på stedet (alle mål er angivet i mm.) Alle mål i Københavns ZOO er indmålt i KN Kote i KN = DNN (-0,028)

INIT.

LANDSKAB: Esplanaden 8C, 4 tv. 1263 København K

Københavns ZOO Tlf.: 72200200 www.zoo.dk

BIG A/S Tlf.: 72217227 www.big.dk

Strunge Jensen A/S Tlf.: 72217227 www.strunge.dk

SCHØNHERR A/S Tlf.: 33186180 www.schonherr.dk

gen nlig Ove 04 EtageK D BLO

EMNE:

TEGNET/KONTR. AF:

Snit A01 A-20-A01 se tegn.nr.

NB ALLE KOTER OG MÅAL KONTROLLERES PÅ STEDET REV. DATO:

Geilin 22

FO-100 Tórshavn

15.0°

15.0° se tegn.nr. A-50-06

15.0°

FO-400 Klaksvik

ere 7 brus

A2 0

12M0 BD6 7 #2.7D51 3 1210 ADK

1657

800 800

1561

0 8,25 Loft UK 4,080 F.G

1654 1560

0 7,44 Loft UK 4,080 F.G

D02 #2.91 Ukl. 9M 103910

2094

12. 0°

00 40

2150

20 10

0 370 t skak

se tegn.n

1138

BD60 10M

D02 #2.97 Ukl. 9M 910 98

r. A-5007

ere 2 brus

425

0 7.44

125

1830

1,855

Loft UK 4,080 F.G

1301

D52 #2.1 BD3 03 12M 0 ABD L 1210

Glas (blå) #2.101 225 BD60 10M 1090 10M ADK #2.10 F30-C 2 Glas 2 ADK (blå)

1375

0 7.44

121 0

Loft UK 4,080 F.G

ADK #2.19 1 1548

12.0 °

0 7,44 Loft UK 4.080 F.G

0 7,44 Loft UK 4,080 F.G

D02 #2.96 Ukl. 9M 838 910 469 0 7,44 Loft 0 UK 4,08 #2.94 F.G BD60 10M Glas (blå)

0 140

7 C1

577

15.0 °

121 0

9M -C 30 BD

100

C1 6

0 7,44 0 Loft UK F.G 4,48

15. 0° #2. MK 20

0 7,44 Loft UK 4,080 F.G

#2 MK .21

10M Csa #2 /pu Gla .106 mp e ADK s (blå 2 )

-212 A-62

C01 r. A-2 Snit n.n teg se

1800

700

1800

01 C14 0-A

10M1010

200

) (klar Glas 1 #2.7 Ukl.

1800

0 140

A-2(2ND)

1300 1600

C1 3

) (klar Glas 6 #2.6 F30 10M1010 200

1600

6 1-80 A-6

900

2 C1

2177

6435

1370

3 ADK1010 D25 3 #2.7 0-C BD3 10M

1475

1769

A-1(2ND)

759

A-5(2ND)

200 1010 10M ) F30 7 #2.6 (klar Glas

6795

15.0°

1800

1500

0 140

5217 A-9(2ND)

1 C1

1322

750

1810

10M1010

200

) (klar Glas 3 #2.6 Ukl.

0 7,44 Loft UK 4,080 F.G

er lads jdsp 16 Arbe

1 1-51 A-6

0 7,44 Loft UK 4,080 F.G

12 r. A-50-

se tegn.n

0 4,08

1826

1322

9075

1600

9 1-02 A-6

200

1322

1670

) (klar Glas 10M F30 9 #2.51010

15.0°

7200

0 B1

73 20,3

1 392

1322

1500

0 345

6,351

2054

1316

1322

0 240

230

1675

1322

750

F.G

0 4,36

0 7,44 Loft UK 4,080 F.G

R18890

gen nlig Ove 05 EtageK E BLO

13 r. A-50-

se tegn.n

1400 0 7,44 Loft UK 4,080 F.G

Loft

er lads jdsp 16 Arbe

1200

1650

377

0 142

F.G

0 7,44 Loft UK 4,080 F.G

0 5,27

750

1750

18,30 0

ng til Udga

750

7145

1000

1 194

0 142

900

750 750

A-17(2ND) ) (klar 6 Glas #2.5 Ukl. 900 10M 1950 0 4 1,95 268

910

750

æn terr

Fac

Zigz

0-2

. A-3 n.nr

teg

0 1205

A-6 1-00 2_B und

9 498

A-19(2ND)

1586

200

0 290

1853

F.G

0 0,68

953

0 290

2056

1 1-80 A-6

limer Kant 005

6208

4 A1

9343

-805 A-61

2203

1 1-80 A-6

2245

2419

e skin ema Kehl 034

3104

s rsak Fine 004

0 7,44 Loft 0,680 F.G

2921

A1 3

0 7,44 Loft UK F.G 0,00

3542

15.0 °

e skin ema Tapp 022

2287

nd _Bu -026 A-61

0° 15.

1057

150 916 150 595 715

-801 A-61

0 200

4457

780

22,271

2647

2717

A-61-510

er sætt men rsam Fine 007 1421

15.0 °

nd _Bu -027 A-61

-801 A-61

-802 A-61

3405

26,685

1212

A-20-A01

Ukl. 10M 1 900 #2.5 ) 1930 0(klar Glas 1,93

730

1715

A-18(2ND)

795

Ukl. 10M

203

730

nd _Bu -026 A-61

5 A1

° 12.0

0 (klar)2 1,93 Glas #2.5

990

-023 A-61

8 154

8 497

-802 A-61

1998

D013 #2.5 Ukl. 9M 910

2830

990

4 142

200

9M Ukl.4 #2.5 D01

ning

, Byg ade

90.0°

0 2,38

A-12(2ND)

1513

0 1-41 A-6

e ross _Sp -223 A-61

200

929

1210

20715

2010

207

C02 Snit 01 0-A A-2

730

n.nr.

0 7,44

795

teg

Loft

8 207

1037

3875

A-21(2ND)

A-14(2ND)

A-15(2ND)

730

8 154

910

1670

8 207

345 910

4,7 0 7,44

2054

A-16(2ND)

10M Loft UK

1950 10M Ukl.7 #2.5(klar) Glas

5 544

0 1,95

15.0°

D098 #2.5 0-C BD3 10M 360 1010

18M BD60 #2.119 Glas ADK (klar) 2

A-11(2ND)

A-13(2ND)

r) (kla Glas 6 pe #2.4 pum Csa/

-422 A-61

8 154

2054

12M 0-C 990 BD3 2 #2.6 1210D52.1 3 ADK

5 415

C01 Snit 01 0-A A-2

200

8 244

A-10.6(2ND)

2054

A-10.5(2ND)

n.nr.

teg

290

D-1(2ND)

2054

) (klar 1134 Glas 5 #2.5 Ukl. 10M1010 200

R 31,100

A-10.3(2ND)

A-10.5(2ND)

18M BD60 #2.12 Glas 0 ADK (klar) 2

0 4,64

C-2(2ND)

A-10.4(2ND)

5,754

A.10.2(2ND)

1210

1090

A-10.1(2ND)

R 22,200

A-61-502

0 5,48

F.G

910 ADK Glas 2 450 #2.118(klar ) 9M Ukl.

v stor otek 7,440 Bibli 0 Loft UK F.G 4,08

F.G

882

3104

3471 sse rpre Fine 006

m d: 280m m Grun : 170m ning Stig

A-61-501

0 4,92

1795

r kine mas Slibe 010

Snit F01 se tegn.n r.

er puds r mme Kant este 027 Kæd 033

15.0°

er puds Bånd 028

r ionæ er Stat fræs over 042

1656

1174

/ esse mepr se Ram pres kant 008

1312

0 7,44

0 7,44 Loft 0 UK 4,08 F.G

se tegn.nr. A-40-01

0 5,76

F.G

225

F.G

0 5,20

425

A-20(2ND)

200 1010 10M F30 0 ) #2.6 (klar Glas

1322

1600

3 ADK D2510108 #2.6 0-C BD3 10M

1322

1305

6.0° A-4(2ND)

1690m m

0 6,04

R 18,900

mm e: 2100 højd Loft

A-8(2ND)

mm e: 2500 højd Loft

200 1010 10M ) Ukl. 4 #2.6 (klar Glas

750

1475

R 11,200

R 14,500

F.G

mm e: 2800 højd Loft

F.G

mm e: 3000 højd Loft

0 6,32

-505 A-61

2789

910 9M 0 350 BD6 28 #2.1

Lofth øjde:

F.G

4089

F.G

15,89 0

A-61-423.1

2369

0 4,08

F.G

nd Bu 1.1_ 00 61A-

4,63 7

ADK Glas 2 #2.123(klar) Csa/p 18M umpe 12,525

pe 18M pum Csa/ 25 #2.1 2 ) ADK (klar Glas

A-6(2ND)

1100

5 01 C1 0-A

1800

700

200 1010 10M ) Ukl. 4 #2.7 (klar Glas

1800

0 140

A-7(2ND)

C02 r. A-2 Snit n.n teg se

3 154

3 285

0 140 823

4,252

16 . rev 01.20 ADK 15. L. t OE øje tilf 16 . rev 01.20 ADK 15. L. t OE øje tilf

0 7.44 0 Loft UK F.G 4,08

503 61A-

#2 Csa .12 /pu2 mp e

18M R1

nk lebæ Høv 002

A-61-423.2

1 22,27

811

E-1(2ND)

18M0 BD6 4 #2.8 (blå) Glas 2 ADK

) (klar Glas 2 ADK 24 pe #2.1 /pum Csa 9M

) (klar Glas ADK 2 26 #2.1 pe /pum9M Csa

0 7.44 0 Loft UK F.G 4,08

18M

A-3(2ND)

D0 #2 9 .81

12MC F30- 3 #2.8 (blå) 2 Glas ADK

0 7,44 0 Loft UK F.G 4,08 ) (klar Glas 29 dB #2.1 42 Ukl.

9Me ump m/p 27 Csa #2.1 ) (klar Glas akt iksk Tekn

18M0 BD6 30 #2.1(klar) 2 GlasADK

åde eomr Paus der Stan 001

0 7,44 0 Loft UK F.G 4,08

6430 4663

der Stan 001

ng Udga æn til terr Fribredd e min. 1200mm

952

1138

0 7,44 Loft 0 UK F.G 4,08 Glas (blå) #2.88

2 R1843

750 rings Dose g anlæ 149

1272

#2.92 #2.93 D02 Ukl. D02 D02 Ukl. #2.98 #2.99 9M Ukl. D02 Ukl. 9M 9M 403 910 481 910 9M 215 75 75 910 481 910 423 215

400

0 7,44 Loft UK 4,080 F.G D02 #2.90 Ukl. 485 9M910 838

800 0 8,25 Loft UK 4,080 F.G

ik Tekn

30 00

B-1(2ND)

2625

n.n

8 R2380

k mati Pneu 095

0 8,28 Loft UK 4,080 F.G

37 410 7 120 A-610

165 0 20 0

teg

D23 BD30 9M 910

397

m d: 280m m Grun : 170m ning Stig

-0 4

1900 50

1900

2 ADK 18M 0, 42dB ) BD6 0 #2.5 (klar Glas

åde eomr Paus

1692

855

ere Fræs 389 085

A40

0 7,44 Loft UK 4,080 F.G

0 8,20 Loft 0 UK F.G 4,08

971

e skin ema ebor Søjl 086 2000

4 164

276

2 1290

9 0-3 A-5 .nr. 0 7,44 tegn Loft UK 4,080 F.G

16 . K 01. 15. L. AD t OE øje tilf

206

nke ebæ Drej 084

0 8,25 0 Loft UK F.G 4.08 0 3.89 R.B

2250

akt iksk Tekn

880 300

) ntar t inve (løs

B-2(2ND) rev 20

Loft

206 600 0

Loft

799

0 8,25 0 Loft UK F.G 4.08 0 4.08 R.B

e skin ema ebor Søjl 086

309

e ebor Søjl kiner 0 8,25 mas 0 Loft r 086 UK F.G 4,08 er slibe kslib Bånd Bæn til 087 Ven r 088 kine slibe mas 121 Dyse 0XX akt iksk Tekn

ord jdsb Arbe

s Gla

aulik Hydr er pump 094

aulik Hydr er pump 094 l ersa Univ .slib. værk 091 1200

D25 21010 #2.70-C BD3 10M

097

F.G

m d: 297m m Grun : 140m ning Stig

3516

2942

B-3(2ND)

880

r bine seka Svej 140

der Stan 001

670 1300 tor smo Skib der 6 cylin 1500

nk lebæ Høv 002

0 7,44 Loft UK 4,080 F.G

910 172

0 8,25 UK

e ænk Fileb 099

A-5

209

R40 0

A-61-028.3/ A-61-226.3

1010

0 2056 0 6.58 Loft 1225 UK 4,080 F.G

1300

570 0 8,28 Loft UK 4,080 F.G

Stol 1400 x 17501950

0 8,25 UK

3290

1620 e ænk Fileb 099

aulik Hydr bænk test + 093 092

10M 0-C ende BD3 x ster nke #2.x Eksi ebæ D25 Drej

r bine seka Svej 140

0 8,25 0 Loft UK F.G 4,08

0 4.08 F.G 4.080 0 8,25 R.B Loft UK

e ænk Fileb 099

åde eomr Paus

0-3

.nr. 880 tegn se

791 1500

R40 0

1322 A-61-303_Top

1322 1322 1322

F-1(2ND)

D20 0 #2.7 Ukl. 10M

A-5

1070

3115

ar) (kl

Loft

.nr. tegn

sav Bånd 075

er elag Plad 079

er bukk kant CNC071

s esak Plad 072

C-1(2ND)

1750

0-15 A-4 0 8,25

e) s(lill esak Plad 080 lle) er(li bukk Kant 081

) (klar Glas #2.47 pe pum Csa/ 10M

0 7,44 0 Loft UK F.G 4,08

.nr. tegn

300

0-3

Loft UK 4,080 F.G

saks iljern Prof 076

0 11,52 0 Loft UK F.G 4,08

300

0-3

A-5

1322#2.151 ADK

1322 1322

mm 280 m : 170m ning Stig

nd: Gru

1200 377

910

r bine seka Svej 140

10M 100 1010 0-C BD3#2.69 D25 0 8,25

.nr. tegn

e skin rema skæ CNC070

1650

549

327

0 6,58 Loft UK 4.080 F.G 3.890 R.B 600

1980

023

e Søjl mask. bore

e) e(lill Vals 074

1400

8,195

10M e

mp /pu 43 Csa #2.(klar) s Gla

1010

Loft UK 4,080 F.G

017 23,

m d: 280m m Grun 0 : 170m ning4.08 0 StigF.G 4.08 R.B

r bine seka Svej 140 3238

1550 eovn Hærd 078

-527 A-62

nke Filbæ 099

3090 akt iksk Tekn 4 0-3 A-5 8 880 tegn.nr. A-50-2 se .nr. 300 tegn se

1322 1322 1322

Galv. #2.490 BD6 10M

457

DMC

910 296

A-5

-41 A-50 .nr. g se tegn varin er opbe Tømm

1322

or) e(st Vals 073

A-61-028.1_Bund

10M mpe /pu 107 (blå) Csa #2.Glas 2 ADK

1548

3290

6580

r 0 200 sekabine Svej 140

2010 20M 0 BD6 5 #2.6 D70

1620 0 8,25 Loft UK 4.080 F.G 4.080 R.B

-527 A-62

1550

.nr. tegn

ne aski kem sbuk Rør 142

sav Bånd 075

1322 1322 1322

1322

3966r edø 6 #2.1 t skyd 2 fløje

1322

90.0°

8225

0 8,25 0 Loft F.G 4.08 0 4.08 R.B e XXX bord Slibe r er slibe kslib Bånd Bæn 087 088

880

sav Bånd 075

0-3

470

761

631 9

265

e) (plad

Stem 040

2455

kine emas Puds 026

r 2122sekabine Svej 140 3238

e XXX bord Slibe

0 8,25

akt iksk Tekn

880

300

e skin rema skæ Rør 077

1322

0 8,25 Loft 0 UK 4,08 3 F.G ADK 10M 0-C BD3 x #2.x

0 8,25 0 Loft UK F.G 4.08 0 4.08 R.B

nke Filbæ 99 0 8,25 0 Loft UK F.G 4.08 0 4.08 R.B

Loft

-526 A-62

k ebæn Paus

-802 A-61

kt proje niør Inge

ser ilfræ Prof 043 ne aski 2761 mem

029 e skin ema ebor Dyvl 030 908 666

2010

-803 A-61

1498 20M0 BD6 1 #2.6 D70

1800 nke Filbæ 99

m d: 280m m Grun 0 : 170m ning4.08 StigF.G 4.080 R.B

Loft 0 4.08 F.G 4.080 R.B0 254 / rulle Auto efelt m. prøv itor på væg mon eret plac 120

3090

0 8,25

er løft er saxe løft Auto 102

A-5

2 401

iht.

sav Rund 023 kine mas bore huls Lang

er emm elst Mejs 032

1355

Loft

.nr. tegn

215

ælke ndbj v/vi

er 41 50r Fræs Aionæ Stat 037

4765

0-3

akt iksk Tekn

300

-802 A-61

r. n.n teg se er r Fræs ionæ Stat 037

8,195 Loft UK 4,080 F.G

100 1210

0 8,25

A-5

1473 1472

880

A-5

845 er løft er saxe løft Auto 102

-221 A-62

1322 1322 1322

205 60

.nr. tegn

0 11,520 4.08 Loft F.G 4.080 R.B

1322 -220 A-62

1322 1322 33 #2.1 1 ADK

1322

3 1322 FG0 7 #2.1 ade r Fac edø t skyd 0 39662 fløje 0-2 . A-3 n.nr teg se

-801 A-61

° 15.0

2010

4935

405

20M0 BD6 34 #2.1D70

el lift 830 rcyk et) ænk Moto fors (plan 130 104

1645 e -804 rdel A-61 Moto emask. 1173 vask 114 1645 r Moto emask. 0 vask 6,58 113 Loft UK 750 0 nk 6,58 se Filbæ 99 Brem Loft UK er 126 vask

1 0-3

.nr. tegn

0-2

UK -801 A-61

-801 A-61

12.0°

0 8,25 0 Loft UK F.G 4.08 0 4.08 R.B

-807 A-61

akt iksk Tekn

rer ekto Konv

1322 1322

plet stem er 2 løft k Auto ter Quic Mas 103

1351

175

Loft 3090

103

-801 A-61

125

1000 2 143 plet stem er 2 løft Auto body ter mas 103

15.0° MK #2.23

245

0 7,44 0 Loft UK F.G 4,08

tter Afre 035 tter Afre 035 1133

4802

kine Mas CNC 009

1929

2692

ke) (flæk

nd _Bu -026 A-61

9600

7524 6191

4045

2532

nde ligge Oven eplan 06 Etag ing F Bygn

0° 15.

0° 90.

3721

3713

3997

2 A1

15.0°

2324

15.0° ePlad r lage

sav rter Afko 024

17993

arat eapp 1000 Sink 041

7947 A-50-41 se tegn.nr.

0 241

650

1322 1322 32 #2.1 1 ADK

1322

vl shø else Tykk 036

1942 Båndsav 021

0 7,44 Loft UK 4,080 F.G

A-61-028.3/ A-61-226.2

A-61-421

15.0°

1 A1

220

12.0°

18095

1310 13M BS60

15.0° MK 22 #2.

Loft

line test

1327

k ebæn Paus

1322 1322 1322

8 #2.1 r edø skyd

sav Rund 039

8299

1645

112

0 8,25

Auto 118

1350

1000 plet stem er 2 løft k Auto ter Quic Mas

880

300

der stan

1235

plet stem er 2 løft Auto body ter mas 103

ing 101 iv til Stat ropbevar moto

3966 fløjet 2

1645

1322 1180815

394 403

90.0°

3290

2010

147

1085

1750 0 6,58

1750

C03 Snit 01 0-A A-2

1350 300

0 7.69 0 Loft UK F.G 3.59 0 3.59 R.B

3094

3290

4935

3290 0 7.69 Loft 0 UK 4.08 F.G 4.080 R.B

3290

4935

3290

4935

el dyse Dies se pres

ile Mob jdsborde arbe nke filbæ 133 99

0 8,25 0 Loft UK F.G 4.08 0 4.08 R.B

felt/ BR 139

n.nr.

nd _Bu -021 A-61

580

1730

580

1105

Sámal Johannesen

A-40-32

teg

1645

ING. (KON):

DK-4600 Køge

FO-100 tÓRSHAVN

BIG

Omprojektering

HOVEDPROJEKT

920

Fribredde 770mm ADK 1 #2.11 1645

Martin E. Leo DK-2500 Valby

TEGNET AF: A-40-32 TEGNINGS NR: 2 ETAGE/INDV. GLASVÆGGE ETAGE/EMNE:

Uddannelsescentret ved Marknagil

1010

450

.nr. tegn -803 A-61

611

1300

1645 Fribredde min. 1200mm #2.13 ADK 1 1645

1645 1645 #2.12 Spec. bundstykke, skydeport 2 fløjet skydedør 3290

200

4 229 750 750 7

750 750 920

1010

0-15 A-4

1700

580

282

1663

2477 2060

3130

1645 1645"Lys"kasse 1645

580

#2.14 Spec. bundstykke, 2 fløjet skydedør 3290

1100

8 154

1339

D064 #2.4Ukl. 9M

1072

Rist 823 1645

3 0-0 . A-4 n.nr teg

44M Ukl. #2.38 Glas (klar) ADK 2

5 67 24

KJ Elrád

INGENIØR (VVS):

Fuglark BIG

Landsverk

KONTROLERET AF:

Fribredde 770mm #2.135 ADK 1

LEMMING & ERIKSSON

INGENIØR (EL): ARKITEKTER: ARKITEKTER:

Kløverbladsgade 56

BYGHERRE: REVISIONDATO: DATO: 22.02.2016

MÅL:1:1.33, 1:200, 1:2 REVISION NR:

1595

550

AB DL

BD 30

teg

. A-5 n.nr

1 0-1

14M Ukl. #2.39 Glas (klar) ADK 2

ADK 2 Glas (klar) #2.42 Csa/pumpe 18M

ADK 2 Glas (klar) #2.41 Csa/pumpe 18M

ADK 2 Glas (klar) #2.40 Csa/pumpe lås med klokke 18M

FO-700 Klaksvik

FO-700 Klaksvík

INGENIØR:

Tórsgøta 24 ° 15.0

3 353 ADK 910 D10 5 #2.7 0 BD6 9M

6580

12M

#2 D52 .80

01 0-A

580

BD60 18M

2070

365

2070

.2 -239 A-62 odulmål dem Faca

2070

925

5000

251 1010 10M Ukl. #2.86 D20

1 R1119

1330

18299 A-11(2ND) R=0

2070 15890 A-10(2ND) R=0

2070

Undir Brúnni 30

300 1010 10M Ukl. #2.87 D20 3700 145

1000

1301 465

1116

se tegn.nr. A-50-08

2907

1353

D22 #2.89 Ukl. 10M 426 1010

1010 10M Ukl. 351 #2.95 D22

444

t A-61-205_Mid

A-61-209_Top

2_Bund A-61-00

190

+3,890 11

TEAM FUGLARK: Tinghúsvegur 5

14M klokke Ukl. lås med #2.37 Glas (klar) ADK 2

nd Bu 5_ 00 61A-

VE1

C03 r. A-2 Snit n.n teg se

02 12,9

#2.113

F30-C 10M

Glas (blå) ADK 2

18M Csa/pumpe #2.121 Glas (klar)

18M BD60 #2.85(klar) Glas ADK 2

A-61506

ADK 2 Glas (blå) #2.112 Csa/pumpe 10M

D10 #2.117 BD60-C 9M

120 0 #2. FB ADK 27 Frib 5 min red . 120 de 0m m

9 4,82

1 6,67 32 18,6

2 8,22

36 6,8

D06 5 #2.4. Ukl

2 ADK (blå) Glas#2.108 e pump Csa/ 10M

2600

650

+8,650 22

Geroagøta 12.

Bag Haverne 20

00 R144

1283

2907

D23 #2.10 BD60 0 10M

507 1116

910 1054

UK Loft F.G 4,080 8,250

4566

Gla 9M s BD3 0-C

#2. 105 ADK 2

40 -05 A-

Grun d: 280m Stig m ning : 170m m

teg n.n se

Gal v. #2. dør BD3104 0 9M

4,247

14 10,0

4 9,23 21 18,9

0 4,75

ADK 2 Glas (klar) #2.131

650

D06 #2.111 D06 Ukl. #2.110 9M Ukl. 910 189 9M 910 382 142 D11 #2.109 Ukl. 9M

12M

#2.116 D52

BD30 ABDL

1548 #2.241 ADK

A-61-410

Fribredde min. 1200mm

1200 FB #2.25 ADK 5 Fribr min. edde 1200m m 1200 FB #2.2 ADK 6 5 Frib min. redde 1200 mm

2070

Element ID Area m² Height mm Thickness mm

V.1.20(2nd) 0.78 990 120

V.1.20(2nd) 0.80 990 120

V.1.20(2nd) 0.85 990 120

V.1.20(2nd) 0.92 990 120

V.1.20(2nd) 1.00 990 120

V.1.20(2nd) 1.01 990 120

V.1.20(2nd) 1.02 990 120

V.1.20(2nd) 1.06 990 120

V.1.20(2nd) 1.10 990 120

V.1.20(2nd) 1.11 990 120

V.1.20(2nd) 1.12 990 120

V.1.20(2nd) 1.16 990 120

V.1.20(2nd) 1.17 990 120

V.1.20(2nd) 1.18 990 120

V.1.20(2nd) 1.20 990 120

V.1.20(2nd) 1.21 990 120

V.1.20(2nd) 1.22 990 120

V.1.20(2nd) 1.24 990 120

Element ID Area m² Height mm Thickness mm

V.1.20(2nd) 1.50 990 120

V.1.20(2nd) 1.53 990 120

V.1.20(2nd) 1.55 990 120

V.1.20(2nd) 1.63 990 120

V.1.20(2nd) 1.66 795 120

V.1.20(2nd) 1.68 990 120

V.1.20(2nd) 1.78 990 120

V.1.20(2nd) 1.79 795 120

V.1.20(2nd) 1.86 990 120

V.1.20(2nd) 4.25 990 120

V.1.20(2nd) 4.73 990 120

V.1.20(2nd) 11.48 890 120

V.1.20(2nd) 12.44 990 120

V.1.20(2nd) 14.69 990 120

V.1.20(2nd) 18.73 990 120

Height mm Thickness mm Element ID Area m²

V.1.20(2nd) 1.29 990 120

V.1.20(2nd) 1.30 990 120

V.1.20(2nd) 1.31 990 120

V.1.20(2nd) 1.32 990 120

V.1.20(2nd) 1.36 990 120

V.1.21(2nd) 0.89 990 145

V.1.21(2nd) 1.10 990 145

V.1.21(2nd) 1.13 990 145

V.1.21(2nd) 1.28 990 145

V.1.21(2nd) 1.36 990 145

V.1.21(2nd) 1.44 990 145

V.1.21(2nd) 4.77 990 145

Gypsum wall

V.1.21(2nd) 6.78 990 145

3,080

990

V.1.20(2nd) 1.39 990 120

V.1.20(2nd) 1.43 990 120

V.1.20(2nd) 1.45 990 120

V.1.20(2nd) 1.46 990 120

V.1.21(2nd) 8.18 990 145

V.1.21(2nd) 14.69 990 145

V.1.21(2nd) 19.76 990 145

V.1.21(2nd) 27.29 1,020 145

V.1.21(2nd) 34.71 990 145

Gypsum wall

3,360

2,520

2,800

1,960

2,240

1,400

1,680

V.1.20

GV. 3

GV. 0

V.1.20(2nd) 1.25 990 120

V.1.20(2nd) 1.26 990 120

V.1.20(2nd) 1.37 990 120

220

Gypsum wall A-20(2ND) R=0

26,685 A-12(2ND) R=0

8,222 A-13(2ND) R=0

A-15(2ND) R=0 4,729

1,950

1930

A-16(2ND) R=0

A-17(2ND) R=0

A-18(2ND) R=0

A-19(2ND) R=0

GV. 2

9,234 A-6(2ND) R=0

+8,650 22

220

6,671 A-5(2ND) R=0

V.1.20(2nd) 1.39 990 120

V.1.20

990

795

18,632 A-4(2ND) R=0

V.1.20(2nd) 1.47 990 120

GV. 2

795

990

990 6313 D-1(2ND) R=31,100

5,754 C-2(2ND) R=22,200

23,017 C-1(2ND) R=22,200

18,921 A-9(2ND) R=0

3,360

GV. 2

V.1.21

5,493 B-3(2ND) R=14,500

Gypsum wall 4,750 A-8(2ND) R=0 +3,890 11

GV. 2

GV. 5

V.1.21

3,360

GV. 5

V.1.1

220

1,885 B-2(2ND) R=14,500

GV. 5

V.1.21

990

+8,650 22

II 4,247 B-1(2ND) R=14,500

A-14(2ND) R=0

3,360

V.1.21 10,014 A-3(2ND) R=0

6,836

190

+3,890 11

GV. 5

GV. 6

V.1.21 4,829 A-2(2ND) R=0

190

22271 A-21(2ND) R=0

20373

190

+3,890 11

GV. 6 +8,650 22

12,902 A-1(2ND) R=0

V.1.20 2,184

V.1.20

GV.2

12525 E-1(2ND) R=11,200

22,271 F-1(2ND) R=18,900

4,292 A-7(2ND) R=0

190

+3,890 11

3,360

GV. 7

GV. 6 GV. 6

V.1.21

V.1.20

GV. 7

GV. 0

GV.2

GV. 0 V.1.21

V.1.21

GV.2

890

V.1.21

890

GV. 7

3,360

V.1.21

990

V.1.20

GV. 0

990

890

V.1.20

3,360

GV. 0

V.1.20

320

+8,650 22

2,000 4,230

3,608

7,356

4,613

5,042

5,530

4,812

5,737

4,639

5,816

5,813

5,814

5,682

5,754

853

5,192

5,673

5,747

9,401

3,552

3,938

3,940

4,490

4,831

3,936

4,945

3,956 541

C20 Material

A18

A20

A21

A23

A22

A24

A25

A16

B10

A17

A18

A19

A20

A21

A22

A23

A24

A25

GV.0

GV.7

GV.6

GV.2

GV.6

GV.3

GV.0

GV.5

GV.2

GV.6

GV.3

GV.7

GV.0

GV.2

GV.0

GV.6

GV.2

Coloured

Clear

Coloured

Clear

Radius mm

R=0

Height mm

R=0

3,360

Area m²

A-2(2ND)

R=0

A-3(2ND)

A-4(2ND)

A-5(2ND)

A-6(2ND)

A-7(2ND)

A-8(2ND)

A-9(2ND)

33.65

62.71

22.86

31.03

14.36

16.07

63.58

3,360

16.23

A-1(2ND)

R=0

3,360

43.35

Element ID

A19

GV.0

Coloured

Element type Thickness mm

R=0

763 0.23 A-9.1(1ST)

R=0

R=14.500

R=22200

R=22.200

R=31.100

A-10.6(2ND)

A-11(2ND)

A-12(2ND)

A-13(2ND)

A-14(2ND)

A-19(2ND)

A-20(2ND)

A-21(2ND)

0.27

0.31

0.35

0.40

0.44

0.48

0.52

0.57

0.61

0.65

4.45

5.93

6.67

7.42

8.16

61.49

89.63

27.60

23.09

16.11

7.04

7.57

7.02

68.78

75.50

5.19

905

1,047

1,189

1,331

1,473

1,615

1,757

1,899

2,041

2,183

1,680

2,240

2,520

2,800

3,080

3,360

3,390

1,960

A-9.2(1ST)

A-9.3(1ST)

A-9.4(1ST)

A-9.5(1ST)

A-9.6(1ST)

A-9.7(1ST)

A-9.8(1ST)

A-9.10(1ST)

A-9.11(1ST)

A-9.12(1ST)

A-10.1(2ND)

A-10.3(2ND)

A-10.4(2ND)

A-10.5(2ND)

A-15(2ND)

A-16(2ND)

A-17(2ND)

A-18(2ND)

3,360

14.27

A.10.2(2ND)

3,360

6.72

B-1(2ND)

3,360

15.58

B-2(2ND)

3,360

77.59

B-3(2ND)

19.34

C-1(2ND)

C-2(2ND)

R=0 32

D-1(2ND)

E-1(2ND)

21.34

42.09

3,360

E-13.1 Glass elements

One of my roles was to work with internal walls(glass,gypsum,concrete) and concrete railings. I had to make plans,calculate areas and show all necessary information for glass manufacture company. BIG render

Description: The project is designed as a vortex. The education center has 6 floors and brings together three different schools into one building. . Wall panels and façade sections lie on clinker in form of circle, so the circular shape is articulated through variations of light and reflections.The facades are made of glass which is unusually for Faroe Islands because there are so many hurricanes and its very windy. It’s the first building on the island with glass facades. Project arhcitect: Ole Elkjær Larsen Location: Torshavn, Faroe Islands Size: 19200 m²

FÆR: Education Center

2,141

70 120

KT. 4080 KT. 3646 KT. 3224 KT. 2802 KT. 2380

388

KT. 1106

2,073

297

142

625

4,080

KT. 1958 KT. 1532

600

KT. 680

136

297 KT. 190

70 120

0A-2 se t A te 01 gn .nr.

15.0°

Knæk i Atrium facade

90.0°

120

35 0

A10

1200 #1.09 FB ADK 5

350

A01

120 AD#1.06 0 FB K 5 Fri min bredd . 120 e 0m m

Knæk i facade Atrium

Knæk facade i Atrium

F.G R.B 0, 68 0,49 0 0

A62 -2 01

A61-2 A61- 05_M 002_ idt Bu nd

F.G R.B 2, 2.1 380 90

95 180 Sni

Fribredde min. 1200m m

P2.3

#1 120 AD .05 0 FB Fr K min. ibred 5 120 de 12.0° 0m m

1200 #1.0 ADK 8 FB 15.0 5 ° Frib min. redde 1200 mm

A62 -2 02

S-306

12.0°

#1.0 0 FB AD 7 Sp. K 4 bun dst Frib ykke min. redde 1200 mm

A-61-00 5_Bund

A-61-005_Bund

9870

Ov Pla enli BL n 0 gge OK 6 nd e F

15.0°

01 20-A . AF01 Snit tegn.nr se

15.0°

20560

15.0°

1330 A62 -2 22

iht .

90.0° UK F.G Lo 0,00ft 2,84 0

KT. 2802

425

F.G R.B 0, 68 0,49 0 0

S-3 03

TEGNINGS NR: P2.3 REVISION NR: rev. 18.01.2016 (OEL) ADK tilføjet

rev. 18.01.2016 (OEL) ADK tilføjet

136

#1 11M .26

53 8

161

1810

142

70 120

Cs a/ pump GlaADK e s (kl2 ar) #1 .28 Cs11M a/ pump e

53 8

-B r. A-40 -03

se tegn.n

REVISIONDATO: 22.03.2016 TEGNET AF:

BIG FN

BYGHERRE:

Landsverk

Tinghúsvegur 5

FO-100 tÓRSHAVN

TEAM FUGLARK:

KT. 2380

ARKITEKTER:

297 9

n.nr . A-4 0-0

142

DK-2500 Valby

ARKITEKTER:

Fuglark

INGENIØR:

LEMMING & ERIKSSON

INGENIØR (EL):

KJ Elrád

INGENIØR (VVS):

Martin E. Leo

ING. (KON):

Sámal Johannesen

teg

Geroagøta 12.

3,614

Bag Haverne 20

KT. 680

136

775

Undir Brúnni 30

1,890 KT. 190

Tórsgøta 24

REV. DATO:

EMNE:

BIG

Kløverbladsgade 56 se

121

4,080

DATO: 22.02.2016

2,089

1380

297

196

MÅL:1:50, 1:1.25, 1:200

KONTROLERET AF:

F.G R.B -1 -1 ,190 .24 5

53 8

A-

KT. 4080

53 8

95 90

807

BD 18 30 #1 M -C Ga .57 lv.

F.G R.B -1 -1 ,190 ,245

Gla s (kl ar)

3830

1812

KT. 190

#1 .25 BD 11M 60

AD K

297

Gr un d: St 29 ign 7m ing m : 14 2m m

KT. 680

-0 40 . A-

142

F.G R.B 2, 2.1 380 90

#1 .24 BD 11M 60 AD Gla K s (kl2 ar)

2,192

TEGNET/KONTR. AF:

Geilin 22

NB ALLE KOTER OG MÅAL KONTROLLERES PÅ STEDET

The most challeging part was designing atrium concrete stairs and make sections to find possible collisions between concrete foundation walls and stairs.(above)

FO-700 Klaksvík DK-4600 Køge

FO-400 Klaksvik FO-100 Tórshavn FO-700 Klaksvik

.nr tegn

4,080

2 ADK BD60 11M #1.22 (klar) Glas

8 A-61-00

297

A61-5 05

Gr un d: St 29 ign 7m ing m : 14 2m m

KT. 1632

Omprojektering

-2. Fundament #1 11M .23 Gla AD Csa/ s (kl K pump ar) 2 e

KT. 1958

1,278

HOVEDPROJEKT ETAGE/EMNE:

HC -plad s

KT. 2380

Gr un d: St 29 ign 7m ing m : 13 6m m

895

Uddannelsescentret ved Marknagil

142

11 S-3

KT. 3061

BD18M 60

120

A61007

964

BD60 11M #1.21

70 120

UK F.G Lo R.B 0, ft -0 00 7.7 .19 40 0

297 70

At riu

KT. 4080

ms Ko nvek faca Ing eniør tore de: proje r v/vin kt dbjæl ke

2,107

STUDY PROJECTS VIBE: Multi-storey building with residential use 7th semester Project

Professor coordinator: Leif Andresen Location: Copenhagen, Denmark Size: 2400 m² Description: The site is located on the north harbor of Copenhagen which is the biggest urban development area in Scandinavia. The height of the building has 7 meters and 12 meters width. Section walls are in prefabricated concrete elements respectively hollow core slab elements, whereas the ends are carried out with beam system to ensure that the cantilevers can be performed in the end. This was my last project so I had to make all necessary documnets such as drawings, calculations, budgets, QA,time plans from prelimenary design to hand over. Balcony and walls connection detail Outside balcony

Inside bedroom

Sliding door system(GS) 70

Slope

1.Floor 20 mm Wood planks(CP)

100

205 x 75 mm Floor wedge(CP) 40 mm Insulation(CP) Steel angle(CP) 205

100 mm Balcony prefaricated slab(CT) 100

Prefabricated balcony(CR) 80 mm Insulation(part of the balcony) (CR)

5480 20

20 mm Sealant joint(GS)

20 mm Rigid Insulation(CT)

Shuco 110 mm FWS 50 system(GS) 54 mm Neopren(GS)

Delta steel beam(ST) 54

110

220

8 mm Mirrored glass(GS)

220 mm Hollowcore slab(CT)

170 mm Insulation(GS)

20 mm Insulation(CP) 95x30 mm U profile (CP) 45x30 mm U profile (CP)

Sealant joint(CP)

Wire hangers(CP)

230

150 mm Insulation(CP) 100 mm Insulation(CP) 45 mm Insulation(CP) 2x12.5 x mm Insulation(CP)

Channel trim(CP) 20

Aluminum rail type(CP) 20 mm Gypsum tile(CP)

8 17 15

13 13 150

100

40x36 mm Adjustable hanger(CP) Seebladsgade 1 Odense C Denmark 5000

Client: PFA

RED Århusgade district Copenahgen Denmark 2150

Inside living room

360

Drawing Status

(21)Lightweight facade wall 360 mm 2x12.5 mm Gypsum Board 45 mm Insulation+45 mm U-steel profile 100 mm Insulation+95 MM U-Steel Profile 150 mm mm Insulation Shuco FWS 50 system 8 mm Mirrored glass facade

(23)Storey Partition Floor/ (35)Ceiling Ceiling: 1200x600x20 mm Acoustic Gypsum tile Aluminum rail type Channel trim Wire hanger Floor: 220 mm Hollow core slabs 20 mm Rigid insulation 100 mm Prefabricated concrete balcony 40 mm Insulation 40 mm Airgap 205x75 Apurit floor wedge 20 mm wood plank

Balcony wall connection detail

Sliding Door:

Contractor Intials:

Shuco Profile AWS 75 Sliding window/door Acoustic rating 48 dB Thermal resistance: 0.8 W/m²

(CR) Concrete Contractor (CP) Carpenter Contractor (GS) Glass facade contractor (ST) Steel Contractor

Note: Sliding doors will be provided with sliding sunshades against overheating of the rooms.

Modified by Victor Bejenaru

Drawing Scale

1:5 Layout ID

K01_H5_N01 GSEducationalVersion

Date 25.11.16

Parapet and overhang connection detail Zink cap(RF) Sloped Insulation 1%(RF)

Insect mesh(RF) 35x35 mm steel L-bracket(RF) 190x30 mm Steel U-profile(FC)

+9,488

190x200 mm Leca thermoblock(CR)

12 mm Fibercement cladding(FC) 8 mm Windboard(FC) DPM(FC) 190 mm Facade mineral wool(FC)

Outside 10 mm Screed(CR) Corner insulation wrapped into bitumen layer(RF)

5.5 x 45 mm Fixing screw(FC)

2 x layer of roofing bitumen felt(RF)

45x80 mm Vertical steel T-profile(FC)

180 mm Sloped hard mineral wool(RF) +9,130 Min.slope:1%

212x 45 mm Support angle bracket(FC)

(21) External ventilated fibercement facade 442 mm: U-value 0.14 W/m²

240

180

200 mm Prefabricared load bearing wall 190 mm Facade mineral wool, c/c 600 mm U steel profiles 212x45 mm Supporting angle bracket 45x80 mm Vertical steel T-profile DPM 8 mm Windboard 32 mm Airgap 12 mm Fibercement cladding

+8,700

(27) White Roof 670 mm: U-value 0.10 W/m² 2x layers of bitumen felt finish 180 mm Hard sloped mineral wool 240 mm Hard mineral wool 270 mm Hollow core slab EX27

240

2.Roof level

Screed(CR) Rebar according to engineer Vapour barrier(RF) Min.65 mm

(35) Suspendind ceiling: 1200x600x20 mm Acoustic gypsum tile Aluminum rail type Channel trim Wire hanger

Wire hangers(CP) 40x36 mm Adjustable hanger(CP) Channel trim(CP)

Aluminum rail type(CP) 20 mm Gypsum tile(CP)

Bedroom

200

190

200

190

12 32

Bedroom

(21) External ventilated fibercement facade 442 mm: U-value 0.14 W/m² 200 mm Prefabricared load bearing wall 190 mm Facade mineral wool, c/c 600 mm U steel profiles 212x45 mm Supporting angle bracket 45x80 mm Vertical steel T-profile DPM 8 mm Windboard 32 mm Airgap 12 mm Fibercement cladding

18 mm Skirting board(CP) 20 mm Wood planks(CP) 205 x 75 mm Floor wedge(CP) 40 mm Insulation(CP) +5,700

1.Floor

120

12 mm Fibercement cladding(FC)

DPM(FC) +5,480

Storey Partition Floor/ Ceiling

190 mm Facade mineral wool(FC)

(23)Floor:

Rebar according to engineer

220

5.5 x 45 mm Fixing screw(FC)

20 mm wood plank 205x75 Apurit floor wedge 40 mm Airgap 40 mm Mineral wool 220 mm Hollow core slabs

45x80 mm Vertical steel T-profile(FC) 212x 45 mm Support angle bracket(FC)

Suspended Ceiling: 1200x600x20 mm Acoustic Gypsum tile Aluminum rail type Channel trim Wire hanger

250

Wire hangers(CP) 40x36 mm Adjustable hanger(CP)

40x40 mm steel L-bracket(FC) Channel trim(CP) Aluminum rail type(CP) 20 mm Gypsum tile(CP)

Corner steel profile(FC) 10

Contractor Intials:

+5,018

+5,010

Cafeteria

(CR) Concrete Contractor (CP) Carpenter Contractor (FC) Facade contractor (ST) Steel Contractor (RF) Roof contractor

Outside

8 200

190

Seebladsgade 1 Odense C Denmark 5000

Client: PFA

RED

Århusgade district Copenahgen Denmark 2150 Level:

Parapet and Overhang detail Drawing Status DD2

Date: 27.11.16

Modified by Victor Bejenaru Drawing Scale

1:5 Layout ID

K01_H5_N05 GSEducationalVersion

Long section 1

7,580

+9,525

+9,125 +8,700

+8,210

Living room FF.36 18 m²

Corridor FF.37 3.2 m²

Shaft

Living room FF.40 13.5 m²

Living room FF.45 24.4 m²

Kitchen FF.52 20.1 m²

Living room FF.51 26.8 m²

Corridor FF.54 3.2 m²

Shaft

Living room FF.56 45 m²

Playground room FF.60 30.4 m² Staircase

Stairs

+5,700

2,510

+8,210

2,510

Kitchen FF.35 20.9 m²

+8,700 2 Roof

915

+8,700 2 Roof

+5,700

690

+5,700 1 Story 690

+5,700 1 Story

+5,010

Living room GF.12 11.8 m²

Corridor GF.15 16.5 m²

Shaft

Kitchen GF.19 16.2 m²

Kitchen GF.20 39 m²

Kitchen GF.24 29.6 m²

Corridor GF.26 16.5 m²

Shaft

Kitchen GF.28 28.5 m²

Kitchen GF.31 51.4 m²

2,510

Kitchen GF.13 19.5 m²

+2,500 +2,500 0 Ground Floor

+5,018

+5,010

+2,500 +2,500 0 Ground Floor

440

Technical room T.01 6 m²

2,560

Corridor B.17 90.5 m²

Shaft

Technical room T.02 13.8 m²

Corridor B.18 46.1 m²

Bathroom B.10 6.7 m²

Loundry room L.01 31.7 m²

Technical room T.03 12.3 m²

Shaft

Corridor B.14 11.4 m²

Recreational room B.12 124.2 m²

2,560

440

+2,200

-500

750

-500 -1 Basement 750

-500 -1 Basement -1,050 -2 Foundation

-1,050 -1,050 -2 Foundation

Overview Plan

(23)Storey partition floor/ceiling (690 mm)

(21)1 External lightweight wall (360 mm) 1000x1000 mm Skylight Lamilux 2x12.5 Gypsumboard 45 mm Mineral wool 100 mm Mineral wool 150 mm Mineral wool 8 mm Mirrored glass

20 mm wood planks 205x75 mm Wood edge 120 mm Hard mineral wool 220 mm Hollow core slab

250 mm Suspended acoustic ceiling

(21)2 External concrete load-bearing wall (442 mm)

1200x600x20 mm gypsumboard tiles

12 mm Fibrecement 32 mm Air gap 8 mm Windboard DPM 190 mm Facade mineral wool, c/c 600 mm steel U-profile 200 mm Concrete

(27) Roof construction section (915 mm) White roofing felt membrane 180 mm Sloped insulation

240 mm Hard mineral wool

(22)1 200 mm Concrete wall 240 mm Hollow core slab

250 mm Suspendid acoustic ceiling

1200x600x20 mm gypsum board tiles

(22)2 150 mm Concrete wall

Seebladsgade 1 Odense C Denmark 5000

(12) Basement floor (750 mm)

Client: PFA

RED 20 mm Screed cast on site 80 mm Reinforced concrete cast on site Water and Radon membrane layer 200 mm Hard mineral wool

Århusgade district Copenahgen Denmark 2150

(22)3 100 mm Concrete wall

250 mm Hard mineral wool

Level:

200 mm Gravel layer

DD1 Long Section

(22)4 120 mm Stud wall 12.5 mm Gypsumboard 95 mm Wool Insulation, c/c 1000 mm metal studs 12.5 mm Gypsumboard

Drawing Status Scheme Design

12/12/2016

Drawing Scale

1:50 Layout ID

K01_H3_N01 GSEducationalVersion

Date:

Modified by Victor Bejenaru

Longitudional 3D Cut

Lillebaelt Academy of Professional Higher Education: New Campus 3rd Semester project

Professor coordinator: Christian Syversen Location: Odense, Demark Size: 17365 m² Description: The plot is connecting the center of Odense to harbor, being also in close location to Åløkke forest. Campus is connected to the center of Odense and creates an easy and fast connection to both the city and public transport. Because of its attractive location, the building is open to the public, making it a place for everybody to visit. The main idea of the project was to integrate 14 different educational programmes with 3000 students. One of the primary goals was to develop and build up our skills in the planning and implementation of a 3D and BIM-project, as well as to learn and increase technological skills and utilize these in a digital design. The building had to fulfill DGNB regulations taking into consideration high buildEAL render ing regulations for 2020 such as sizes of ventilation units. Long and Cross Section Section BB

1.A

4.A

5.A

6.A

7.A

8.A

9.A

10.A

11.A

12.A

3000 50 700

22240

3.A

13090

4590

DR 13 9x21M EI30C2

2 (35) Suspended acoustic panels 50 mm

1. Floor

DR 28 9x21M EI30C2

1 (35) Acoustic panels under deck 35 mm DR 68 9x21M EI30C2

-1. Basement Level -4250

19.A 5

Roof level

4. Floor

3. Floor

2. Floor

1. Floor

0. Ground Floor

-1

-1. Basement Le

22240

17340

13090

DR 16 10x21M EI60C2

3845

18.A

DR 13 10x21M EI60C2

DR 40 10x21M EI30C2

DR 97 18x21M EI30C2

DR 38 18x21M EI30C2

DR 37 18x21M EI30C2

8840

DR 64 10x21M EI2 60C

DR 97 9x21M EI30C2

4590

DR 36 9x21M EI30C2

405

0. Ground Floor

17.A

50 780

8840

16.A

420 405 3015 50 780

DR 87 9x21M EI30C2

2. Floor

15.A

DR 23 10x21M EI60C2

420 3000 50 780

3. Floor

3000

17340

14.A

DR 27 10x21M EI60C2

3015 50 1120 405 1215

4. Floor

13.A

820

Roof level

2.A

DR 35 18x21M EI30C2

-1

-4250

(21) Aluminium facade small corrugation 580 mm U-value 0,15 W/(m²K)

Section BB

80 mm Aluminium 300 mm Insulation lambda 0.034 200 mm lightweight concrete

Section AA_DD1

F G

Section AA

(21) Basement concrete wall 450mm U-value 0,14 W/(m²K)

1 : 200

250 mm rigid insulation lambda 0,038 200 mm concrete prefabricated element (21) Brick facade wall 574mm U-value 0,14 W/(m²K)

Roof Roof level level5 22240 22240

5 Roof Roof levellevel 22240 22240

4. Floor 4. Floor4 17340 17340

108mm Brick/mortar 21mm Air 245mm Insulation lambda 0,037 200mm lightweight concrete (21) EXTERIOR Glass facade wall 50mm

DR 127 9x21M EI30C2

4 Floor 4. 4. Floor 17340 17340

50 mm prefabricated glass/frame

(22) Lightweight aggregate 100 mm

3. Floor 3. Floor3

3 Floor 3. 3. Floor

2. Floor 2. Floor2

2 Floor 2. 2. Floor

1. Floor 1. Floor1

1 Floor 1. 1. Floor

13090 13090

100 mm lightweight aggregate

(22) Lighweight gypsum wall 145mm

8840 8840

88408840

25 mm gypsum 2x layers 95 mm insulation/steel structure 25 mm gypsum 2x layers

50 820

(22) Prefab concrete column

4590 4590

420mm x 420mm concrete column

45904590

(22) Single glazed wall 15 mm 15 mm prefabricated glass/frame

0 0

7565

0. Ground 0. Ground Floor Floor0

0 Ground 0. 0. Ground Floor Floor

-1

-1 Basement -1. -1. Basement Level Level

(23) Partition floor 405 mm DR 7 9x21M EI60C2

-1.-1. Basement Basement Level Level-1 -4250 -4250

DR 115 9x21M EI30C2

-1

Section AA

Section BB_DD1 1 : 200

-4250-4250

85 mm Screed 320 Hollow core slab

Authorities Project Project

EAL EAL CAMPUS Matr. nr. Subject

Section AA & Section BB

Group Drawn Control Date Scale

4BKiA00 4BKiA 4BKiA 04/24/15 As indicated

Document number

A2.8

South and West Elevation 22.240

Escape

13.940

Escape

0.100

22.240

03_South_DD1 1 : 200

Escape

13.940

0.100

Authorities Project

04_West_DD1

Project

EAL EAL CAMPUS

1 : 200

Subject

South & West Elevations

4BKiA00 4BKiA 4BKiA 04/24/15 1 : 200

Group Drawn Control Date Scale

Matr. nr.

Document number

A2.10

Brickwork and hollow core slab connection detail

320

180

130 660

130

300

IN-SITU CONCRETE

DELTABEAM D32-400

STEEL REBAR

SEALANT JOINT

40 MM VERTICAL SUPPORT STE-20

ANCHOR BOLT 10X80 MM ALUMINUM BRACKET TO SUPPORT INSULATION SCREW 4,8X16 MM SCREW 3,9X13MM

HANGER WIRE

150F CARRIER

CEILING SYSTEM 300 MM INSULATION STEEL BRACKETS 10 MM WINDBOARD

Construction Architect Project

150F PANEL

CANTILEVER FLOOR 420 MM 5 MM - LINOLEUM 95 MM - SCREED D32-400 DELTABEAM 320 MM - HOLLOW CORE SLABS EXTERNAL BRICK WALL 200 MM CONCRETE 295 MM MINERAL WOOL 108 MM BRICKWORK

EAL NEW CAMPUS Matr. nr. Subject

Brickwork/hollow core slab 200

295

108

Group Drawn Control Date Scale

and Number Vict849a Simonas P. 05/24/15 1:5

Document number

K01_H5_02

2. Floor 8840

Office & Production building: Prints & Advertisments Ltd. 3rd Semester project

Professor coordinator: Yavor Rumenov Dimitrov Location: Odense, Demark Size: 1475 m² Description: The building is carried out as a simple construction of prefabricated concrete elements. The main objective for the third semester was to develop our ability in designing with special focus on prefabricated construction. The last part of the semester concerns the production, delivery and installation of building components. My task was prefabrication of external walls, therefore I had to do the components and assemblies, products development at the company, execution of workshop drawings, planning production, packaging, transportation assembly and maintenance.

Ground floor plan Tegning

2400

11 2400

12 2400

13 2400

2400

15 2400

16 2400

1212

17 2400

18 2400

8412

19 2400

1212

K01_H1_023

2400

8094

11922

3427

2400

14 2497

18023

2487

P012 Paper Depot

912

15146

85 m²

2400

4300

7129

2400

3000

2400

P001 Production hall 459 m²

8 1847

12 m²

3587

1213

939

420 MM Exterior Concrete 452 MM Exterior Wooen Wall U-Value 0,12 W/m²K 70 MM Concrete Panel 1,2 MM Steel Cladding (2400x515) 230 MM Insulation 25 MM Air Ventilation +20 MM Support Stud 120 MM Concrete Panel 15 MM Wind Board 295 MM Insulation DPM 216 MMInsulation Interior Concrete Wall 173 MM Interior Concrete Wall 70 MM 2x13 MM Plaster Board 2x13 MM Plaster Board 70 MM Hard Insulation 150 MM Concrete Panel 120 MM Concrete Panel

4579

5938

1500

8 887 R 1212 1213

3839

2323

1000

28 m²

P011 Workshop

22 m²

6803

912

8731

5565 R

1212

3323

101 m²

A004 Office 18 m²

P010 Changing-male

8 m²

A008 Design office

1358

30 m²

Brus Brus Brus Brus

1330 P009 WC

1300

3402

5880 A001 Director

1362

A009 cloakroom

2931

4641

1258

8 m²

3524 9 m²

5838

2 m²

1730

1750

1717

A013 Design manager

1846

2251

6731

5 m²

A003 Meeting

13019

62 m²

5 m²

579 R 1212

A010 Corridor

76 m²

3062

A002 Economy and purchase R

3 m²

6979

P008 Forrum

1212 912 850

5667 A007 Foyer

13 m²

24 m²

BrusBrus

A012 HCP-WC

2538 2538

8 m²

2687

3762

A006 Server

P007 Changing -female

P005 Manager-production

2 m²

18 m²

4750 A011 WC

3500

6248

P016 Room

2489

1820

P006 Technical/Colours depot

1212

11 m²

3894

6 m²

1653

2068

P002 P003 Corridor Cleaning

A005 Corridor

3416

2400 2400

1619

2400

7269

C B

2400

6939

1214

6253

2400

9459

2400

889 1211 1211

2400

6547

3288

2400 416

H G

2400

4642

3407

2400

36113 6220

J 1

15717

7841

3000

2400

21 m²

1212

3588

888 1062 1212 1212 R

Sandwich Wall U-Value 0,15 W/m²K

3BKIB_07 Projekt 126 MM Interior Plaster Board Wall 2x13 MM Plaster Board 100 MM Concrete Panel

1cm

EAL 3. sem Prints and Advertisements Emne

Ground Floor Plan_Tender

Rescue Exit Rescue Opening

C:\Users\tf\Documents\Projektforslag 3.BK E20141_Central_DP.rvt

Format 3 Sag Author Tegn Kontrol Checker 10/24/14 Dato Skala As indicated Tegning

K01_H1_023

Long section of ventilation in Revit MEP 1

Tegning

(00)_Roof plan

(01)_Roof administration

(02)_1.Floor

III

Level 2

(03)_Ground Floor

Level 1

(04)_Foundations

25200

24100

20300

16700

15300

20300

16700

Project Status Projekt

Advertisements ltd Office and Production Matr. nr. Building Emne

Ventilation Section

Sag and Number Version 0.0.0 Format Victor Tegn Daiva Kontrol 10/09/14 Dato 1 : 50 Skala Tegning

Concrete sandwich wall

Corner wall connection detail