portfolio _gergana

architectural

P O

R T

F O

L I

O

G e r g a n a T o d o r o v a

[email protected]

+4521558330

academical background

2013 - 2016 Aarhus School of Architecture IAarhus, Denmark Bachelor in Arts of Architecture

2008 - 2012 University College of Northern Denmark IAalborg, Denmark Bachelors Degree in Architectural Technology and Construction Management

2003 - 2008 National High School of Mathematics and Science ISofia, Bulgaria Secondary Education, Specialized classes in English and Chemistry, basic objects of study: Biology, Mathematic and German

1996 - 2003 73. School Vladislav Gramatik I Sofia, Bulgaria

scholarships and awards

February 2010 - June 2010 University of Malta IMsida, Malta Erasmus I Exchange Student

work experience

April-September 2011 EM Architects IValletta, Malta Trainee Architect

skills

IT IAutoCADIAutodesk REVITIRhinoIVRay

Adobe Photoshop, InDesign, Illustrator IMicrosoft Office IMicrosoft ExcelIMS ProjectISigma I Handcraft Modelling

languages

Bulgarian mother tongue Danish fluent Russian good English fluent German good

Contents

01 IROMAJI ART HOUSE I BACHELOR PROJECT I UNIVERSITY COLLEGE OF NORTHERN DENMARK 02 ILANDSCAPE INTERVENTION I BRABRAND S, AARHUS I 2. SEMESTER I AARHUS SCHOOL OF ARCHITECTURE

03 IEXTENSION OF THE DANISH PAVILLION IN VENICE I 3. SEMESTER I AARHUS SCHOOL OF ARCHITECTURE

04 ISUMMER HOUSE PROPOSAL I WEST COST OF DENMARK I 4. SEMESTER I AARHUS SCHOOL OF ARCHITECTURE

05 IMEDINA OF MARRAKECH, MOROCCO I DEVELOPING A HOUSING UNIT

06 IURBAN DENSIFICATION IN GELLERUP I AARHUS, DENMARK I BACHELOR PROJECT I AARHUS SCHOOL OF ARCHITECTURE I 2016

Triq H . Newmankerb F.G .92.047 92.346 92.83692.685

UP

UP

SECTION A-A'SECTION A-A'

SECTION B-B'

SECTION B-B'

2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19

25202520

1

1

4

4

10

10

13

13

16

16

TECHNICAL ROOMHEIGHT OF 9000 MMTHE HEIGHT ISREQUIRED BECAUSE OFTHE AGGREGATORDIMENSIONS;IT HAS TWO ACCESSOPTIONS: CAR PARKACCESS AND GROUNDFLOOR ACCESS, IF ANYMAINTENANCEREQUIRED.

UNDERGROUND CAR PARK

basement wall150 mm reinforcedprecast concretewall;150 mm insulation(two layers of 75mm);leca blocks 190mm;asphalt covering;cement coating;100 mm externalinsulation;fibertex sheet

u-value 0.13 w/m2K

NOTE: INSULATIONREQUIREDBECAUSE OF THETECHNICAL ROOM

CAR LIFT

PHANTOM PARK CAR LIFT

STANDARD FEATURES

ELECTRICAL230V single-phase motor control panel;"Up/DOwn" operator push button station;

SAFETYpillot-operated check valve "velocity fuses" on each cylinder to lock lift intoplace in the event of catastrofic hose failure.maintenance devices are provided to support an empty lift in a raisedposition when engaged for safe inspection, maintenance and repair.

CONCRETE COLUMNSIN THE BASEMENTDIMENSIONSVARIABLEFOR ANY FURTHERINFORMATION,PLEASE REFER TOTHE SCHEMATICDRAWINGSSHOWING THESTRUCTURAL SYSTEMCOMPLETELYNOTE: ALL THEDIMENSIONSREQUIRED ARE GIVENIN A TABLE.

THE CAR PARK CONSISTS OF 21 PARKING CELLSWHERE EACH HAS WIDTH OF 2500 MMAND LENGTH OF 5000 MM.THE INTERNAL PARKING SPACES ARE NOT THAT MANY BUTEXTRERNAL CAR PARKING AREAS ARE AVAILABLE.THEY ARE PROVIDED BY AALBORG KOMMUNE ANDTHEY ARE MARKED AS COMMON OR PUBLIC PARKING.NOTE: THE COMPLETE PARKING LAYOUT IS SHOWN ONTHE ARCHITECTURAL DRAWINGS WHERE MORE DETAILEDOVERVIEW IS GIVEN.

FIRE SECTION

FIRE SECTION

9272

8197

1000

7166

7247

2106

1360

4495

6000

2792

4560

4365

4214

2373

2179

860

1827 4693 7030 6686 7256 4575

240

240

4557

4235

4360

4520

8125

3549

2391

1899

2

33903

9872

2144

2110

8

9859

1300

2404

5397

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.

GeorgiArt Architectural StudioTel: 2155 8330Fax: 2520 8080E-mail: georgi@rt_architecture.dk

Porthusgade 1, 9000 Aalborg

1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)1.1

ALESSIO PULIZZIEXHIBITION CENTER ROMAJI ART HOUSE

UNDERGROUND CAR PARK

1 : 100

CAR PARK/ BASEMENT

Triq H . NewmankerbF.G .92.047 92.346 92.83692.685

UP

UP

UPUP


SECTION B-B'

SECTION B-B'

2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19

4618

FIRE ESCAPESECTION TROUGH

STAIRCASE


STAIRCASE

FIRE SECTIONFIRE SECTION

1

1

4

4

10

10

13

13

16

16

FIRE SECTION

FIRE SECTION

EXTERNAL AREAS

EXTERNAL AREAS

CURTAIN WALL RAILINGPILKINGTON PROFILIT-BESPOKE DESIGN;HEIGHT 1100 MM

TECHNICAL ROOM

BATHROOM

BATHROOM

WINE POCKET

WINE POCKET

WINE POCKET

EXHIBITION HALL B

EXHIBITION HALL A

OPEN EXHIBITION SPACE;

CIRCULATION AREA

LOADBEARING WALLS - UDFYLDENDE FACADER/KNAUF DANOGIPS/CATALOGUE NUMBER: YB RY 250/Z95 600 EHEH/AA;Rw-value 55 db;Fire Rating: REI60 A2-s1, d0;U-value 0.13 W/m2K;Weight 60kg/m2;Total thickness: 406 mmConstruction: 2 x 15 Clima Secura Board;

RY 250 profile; 250 mm insulation; Damp Proof Membrane; Z-95 profile; 95 mm insulation; 2 x 15 Clima Secura Board.For any further construction information, please refer to the details.

INTERNAL WALL - SYSTEM 600/KNAUF DANOGIPS/CATALOGUE NUMBER: VD MR120 600AA/AA M90;Fire Rating: EI60 A2-s1,d0;Rw-value 60 db;Height available: 4000 mm, 6000 mm,6500 mm;Height used: 6000 mm;Thickness 295 mm.

LOADBEARING WALLS

7216

4393

9272

8197

9872

2144

1631

5

2391

external wine cellar

2091

1484

1016

2218

2792

6047

6841

6347

7712

5626

5977 5724

7774

3089

9246

1112

1901

956

222

2068

4522

14597 11317

2192

2185

7039 8146

4349

5497

2364

537

1440

8

29392

7555

3241

2319

2435

1822

2333

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)1.2


GROUND FLOOR

1 : 100

GROUND FLOOR

DN

UP

DN

UP

DN

UP


SECTION B-B'

SECTION B-B'

2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19

1830


STAIRCASE


STAIRCASE


1

1

4

4

10

10

13

13

16

16

WORKSHOP

WORKSHOP

VIDEO ROOM

VIDEO ROOM

OPEN EXHIBITION SPACE

CIRCULATION SPACE


CIRCULATION SPACE

GLASS ELEVATOR

DEBATES

BOARD ROOM

WAITING ROOM

BATHROOM

BATHROOM

OFFICES

CURTAIN WALL PILKINGTON PROFILIT-BESPOKE DESIGN;

TRIPPLE GLAZED;

GEL IN BETWEEN THE GLASS;

MOUNTED WITH STEEL PLATES;

ALUMINIUM WINDOW SILLS;

THE FLOADING FLOOR IS UNDERNEATH THE CURTAIN WALLS

AND A SELANT JOINT IS MADE AROUND THE WINDOW FRAME.

U-VALUE 1.1 W/M2K

Rw-VALUE > 55 DB

CURTAIN WALL PILKINGTON PROFILIT-BESPOKE DESIGN;TRIPPLE GLAZED;GEL IN BETWEEN THE GLASS;MOUNTED WITH STEEL PLATES;ALUMINIUM WINDOW SILLS;THE FLOADING FLOOR IS UNDERNEATH THE CURTAIN WALLSAND A SELANT JOINT IS MADE AROUND THE WINDOW FRAME.

U-VALUE 1.1 W/M2KRw-VALUE > 55 DB

LOADBEARING WALLS - UDFYLDENDE FACADER/KNAUF DANOGIPS/CATALOGUE NUMBER: YB RY 250/Z95 600 EHEH/AA;Rw-value 55 db;Fire Rating: REI60 A2-s1, d0;U-value 0.13 W/m2K;Weight 60kg/m2;Total thickness: 406 mmConstruction: 2 x 15 Clima Secura Board;

RY 250 profile; 250 mm insulation; Damp Proof Membrane; Z-95 profile; 95 mm insulation; 2 x 15 Clima Secura Board.For any further construction information, please refer to the details.

INTERNAL WALL

- SYSTEM 600

/KNAUF

DANOGIPS/

CATALOGUE

NUMBER: VD

MR120 600

AA/AA M90;

Fire Rating:

EI60 A2-s1,d0;

Rw-value 60 db;

Height

available: 4000

mm, 6000 mm,

6500 mm;

Height used:

6000 mm;

Thickness 295

mm.

LOADBEARING WALLS

LOADBEARING WALLS

LOADBEARING WALLS

LOADBEARING WALLS

PARTITIONWALLS IN THEBATHROOM -SYSTEM450/KNAUFDANOGIPS/CATALOGUENUMBER: VEMR95 450AA/AA;Fire Rating:EI60 A2- s1,d0;Rw-value 52db;MaximumHeight 6300mm;Thickness 145mm.

2098

5108

3242

3856

1511

572

2068

2443

4738

4513

5709 6167

8174

11832 0 6100 153

0

1058

145

1070

1070

2413

2218

503

6848

5977 5724

9246

2068

2050

1526

3864

4912

1830

3245

2073

113096843

2718

2083

1058

1070

1070

4161

2588

2422

2515

2421

6450 6450

1174

074

95

28847

12747

28862

services room

services

room

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)1.3


FIRST FLOOR

1 : 100

FIRST FLOOR

DN

DN

DN


2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19


STAIRCASE


STAIRCASE


SECTION J-J'

SECTION J-J'

1

1

4

4

10

10

13

13

16

16


CIRCULATION SPACE


CIRCULATION SPACE

GLASS ELEVATOR


TRIPPLE GLAZED;






U-VALUE 1.1 W/M2K

Rw-VALUE > 55 DB

CURTAIN WALL PILKINGTON PROFILIT-BESPOKE DESIGN;TRIPPLE GLAZED;GEL IN BETWEEN THE GLASS;MOUNTED WITH STEEL PLATES;ALUMINIUM WINDOW SILLS;THE FLOADING FLOOR IS UNDERNEATH THE CURTAIN WALLSAND A SELANT JOINT IS MADE AROUND THE WINDOW FRAME.

U-VALUE 1.1 W/M2KRw-VALUE > 55 DB

LOADBEARINGWALLS -UDFYLDENDEFACADER/KNAUFDANOGIPS/CATALOGUENUMBER: YB RY250/Z95 600EHEH/AA;Rw-value 55 db;Fire Rating: REI60A2-s1, d0;U-value 0.13W/m2K;Weight 60kg/m2;Total thickness:406 mmConstruction:2 x 15 ClimaSecura BoardRY 250 profile250 mm insulationDamp ProofMembraneZ-95 profile95 mm insulation2 x 15 ClimaSecura Board.For any furtherconstructioninformation,please refer to thedetails.

EXHIBITION HALL C

EXHIBITION HALL D BALCONY

BALCONY

TERRACE

TERRACE

CURTAIN WALL

RAILING

PILKINGTON

PROFILIT-

BESPOKE DESIGN;

HEIGHT 1100 MM

CURTAIN

WALL

RAILING

PILKINGTON

PROFILIT-

BESPOKE

DESIGN;

HEIGHT

1100 MM

CURTAIN WALL

RAILING

PILKINGTON

PROFILIT

-BESPOKE DESIGN;

HEIGHT 1100 MM

CURTAIN WALL

RAILING

PILKINGTON

PROFILIT-

BESPOKE

DESIGN;

HEIGHT 1100 MM

12920

9588

2098

5131

11832 11693 2092

6848

7249

12680

9670

3245

2073

5089

11309

6877

7037

3242

4970 13976

4747

2266

2300

2361

2111

14937

1923

4

14388

1923

7

43163

CURTAIN

WALL

RAILING

PILKINGTON

PROFILIT-

BESPOKE

DESIGN;

HEIGHT

1100 MM

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)1.4


SECOND FLOOR

1 : 100

SECOND FLOOR

UNDERGROUND CAR PARK PLAN

GROUND FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

01IROMAJI ART HOUSE - EXHIBITION SPACE

ROMAJI ART HOUSE - EXHIBITION SPACE

Triq H. NewmankerbF.G .92.04792.346 92.83692.685

UP

UP

UPUPUP

2 3 5 6 7 8 9 11 12 14 15 17 18 19

PREFABRICATED BALCONIES

STRUCTURAL STEEL FRAME MOUNTED

TO THE VERTICAL MULLION OF THE CURTAIN WALL/

THE INNER LEAF OF THE STEEL WALL /KNAUF DANOGIPS SYSTEM/;

FLOADING FLOOR;

GLASS RAILING OF 1100 MM HEIGHT.

6900

6850

6650

6500

6350

6300

FOUNDATION

GROUND FLOOR

FIRST FLOOR

SECOND FLOOR

LOWER LEVEL

ROOF

10030

10400

20400

20770

22770

23140

27140

1 4 10 13 16

ROOF CONSTRUCTION;

BESPOKE DESIGN;

PILKINGTON PROFILIT

DESCRIPTION: PILKINGTON PROFILIT is an alkali cast glass in U-shapes,

which is produced according to EN 572 Part 7, using the machine rolling process.

It is translucent, but not transperent, with or without pattern surface on the

outside and has the quality features of cast glass.

Please refer to the PILKINGTON PROFILIT product catalogue.

INTERNAL

WALLS -

SYSTEM

450/KNAUF

DANOGIPS/

CATALOGUE

NUMBER: VE

MR95 450

AA/AA;

Fire Rating:

EI60 A2- s1,

d0;

Rw-value 52

db;

Maximum

Height 6300

mm;

Thickness 145

mm.

INTERNAL WALL - SYSTEM 600 /KNAUF DANOGIPS/

CATALOGUE NUMBER: VD MR120 600 AA/AA M90;

Fire Rating: REI60 A2-s1,d0;

Rw-value 60 db;

Height available: 4000 mm, 6000 mm, 6500 mm;

Height used: 6000 mm;

Thickness 295 mm.

FLOOR CONSTRUCTION - KNAUF DANOGIPS;

CATALOGUE NUMBER: ES 250-2.5 600 GF25-TZ20/FF;

TUNGERE ERHVERV - MAXIMUM LOAD SPAN 4000 MM;

Fire Rating: REI60 A2-s1,d0;

Construction: 25 mm KNAUF GF

KNAUF trinlydsdag;

20 mm trapezplade TZ20;

C-profile;

25 mm sound proof;

30 mm insulation;

S25;

2 x 15 mm Secura Board.

For any further construction information,

please refer to the details.

EXTERNAL WALL - PREFABRICATED SANDWICH

ELEMENT;

150 MM INNER LOADBEARING;

2 LAYERS OF INSULATION - EACH OF THEM

75 MM;

30 MM AIR GAP;

70 MM OUTER CONCRETE LEAF;

U-value 0.06 W/m2K;

Rw-value > 55 db;

Fire Rating REI60 A2-s1, d0

EXTERNAL WALLS - UDFYLDENDE FACADER/KNAUF DANOGIPS/

CATALOGUE NUMBER: YB RY 250/Z95 600 EHEH/AA;

Rw-value 55 db;

Fire Rating: REI60 A2-s1, d0;

U-value 0.13 W/m2K;

Weight 60kg/m2;

Total thickness: 406 mm

Construction: 2 x 15 Clima Secura Board;

RY 250 profile;

250 mm insulation;

Damp Proof Membrane;

Z-95 profile;

95 mm insulation;

2 x 15 Clima Secura Board.

For any further construction information, please refer to the details.

basement wall

150 mm reinforced precast concrete wall;

150 mm insulation;

leca blocks 190 mm;

asphalt covering;

cement coating;

100 mm external insulation;

fibertex sheet

u-value 0.13 w/m2K

NOTE: INSULATION REQUIRED

BECAUSE OF THE TECHNICAL ROOM

THE FOUNDATION IS UNDER ALL THE LOADBEARING WALLS AND COLUMNS,

DESIGNED UNDER THE BASEMENT WALLS.

THE DEPTH OF THE ALL FOUNDATIONS IS 900 MM. THE FOUNDATIONS UNDER

THE COLUMNS ARE AS WELL 900 MM DEEP WITH VARIABLE WIDTH.

PLEASE REFER TO THE FOUNDATION PLAN. (12)3.1.

NOTE: A PERIMETER DRAINAGE SYSTEM IS MADE AROUND THE BASEMENT FOUNDATION.

DEWATERING SYSTEM.

COLUMN/BEAM SYSTEM SUPPORTING THE LOADBEARING ELEMENTS.

fOR ANY DIMENSIONS, PLEASE REFER TO THE LOADBEARING SYSTEM

SCHEMATIC DRAWINGS.


TRIPPLE GLAZED;






U-VALUE 1.1 W/M2K

Rw-VALUE > 55 DB

GROUND FLOOR

50 MM SELF COMPACTING CONCRETE SCREED;

200 MM CAST-IN-SITU CONCRETE;

2 LAYERS OF INSULATION, EACH OF 150 MM,

PREVENTING ANY COLD BRIDGES APPEARANCE.

DAMP PROOF MEMBRANE IS PROVIDED UNDER

THE CAST-IN-SITU CONCRETE,

PREVENTING THE CONSTRUCTION FROM ANY

HARMFUL EMISSIONS AND GASES/ACTING AS WELL AS A RADON BARRIER/.

U-VALUE OF GROUND FLOOR 0.15 W/m2K;

FIRE RATING: K110 B-s1, d1.

on top of all the storey partitions an acess floor

with underfloor service distribution is constructed.

LOW FINISHED FLOOR HEIGHT POSILOCK

Understructure Features

available in floor heights from 63.5 mm to 101.6 mm

PosiLock design provides self-engagement and

positioning pf floor panels.

easily levels uneven floors.

Con Core Panel 1000 - top layer.

System Weight 0.34 kg/m2

STATIC LOADS

Design Loads - 4.45 KN

Safety FActors(min 2.0) PASS

ROLLING LOADS

10 passes 3.56 KN

10,000 passes 2.67 KN

IMPACT LOADS

o.68 KN

CAST-IN-SITU CONCRETE WALL

THICKNESS 300 MM

STEPPING

600 X 600 MM

LAST STEP 400 X 2480 MM

PREVENTING THE STRUCTURE FROM CRACKS

SUSPENDED CEILING

UNDER THE GROUND FLOOR 200 MM

2 LAYERS OF SECURA BOARD (2 X 15 MM)

SUSPENDED ON METAL STRIPS

CLEAR HEIGHT OF THE BASEMENT 2574 MM

PREFABRICATED STEEL AND

GLASS STAIRCASE

23242

16872

10400 10586

TILT DECK

Reinforced Design

Reduced Weight

Lightweight Prefabricated

Concrete Structure

TATE'S SUSTAINABLE UNDERFLOOR DISTRIBUTION SYSTEM ALLOWS

CEILING DESIGN FREEDOM DUE TO THE ELIMATION OF DUCTWORK,

CABLE TRAYS, ETC.

16770

(29)5.1

(29)5.2

(29)5.1

4000

370

6000

6053

370

414

3334

7256 6979

9563 6807

2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19

1

1

4

4

10

10

13

13

16

16

4618

7216

4393

9272

8197

9872

2144

1631

5

2391

2091

1484

1016

2218

2792

6047

6841

6347

7712

5626

5977 5724

7774

3089

9246

1112

1901

956

222

2068

4522

14597 11317

2192

2185

7039 8146

4349

5497

2364

537

1440

8

29392

7555

3241

2319

2435

1822

2333

Drw.

Ctrl.

App.

Scale

Date

Drw. Nr Rev.



As indicated

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)3.1


SECTION A-A'

1 : 100

SECTION A-A'

1 : 200

GROUNDFLOOR_SECTION

Triq H. Newmankerb F.G .92.04792.346 92.83692.685

UP

UP

UPUPUP

FOUNDATION

GROUND FLOOR

FIRST FLOOR

SECOND FLOOR

LOWER LEVEL

ROOF

6300

6350

6500

6650

6900

6850

10390

16770

20770

20850

20830

23140

27216

16770

23140

10390

16400

20400

22770

9995

23247

16872

10542

16872

10542

15991

22361

96979682

9667

OUTSIDE

INSIDE

THE FLOOR CONSTRUCTION IN THIS CASE

IS USED AS BOTH:

FLOOR AND ROOF FOR THE SPECIFIC AREA

FLOOR CONSTRUCTION: KANUF DANOGIPS

CATALOGUE NUMBER: ES C250-2.5 600 GF25-TZ20/FF

FIRE RATING: REI 60 A2-s1, d0;

Rw-VALUE: 60 db;

CONSTRUCTION: 25 mm KNAUF GF

KNAUF trinlydsdug

20 mm trapezplade TZ 20

C-profile

25 mm sound membrane

30 mm insulation

S 25 monteringsprofil

2 x 15 mm Secura Board

THE ROOF CONSTRUCTION ABOVE THE FLOOR:

60 MM THERMAL INSULATION AROUND THE FLOOR

CONSTRUCTION, PREVENTING FROM ANY COLD BRIDGES;

FIRE PROOF LAYER /OSB BOARD/ 20 MM;

ROOFING FELT

SLOPE 1:40


TRIPPLE GLAZED;






U-VALUE 1.1 W/M2K

Rw-VALUE > 55 DB

EXTERNAL WALLS - UDFYLDENDE FACADER/KNAUF DANOGIPS/

CATALOGUE NUMBER: YB RY 250/Z95 600 EHEH/AA;

Rw-value 55 db;

Fire Rating: REI60 A2-s1, d0;

U-value 0.13 W/m2K;

Weight 60kg/m2;

Total thickness: 406 mm

Construction: 2 x 15 Clima Secura Board;

RY 250 profile;

250 mm insulation;

Damp Proof Membrane;

Z-95 profile;

95 mm insulation;

2 x 15 Clima Secura Board.

For any further construction information, please refer to the details.

ROOF CONSTRUCTION;

BESPOKE DESIGN;

PILKINGTON PROFILIT

DESCRIPTION: PILKINGTON PROFILIT is an alkali cast glass in U-shapes,

which is produced according to EN 572 Part 7, using the machine rolling process.

It is translucent, but not transperent, with or without pattern surface on the

outside and has the quality features of cast glass.

Please refer to the PILKINGTON PROFILIT product catalogue.

STEEL LOADBEARING COLUMN

FIRE RATING REI 120 A2-s1, d0

PREFABRICATED BALCONIES

STRUCTURAL STEEL FRAME MOUNTED

TO THE VERTICAL MULLION OF THE CURTAIN WALL/

THE INNER LEAF OF THE STEEL WALL /KNAUF DANOGIPS SYSTEM/;

FLOADING FLOOR;

GLASS RAILING OF 1100 MM HEIGHT.

GROUND FLOOR

50 MM SELF COMPACTING CONCRETE SCREED;

200 MM CAST-IN-SITU CONCRETE;

2 LAYERS OF INSULATION, EACH OF 150 MM,

PREVENTING ANY COLD BRIDGES APPEARANCE.

DAMP PROOF MEMBRANE IS PROVIDED UNDER

THE CAST-IN-SITU CONCRETE,

PREVENTING THE CONSTRUCTION FROM ANY

HARMFUL EMISSIONS AND GASES/ACTING AS WELL AS A RADON BARRIER/.

U-VALUE OF GROUND FLOOR 0.15 W/m2K;

fIRE RATING: K110 B-s1, d1.

THE FOUNDATION IS UNDER ALL THE LOADBEARING WALLS AND COLUMNS,

DESIGNED UNDER THE BASEMENT WALLS. THE FOUNDATION UNDER THE INTERNAL

WALLS IS WITH THICKNESS OF 150 MM(WHEN THE WALL ABOVE IS 300 MM) AND

THICKNESS OF 100 MM(WHEN THE WALL ABOVE IS 145 MM). THE DEPTH OF THE ALL

FOUNDATIONS IS 900 MM. THE FOUNDATIONS UNDER THE COLUMNS ARE AS WELL

900 MM DEEP WITH VARIABLE WIDTH.

PLEASE REFER TO THE FOUNDATION PLAN. (12)3.1.

NOTE: A PERIMETER DRAINAGE SYSTEM IS MADE AROUND THE BASEMENT FOUNDATION.

DEWATERING SYSTEM.

TATE'S SUSTAINABLE UNDERFLOOR DISTRIBUTION SYSTEM ALLOWS

CEILING DESIGN FREEDOM DUE TO THE ELIMATION OF DUCTWORK,

CABLE TRAYS, ETC.

REVOLVING DOOR

THE HEIGHT IS 4000 MM WITH 4 WINGS;

The wings of the revolving door incorporate glass,

to allow people to see and anticipate each other while passing through

the door. it is automatic system, powered below the central shaft.

There are safety sensors.

inside

outside

rotation

SUSPENDED CEILING

UNDER THE GROUND FLOOR 200 MM

2 LAYERS OF SECURA BOARD (2 X 15 MM)

SUSPENDED ON METAL STRIPS

CLEAR HEIGHT OF THE BASEMENT 2574 MM

(27)5.1

(23)5.1

2

2

3

3

5

5

6

6

7

7

8

8

9

9

11

11

12

12

14

14

15

15

17

17

18

18

19

19

1

1

4

4

10

10

13

13

16

16

4618

7216

4393

9272

8197

9872

2144

1631

5

2391

2091

1484

1016

2218

2792

6047

6841

6347

7712

5626

5977 5724

7774

3089

9246

1112

1901

956

222

2068

4522

14597 11317

2192

2185

7039 8146

4349

5497

2364

537

1440

8

29392

7555

3241

2319

2435

1822

2333

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



As indicated

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)3.2


SECTION B-B'

1 : 100

SECTION B-B'

1 : 200

GROUNDFLOOR_SECTION B-B'

SECTION A-A'

SECTION B-B'

CAR PARK/BASEMENT

7000

CAR PARK/BASEMENT7000

GROUND FLOOR10000

GROUND FLOOR10000

FIRST FLOOR16400

FIRST FLOOR16400

SECOND FLOOR22770

SECOND FLOOR22770

ROOF27140

ROOF27140

STOREY PARTITION216770

STOREY PARTITION2

16770

STOREY PARTITION1

10400


STOREY PARTITION4

23140


ROOFCONSTRUCTION

27640

ROOFCONSTRUCTION27640

CAR PARK SLAB6650

CAR PARK SLAB6650

LOWER LEVEL20770

LOWER LEVEL20770

FOUNDATION5750

FOUNDATION5750

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)3.5


SECTION I-I'

1 : 100

SECTION I-I'

SECTION I-I'

CAR PARK/BASEMENT

7000


GROUND FLOOR10000

GROUND FLOOR10000

FIRST FLOOR16400

FIRST FLOOR16400

SECOND FLOOR22770

SECOND FLOOR22770

ROOF27140

ROOF27140


STOREY PARTITION2

16770

STOREY PARTITION1

10400


STOREY PARTITION4

23140


ROOFCONSTRUCTION

27640


CAR PARK SLAB6650

CAR PARK SLAB6650

LOWER LEVEL20770

LOWER LEVEL20770

FOUNDATION5750

FOUNDATION5750

CAR PARK/BASEMENT

7000


GROUND FLOOR10000

GROUND FLOOR10000

FIRST FLOOR16400

FIRST FLOOR16400

SECOND FLOOR22770

SECOND FLOOR22770

ROOF27140

ROOF27140


STOREY PARTITION2

16770

STOREY PARTITION1

10400


STOREY PARTITION4

23140


ROOFCONSTRUCTION

27640


CAR PARK SLAB6650

CAR PARK SLAB6650

LOWER LEVEL20770

LOWER LEVEL20770

FOUNDATION5750

FOUNDATION5750

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)3.6


NORTH & EAST ELEVATIONS

1 : 100

North

1 : 100

East

NORTH - EAST ELEVATION

CAR PARK/BASEMENT

7000


GROUND FLOOR10000

GROUND FLOOR10000

FIRST FLOOR16400

FIRST FLOOR16400

SECOND FLOOR22770

SECOND FLOOR22770

ROOF27140

ROOF27140


STOREY PARTITION2

16770

STOREY PARTITION1

10400


STOREY PARTITION4

23140


ROOFCONSTRUCTION

27640


CAR PARK SLAB6650

CAR PARK SLAB6650

LOWER LEVEL20770

LOWER LEVEL20770

FOUNDATION5750

FOUNDATION5750

CAR PARK/BASEMENT

7000


GROUND FLOOR10000

GROUND FLOOR10000

FIRST FLOOR16400

FIRST FLOOR16400

SECOND FLOOR22770

SECOND FLOOR22770

ROOF27140

ROOF27140


STOREY PARTITION2

16770

STOREY PARTITION1

10400


STOREY PARTITION4

23140


ROOFCONSTRUCTION

27640


CAR PARK SLAB6650

CAR PARK SLAB6650

LOWER LEVEL20770

LOWER LEVEL20770

FOUNDATION5750

FOUNDATION5750

Drw.

Ctrl.

App.

Scale

DateDrw. Nr Rev.



1 : 100

GERGANA TODOROVA

UCN

UCN

10.01.2012

(99)3.7


SOUTH & WEST ELEVATIONS

1 : 100

South

1 : 100

West

SOUTH - WEST ELEVATION



BATHROOM

25

4525

16

5

95

637

0

1.

2.3.

4. 5.

6.

7.8.

9.

10.11.

12.

13.

Drw.

Ctrl.

App.

Scale

Date

Drw. Nr Rev.



1 : 5

GERGANA TODOROVA

UCN

UCN

10.01.2012

(23)5.2


BASE PLATE

1 : 5

PIPES IN INSULATIONLAYER

1.TWO LAYERS OF CLIMA SECURA BOARD,EACH IS 15 MM2. INSULATION 95 MM3. SEALING COAT, E.G. KNAUFFLAECHENDICHT4. CORNER SEALING, E.G. KNAUFFLAECHENDICHTBAND5. FILLING MATERIAL MADE OF FOAM PLASTIC6. JOINT SEALENT, E.G. KNAUF SANITAER-SILICON7. E.G. TILES ON KANUF FLEXKLEBER 25PLUS8. SEALING COAT, E.G. KNAUFFLAECHENDICHT9. KNAUF BRIO 1810. E.G. EPS DEO11. KNAUF CEILING MEMBRANE KATJA SPRINT12. KNAUF SYSTEM FLOOR,CATALOGUE NUMBERES 250-2.5 600 GF25-TZ20/FF13. MINERAL WOOL

NOTE: THE DISTANCE BETWEEN THESTARTING AND ENDING POINT OF THEMINERAL WOOL AROUND THE PIPES SHOULDBE

02ILAND ART WORKSHOP - PERSPECTIVE VIEW OF THE LANDSCAPE INTERVENTION

03IPROPOSAL FOR AN EXTENSION OF THE DANISH PAVILION IN VENICE

PLAN, SECTION AND ELEVATION

FORM PROPOSALS

PROPOSAL FOR AN EXTENSION OF THE DANISH PAVILION IN VENICEPLAN PROPOSAL EXTENSION

1.

1. 2.2.

3.

3.

PROPOSAL FOR AN EXTENSION OF THE DANISH PAVILION IN VENICELIGHT STUDIES

8.32 Sqm

total areawithout exterior walls50.42 Sqm

areawithout exterior walls13.50 Sqm


Opholdsrumareawith exterior walls34.72 Sqm

areawithout exterior walls11 Sqm

Soveplads 2areawith exterior walls17.1 Sqm

Soveplads 1areawith exterior walls20 Sqm

Sommerhus-bebyggelsetotal areawith exterior walls71.82 Sqm


Skurareawith exterior walls12.6 Sqm

5.5 Sqm

5.5 Sqm

25.92 Sqm

1.7 Sqm

2.52 Sqm

DINING

A'A

PLAN

SECTION & ELEVATION

04ISUMMER HOUSE - THE WEST COST OF DENMARK

05IMEDINA OF MARRAKECH, MOROCCO I DEVELOPING A HOUSING UNIT

MEDINA OF MARRAKECH, MOROCCO I PHASE 3 I SITUATION PLAN

Underground

PassageSoukSouk

Enklave 9Enklave 10Enklave 11Enklave 12Green Area

MEDINA OF MARRAKECH, MOROCCO I PHASE 3 I SITUATION SECTION

MEDINA OF MARRAKECH, MOROCCO I PHASE 3 I HOUSING UNIT FINAL DRAWINGS

06IURBAN DENSIFICATION IN GELLERUP I AARHUS I DENMARK

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY

AN

AU

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ESK

ED

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ATI

ON

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PRO

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DESK

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DAY 1

DAY 2


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CONSTRUCTION

SITE

CO

NST

RU

CTI

ON

SIT

E

CONSTRUCTION

SITE

CONSTRUCTION

SITE

CO

NSTR

UC

TION

SITE

DAY 2

DAY 1


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MAPPING

DETAIL

Scale 1:20

Scale 1:20

Sliding Wall Panel System

Sliding Floor System

Column

36602260

Scale 1:200

1830

2260

Openings/ Elevated Gardens

Modular

Circulation

DETAIL

DEVELOPING THE FORM OF THE BUILDING

FINAL PROPOSAL

'A forest which co

nsists of countles

s

light cones made f

rom spotlights abo

ve.

These lights pulsa

te and constantly

under-

go transience of s

tate and flow. Peo

ple

meander through th

is forest, as if l

ured

by the charm of th

e light. Light and

peo-

ple interact with

one another, its e

xist-

ence defining the

transition of the

other.

'

Sou Fujimoto

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

GROUND FLOOR SCENARIO

SOUTH ELEVATION

SECTIONS

PRO

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CED

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AN

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STUDIO APARTMENT/ DUPLEX/FLOOR PLANS

/SECTION

PENTHOUSE APARTMENT/FLOOR PLAN

/SECTION

THANK YOU!

portfolio _gergana

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