portfolio ivan dimitrov

Ivan DimitrovArchitectural technologist

P O R T F O L I O

00 Ivan DimitrovPersonal Information

EDUCATION

AREAS OF INTERESTS

PERSONALSKILLS

WORKEXPERIENCE

OTHER

September 2008 - January 2012Bsc in Architectural Technology and Construction ManagementUniversity College of Northern DenmarkAalborg, Denmark

January 2014 - February 2016 Msc student in Management in the Building IndustryAalborg University, Aalborg Denmark

April 2011 - September 2011Architectural InternEM Architects Valletta, Malta

January 2013 - November 2013Revit Modeler | Co-FounderBimBear.comAalborg, Denmark

Responsible and fully dedicated to the projects I am working on;Easily adaptable in any working enviroment;Hardworking; Enthusiastic;Outgoing; Communicative;

Building Information Modeling 4D, 5D;Energy efficient buildings; Sustainability; Prefabricated structures;

Building Performance Analysis 2013(Autodesk Building Performance Analysis Certificate);Revit Architecture 2012 (Autodesk Professional Certificate)

SOFTWARESKILLS

LANGUAGE SKILLS

CONTACTINFORMATION

Revit ArchitectureRevit MEP and StructureLumionAutoCADVICOAdobe IndesignAdobe PhotoshopSolibriMS OfficeAutodesk 360

Bulgarian Native English ProficiencyDanish LimitedGerman Basic

[email protected]

+45 28 67 49 64

2

RESUME Architectural InternEM Architects, Valletta, Malta

• Preparing drawings for authority approval• Preparing 3D drawings for clients, showcasing the space within as well as the outside fit • Transfering drawings from 2D to 3D• Layout of small residential buildings; AutoCAd• Vizualization of the exterior of buildings throught Revit Architecture (Renderings)• Creating the structural design of the building using Revit Structure

Revit Modeler | Co-FounderBimBear.com, Aalborg, Denmark

My colleague and I founded BIMbear in the begining of 2013, when we realized that the market is filled with heavy, unrealistic 3D models. During that time I sharpened my skills regarding family creation in Revit and managed to built over 150 families, most of which are functional. By functional I mean that the objects are driven by a set of parameters, allowing the family to change its parameters, based on defined criteria. My collegue is still working on the company , while I decided to take a master degree in Manage-ment in the Building Industry and gain more knowledge within the management aspect of the con-struction

• Revit Families are available on request;• Creating Nested Parametric Families;• Revit Objects driven by set of criteria and formulas;• Creating realistic renderings

3

This portfolio represents my individual contribution that are result of groupefforts during my studies at University College of Northern Denmark , as well

as my intership for EM Architects. 44

CONTENTS

00010203040506

5

Ivan DimitrovPersonal Information

FøtexFjordpark Project

BimBear3d Objects

BDOOffice Building

Aalborg AirportNørrsundby 9400

Akvavit AalborgRenovation Project

Showroom Alfa Romeo Project

07 VILLASingle Family House

2

6

10

15

20

27

30

33

FIG. 1 DIVIDED AREAS FOR DETAILED EXCAVATION QUANTITIES

The project represents a deep investigation and analyses of shopping building combined with residential part located in Nørresundby, 9400, Denmark. Within the report it is included geotechnical, structural analysis and different solutions applicable to the case, management strategies in terms of machinery, labor and resources, and project economy used to establish a thorough project execution.

01 FøtexFjordpark project

6

Cadastral map of the site and neighboring land Divided areas for detailed excavation quantities

Pilling works

AX

F5 F6

F4

F3

F2

F1 F10 F11 F17

F9

F8

F7

F12

F13

F14

F16

F15

FX

Startpoint of excavation

Following sequence (exterior line foundation)


Startpoint of excavation (interior line foundation)

Startpoint of laying down gravel (1st sequence)

Following sequence of laying gravel

Sequence for footing excavation

G1

G2

G3

G4

G5

G1

F1G1 F17 AX

AX Portion of line foundation blocked by access

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

DU

CT


PRO

DU

CED

BY A

N A

UTO

DESK

EDU

CA

TION

AL PR

OD

UC

T

Excavation sequences for foundations

Detail Drawiing Pad Foundations

Soil Quantities

(m 3 )T1 B1: 2.06 B6: 2.09 B5:2.60 Av. 2.25 3.945 1827,56T2 B2: 1.99 B1: 2.06 B6: 2.09 Av. 2.05 3.77 1735,5

T3 B14: 1,62 B2: 1.99 B6: 2.09 Av. 1.9 3.62 1476,96

T4 B3: 0.81 B14: 1.62

B2: 1.99 Av. 1.47 3.19 1575,9

T5 B3: 0.81 B8: 1.07 B14: 1.62

Av. 1.17 2.89 1158,45

T6 B3: 0.81 B8: 1.07 B4: 1.34 Av. 1.07 2.79 976T7 B6: 2.09 B9: 2.27 B5: 2.60 Av. 2.32 4.04 1904,86

T8 B10: 1.43 B9: 2.27 B6: 2.09 Av. 1.93 3.65 1673,15

T9 B10: 1.43 B14: 1.62

B6: 2.09 Av. 1.71 3.43 690

T10 B8: 1.07 B10: 1.43

B14: 1.62

Av 1.37 3.09 490,5

T11 B8: 1.07 B10: 1.43

B13: 1.59

Av. 1.36 3.08 1595,44

T12 B12: 1.38 B10: 1.43

B9: 2.27 Av. 1.69 3.41 1302

T13 B12: 1.38 B9: 2.27 B11: 2.46

Av. 2.04 3.76 555,5

T14 B12: 1.36 B10: 1.43

B13: 1.59

Av. 1.47 3.19 947,43

T15 Av.2.025 3.745 1289,8T16 Av. 1.4 3.12 959,4

T17 Av. 1.075

2.795 653,2

Total 20811,742

Depth (m)

Areas Borehole levels

Average level

Pilling works

AX

F5 F6

F4

F3

F2

F1 F10 F11 F17

F9

F8

F7

F12

F13

F14

F16

F15

FX


Following sequence (exterior line foundation)


Startpoint of excavation (interior line foundation)

Startpoint of laying down gravel (1st sequence)

Following sequence of laying gravel

Sequence for footing excavation

G1

G2

G3

G4

G5

G1

F1G1 F17 AX

AX Portion of line foundation blocked by access


PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

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CT


PRO

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BY A

N A

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DESK

EDU

CA

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AL PR

OD

UC

T

7

Excavation sequences for foundations Excavation quantity from terrain level to -1,72m DVR 90

Detail Drawiing Pad Foundations

8

Building site plan for excavation works

Building site plan for excavation works Loads affecting the building

Vestergade

Carl Klitgaards Vej

Føtexgade

(existing road)

15°

30° 30°

30°

Fu

ture

sit

e r

oa

d f

or

cra

ne

use

O1

FUK -2,4 m

Site road

Header pipe ø20 cmHeader pipe ø20 cm

He

ad

er

pip

e ø

25

cm

Dis

cha

rgin

g p

ipe

ø2

0 c

m

Dis

cha

rgin

g p

ipe

ø2

0 c

m

Discharging pipe ø30cmDis

cha

rgin

g p

ipe

ø3

0 c

m

P1

P2 P2

F1

FUK -2,4 m

FUK -2,4 m

FUK -2,4 m

Wellpoint system (c.c. 500 mm)

P1 Water pump model 1


F1 Water filter before total discharge

Site entrance with warning signs

Site entrance gate

Fence

15°Ramp to excavation pit

Exc

av

ati

on

slo

pe

Excavation slopeExcavation slope

O1 Site office with toilet facilities and first aid kit

Waste water pipe

Water pipe

Electricity pipe

Sheet piles

Parking area

Notes

For the in-situ concrete trade a forklift is used to movethe reinforcement from the storage area to wherever isneeded.

The sequence for concreting the line foundation is made

in way to avoid the use of concrete pump (See concrete

works sequence).The placement of formwork for the in-situ walls is made

by the help of a truck crane provided by the supplier.

The last slab section to cast is S10 in order to provide a

way out for the concrete trucks, to avoid any damage tothe already concreted slabs.

O2

+O

3

R

ein

forc

em

en

t st

ora

ge

S2

S1S4 S5

S6

S7

S8

S9S10S3

AX

SX Concrete slab sections

Forklift

O2+O3 Changing rooms + offices

Concrete truck

Concrete truck


PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

DU

CT


PRO

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CED

BY A

N A

UTO

DESK

EDU

CA

TION

AL PR

OD

UC

T

Vestergade

Carl Klitgaards Vej

Føtexgade

(existing road)

15°

30° 30°

30°

Sit

e r

oa

d f

or

cra

ne

use

O1

Site road

Header pipe ø20 cmHeader pipe ø20 cm

He

ad

er

pip

e ø

25

cm

Dis

cha

rgin

g p

ipe

ø2

0 c

m

Dis

cha

rgin

g p

ipe

ø2

0 c

m

Discharging pipe ø30cmDis

cha

rgin

g p

ipe

ø3

0 c

m

P1

P2 P2

F1

Exca

va

tio

n s

lop

e

Excavation slopeExcavation slope

Parking area

O2

+O

3O

2+

O3

1

2

3

3

3

Wellpoint system (c.c. 500 mm)



F1 Water filter before total discharge

Site entrance with warning signs

Site entrance gate

Fence

15°Ramp to excavation pit

O1 Site office with toilet facilities and first aid kit

Waste water pipe

Water pipe

Electricity pipe

Sheet piles

O2+O3

1

2

3 Tower crane CTT 721-40 HD 23

Mobile crane

Truck for mounting elements

Changing rooms + offices

Legend:

Cranes:

A mobile crane is used to place the heaviest prefab elements

(beams and columns) before the concrete slab is casted. Then

3 tower cranes are installed to keep mounting the rest of the

structure and to lift the required materials for the rest

construction phases.


PRO

DU

CED

BY

AN

AU

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PRO

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Building site plan for concrete in-site works

Building site plan for mouting of prefabricated elements

9

02 3d objects

The project focuses on creating simple, realistic and informative 3d models. The objects are ready for rendering, providing a more natural and lifelike image of the 3d visualization.

10

3d Visualization

11

3D visualization

12

3D visualization

13

3D visualization 14

UP DN

DW

UP

D6

D8D9

2250

5 m²

Shaft

10 m²Office 4

11 m²Office 7

6 m²

Utility room

7 m²

Office 5

13 m²

Office 6

15 m²Office 8

6 m²

Storage room

3835

601

D43 D44

D46

?

??

1 1

1

D47

1200

D76

D77

A B C D E F

3

4

5

6

7

8

9

10

11 m²

Storage

D81

D83

D84

3812

6 m²

Printing room

U

V

W

2

1

D88

D89

50 m²Kitchen

87 m²canteen

15 m²Office 2

18 m²Office 1

4 m²

WC

3 m²

WC

13 m²

Kitchen

28 m²Office 3

37 m²

Conference room

11 m²

Shaft Elevator

140 m²Hallway

2 m²

Room

14 m²

External steel staircase

5 m²

handicaped toilet

3 m²

WC

3 m²

WC

4 m²room

EXIT

75

7624

108244

1200

2088

2500

939

875

848

5794

5279

2572 800 3570 800 1605 800 100841010084101008 800 3312

3881

3526

2200

2220

1632 1870 4696 1870 1590 1925 1207 2200 2721 1870 1361 1870 1598

145

2218

145

4411

3928 120 3292 120 6470 200 3160 200 8429

449

1446

120

1120

120

1500

120

1770

120

4465

120

3936

120

2205

145

4431

2522

145

3929

120

4460

120

2253

145

1707

150

2412 2285

120 7067 220 2492 220

2058

1400

2208

800

1368

4105

884

101

009

800

1400

800

1451

800

1253

800

6296

490

490

5182

120

247

2630

3152

1631

1185

303

800

1128

410

1128

800

825

490 4220 4249

3885

1200

712

1930

1557

1000

3081

464

807

14637

5204 120541848 1123 1870 1200 1870 2100 490

15391

3486 3086 2893 3086 2886

4774 120 9552

3690 200 4899 2805

4021

3486

2097

3486

3486

3486

3812

3943

3943

4078

150

145 145

120

145

145

235

120

1628

4486 3486

26899

11827

18102

5394

8958

3000

DN

DN

V1

V11 V11

A B C D E F

3

4

5

6

7

8

9

10

D80

U

V

W

2

1

13 m²Kitchen

29 m²Office 5

18 m²Office 1

15 m²Office 2

17 m²

Office 6

21 m²Office 7

13 m²Office 9

5 m²

Office 8

6 m²

Office 10

7 m²Printing room

37 m²Conference room

Office1111m2

office 3 29m2

5 m²

Room

4 m²Room

3 m²Room

3 m²Room

D116

Hallway111 m2

10 m²Room

2080 1870 4800 1870 3787 5771 1870 4838

3875

895

1575

5476

2597 800 2646 800400410 1788 800 100841010084101008 800 3210

759

800

1143410

1203

800

1826

800

1564

800

1262

4473 84888510 3481

6812

800

1238

800

3661

800

1129

410

500

410

1300

800

2701

800

2190

4021

3486

2097

3486

3486

3486

3812

3943

3943

24351

1792

2863

4982

2524 145 2250 145 3356

4257

120

2290

120

2055

120

6346

120

145

4321

848

2518

8483

40468

64

1569

910

3163

1435

6875

40

848

3105

848

1350

1102

848

2103

1738

910

2142

1083 883 2760 3689

6346

120

2350

4431

120

3945

120

1500

1201

1201

20

1935

26886

1209 2200 2709 1870 1441 1800 1108490 1590 1870 1710 1870 1220 1870 1515 1925

3915 120 3292 120 6470 200 3160 200

1764 16611472351200235 3233 120 9693

145

3928

145

4411

4486 3486 3486 3086 2893

3086 2886 3000

18096

11367

11822

120012011412421200235 2095 782 883 848 4021 848 4960 848588145

The BDO Building is a 3 storey office building with a canteen for the employees of the accounting company. The BDO project is constructed using prefabricated con-crete elements, as well as wooden ones for the canteen area.

The intent of the project is to enhance user friendly environment for both the em-ployees of BDO, as well as their clients., to meet the current and future needsof the office space with an efficient and flexible building. In order to enhance the air qual-ity, increase energy savings, etc., the office building is equipped with a green roof, also creating one relaxing environment for the employees.

3D visualization

1st floor drawing03 bdooFFice building

Ground floor drawing15

DN

DN

F

38

75

5200

5518

1.

1

1

2 3

Building servicesshaft 2

Steel staricase, steel framedexternal glazing

Building services Shaft1

Concrete staircaseExternalcurtain wall

Externalcurtain wall

75

Overlaping of 75mm over the wall isrequired.Shaft overlaping of 60mm

Look at floor keypoints for detail connectioninformation

Roof lvl 1st Scandek elements

Prefabricatedhollow coreelements

6328

4300

L e g e n d

No te s

6967

7234

75

6422

75

3217

Ho llo w c o re list

1. N10 7x4300 PX 18/1202. N11 7x6328mm PX18/1203. N12 7x5518mm PX18/1204. N13 7x5200mm PX18/1205. N14 3x7293mm 18/1206. N15 4x6422mm 18/1207. N17 5x7475mm 18/1208. N18 2x3217mm 18/1209. N16 3x3323mm 18/120

Cutted hollow coresPX18/120 9657mmPX18/120 7475mmPX18/120 3217mm

3082

(N10)

(N11)

(N12)

(N13)

(N14)

(N15)

(N16)

(N17)

(N18)

5335

5795

6626

4453

7429 6461

75

UP

DW

DN

DN

UP

11367

9465

1672

11775

D22 D23 D24

D25

D26

D27

D28

D29

D30

D31

D32

D34

D35

D36

1 1

1

?

?

?

?

D52

D53

D55

D56 D57 D58D59

A B C D E F

3

4

5

6

7

8

9

10

D79

1908

1431

1200

3830

U

V

W

2

1

Canteen Scandek Roof

18033

26888

15066

8720

2200

7937

9843

3280

145

7177

3385

1632 1870 1668 1870 1248 1870 1487 1925

4486 3486

3486 3086 2893 3086 2886

4021

3486

2097

3486

3486

3486

3812

3943

3943

8432

17632

145

44312200

1068

1575

895

3915 120 3292 120 6470 200 3160 200

2213

4556

145

39283200

2597 800 2646 800400410 1789 800 100841010084101008 800 3147

941

800

1886

800

1826

800

1203

410

1143

800

758

8894

14637

5715

1792

220 2427 220 2587 145

145

3898

120

4491

120

2275

120

4332

145

4184

848

2518

8483

40910

1569

910

3168

2250

2213

1200

145

2205

120

3910

120

4491

120

1770

120

1500

1201

1201

20

1908

2359

36

490

145 2250 145 3359

1207 2200 2711 1870 1441 1800 1600

6812

800

1238

800

1332

1200

1129

800

1129

410

500

410

1300

800

2233

1400

1568

24351

3027

5500

2nd floor drawing Structure drawing 16

55

55

(21)

(22)

Tegn. nr.:(23)5.3

Tegn. nr.:---

Tegn. nr.:---

7080

1000

2149

4500

5649

-3850

78910

Tegn. nr.:---

Tegn. nr.:(23)5.2

(22)

(23)

600 2695

600

457

8000

9149

Tegn. nr.:---

80

3580

7000

-4300

(27)

(35)

(35)

(35)

(13)(12)

(33)

(33)

(24)

260

2615

625

260

2562

495

458

305

3635

2615

-4000

-4900

7

25mm GrowingMedium

20mmDrainage

18mm galvanizedcorrigated steel

inner reinforcementBars

100

75

10595

10122

10324

layer ofRoot barrier

50mminsulation

10023

HEA profile 400

Damp-proofmembrane

60

25

57

2x150mm

rockwool

insulation

8

9

151518

305

815

10595

9

310

310

10024

10169

45

p re fa b ric a te de le m e n t w a ll180mm Conreteelement2x150mmRockwoolinsulation10mm rendering

30mm Plywood

25mm GrowingMedium

20mmdrainage

Metal cap

Gutter

Filled in insulationto prevent cold bridge

Damp-proof course

50mminsulation

10122

Metal plateHolding plywood

Scandek roof systemSD300

155

300

Holding steelplate

Detail Roof Drawing

Section

Detail Roof Drawing

Detail Roof Drawing

17

103

70

13

1

818

12

3

14

2

11

50

240

3595

3089

20

35

55

13

20 55

55

55

Tegn. nr.:---

Tegn. nr.:---

20mm Timbercherry flooring

Delta beam D37

Steel plateholding thehollow core stable

Prefabricated element1.10mm rendering2.2x150 layers of insulation (rockwool)3.180mm Concrete loadbearing wall

Hollow core dekc PX180Scandeck

Dropped ceiling

ExpensionBolt

Filled in concrete

has to be crackedIn order to fill in concrete

2x12.5 knauf fire plasterbaoards

concrete screed 25 mm

Timber beam 75x35mmRockwool flexible insulation betweentimber beams 20mm

180

25

35

20

2x12.5 knauf plasterboards

80

3580

3320

10

134

1313

Filled in Concrete

70

3175

40

50

Slab to wall detail Section

Roof Detail

18

120

181

18

15

15

18

15

15

10595

10122

35

5

Filled in insulation

7

62x15mm Gipsplasterboard

121250200

120Steel plate

Filled in insulation50 mm rockwoolinsulation

25mm Growing medium

20mm Drainage

3595

The whole ceiling , aswell with the pipeswill be painted black

Hollow-coredeck PX18/120

0

25mmconcrete screed

120

367

Semi-Section Detail

Column to roof detail

19

Aalborg Airport is the third largest airport in Denmark and has been established over 75 years ago.The airport has an interesting and exsiting shape reminding of a plane taking off. The project con-sists of alternative design for the airport, as well as increasing the square meters with over 7000 m2.

Airport Front Facade

Aiport Site

04 aalborg airportnørrsundby 9400

20

Storey Partition

Polished Concrete 25 mm Adhesive 10 mmCast in-situ concrete 150 mmInsulation 2x150 mmCompressed sand 50 mm

Beams

Gluelaminated beams : 31Span: 35 mWidth: 400 mmHeight: 700 mm

Prefabricated Roof Elements

Span: 12000 x 3000 mmReistag Roof CoveringRoofing feltBattens: 50 x 50 mmVentilation gap: 50 mmInsulation: 245 mmInsulation: 120 mmMoisture BarrierPlasterboard 2 x 45 mm

Columns

Columns : 14 Base: 508Ø Round Steel filled with concrete

Floor Plan

21

Roof Structure

22

Section Drawing

Roof area detail Roof area detail

23

BASEMENT SPECIFICATION:

1. Polished Concrete 20 mm & Ceramic Adhesive 10 mm2. Concrete Storey Partition Cast-in-Place 100 mm3. Hard Insulation (Rockwool) 20 mm4. Hollow Core Deck Element PX 220 Spæncom5. ISOVER Insulation S60: 41, U-value 0.20, 150 mm6. Placing battens 25x507. Ventilation Space8. Plasterboard 2x13 mm9. Commercial Fridge (eCube, Holland: Energy Saving, reduces cool-ing cycles, lowers tear and wear, reduces CO2 emissions)10. Internal Insulation 100 mm11. Cement Screed12. Concrete Storey Partition Cast-in-Place 200 mm13. Hard Insulation (Rockwool) 2x150 mm14. Compressed Sand 50 mm15. Drainage System16. Pump17. Pipe Diameter 11018. Pad Foundation 500x50019. Radon Barrier20. Layers of Compressed Sand21. Foundation 390 mm22. LECA Blocks 390x190x49023. External Insulation Polystyrene 100 mm24. Cast-in-place concrete filling25. Compressed Sand 50 mm

Semi-Section Basement

Basement Section Basement Plan

24

Detailed Drawing Basement-Ground

Detailed Drawing

Detailed Drawing

25

Airport Front Facade

Airport’s structure 3d model

26

UP

Stai

rs

Ele

vato

r

150

m²

Big

Offi

ce A

reas

44 m

²M

eetin

g Ar

ea 1

76 m

²C

ante

en

21 m

²W

ardr

obe

21 m

²O

ffice

1

14 m

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Foundation Drawing Ground and 1st floor 3rd floor

2nd floor

The area represents a building from the early 20th century in the heart of Aalborg, a city in northern Denmark. The building is located on C. A. Olesens Gade 1, inherent to the classical Danish building style. The project consists of demolishing the 2 staircases and building new ones next by. The Akvavit project also demanded to renovate the 2nd floor and get more light into the building, therefore skylights were placed on the roof, increasing significantly the daylight penetration.

05 aalborg akvavitrenovation project

27

Meeting Room

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Secondary electricity supply board

Electricity supply

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MParking

N

North Arrow

Fire extinguisher

Crane first place

Mobile crane type: LTM 1030-2.1

N

Toilet/ Shower facilities

3719

67421

55349636

3D visualization

Site Plan Section Drawing

(00) Ground Floor

0

(00) Foundation Level

-1200

(01) 1. Sal

6200

(02) 2. Sal

9400

(03) 3. Sal

12600

(04) 4. Sal

15800

Storey partition consist of 15cm ofconcrete

Level 12

3520

2799

2512

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The roof structrure consists of :25 mm roofing aphalt paper25 mm polystyrene insulation60 mm mineraluld100mm concrete slab145 mm Rockwool A-BATTS insulation10 mm Damproof membrane145 mm Rockwool A-BATTS insulation

Roof U- value: 0,9

The wallstructure consistof:420 mm existingwall150 mmMineraluld2x 12 mmplasterboard

External wall uvalue:0,15

1258

0

6180

3200

External wall:150 mm Concrete 70 mm Rockwool insulation195 mm Polystyrene insulation 9 mm gips

U value: 0,13

Upper roof:95 Rockwool insulation150 Concrete45 Rockwool insulation170 Polystyrene insulation95 Rockwool insulation

U value: 0,15

28

Open workspace

Meetng and Waiting rooms 3d Visualization

Corridor

29

The showroom project is located in the heart of Valleta and as the names reeals the client was Alfa Romeo. Their main wishes were to get a real image of how the actu-all layout will be, including all the cars and furniture, getting a better understand-ing and sense of the place. Therefore a variaty of 3d visualizations were prepared from different view points to give Alfa Romeo a more realistic image of the space.

Shoowroom drawing

3D visualization open space

3D visualization open space

06 showroom alFa romeo project

30

3D visualization

31

3D visualization 32

North Facade

South Facade

West Facade

East Facade

Villa N is a single family house, designed as a balance mixture between typi-cal Norwegian wood housing and modern minimilistic elements. It consists of a ground foor with a garaga, specially adapted to the client’s demands. The 1st floor consists of a spacious bedroom with a balcony with an amazing view towards the nature.

3D visualization

07 aalborg airportnørrsundby 9400

33

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Ground Floor Area

3D visualization kitchen

34

3D visualization kitchen 3D visualization

3

[email protected]

+45 28 67 49 64

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