On next pages I would l ike you to present the works f rom each ty-pology s ize or any other catego-ry that I think best represents my ski l ls and possibi l i ty as of a future architect .

Hope you wi l l enjoy . . .

4 - 7 Surf House in Morocco

First real architecture design dur ing study. One of two proj-ects made at project c lasses in second hal f of a school year .

1-st year

8 - 13 House in Gdynia

First semester of this year we created conceptual project , in second semester w upgraded i t with some technical project .

2-nd year

20 - 29 Dance school in Mato-sinhosProject has been developed dur ing scholarship in FAUP, faculty o architecture in Por-to . With some help f rom great supervisor I was able to create I think my best design. Also I decided to cont inue i t dur ing engineer ing my degree.

3-rd year+ d i p l o m a

30 - 31 Sculpture in KwidzynS c u l p t u r e i n sm a l l c i t y n e a r t o G d a ń s k . P r o j e c t w i l l b e e x e c u t e d s o o n . I - s t p r i z e f o r p r o j e c t t h a t I d i d w i t h a f r i e n d .

Compet i t ions

14 - 19 Mu l t i f am i l y c u b e h a u s i n g u n i t sDesign studio focused on for-mal solut ions in mult i family bui ldings. Task was to modify cube form into a hospitable housing unit in the city cen-ter .

32 - 37 Szymany AirportN ew sm a l l c o u n t r y s i d e t e rm i n a l l f o r W a rm i a a n d M a u r y r e g i o n i n P o l a n . P r o f e s i o n a l c omp e t i t i o n i n w i t c h I t o o k p a r t w i t h g o o d f r i e n d s .

Drawings

38-43 DrawingsCol lect ion of drawings and paindt ings that I made dur ing my travels , art c lasses and just for fun.

4

Task was to design house in any locat ion in the world as long as is set in c lose connection with the water . My choice of Morocco was dictated by travel that I ’ ve made. During my surf t r ip we stopped by Immensuane . I found this place very inspir ing so later I decided to locate my house there.

Immensuane

5

S U R FHOU S E MOROC CO

a u t h o r s : Ł u k a s z P i t as u p e r v i s o r : E l ż b i e t a M a r c z a kl o c a t i o n : Immensuane, M o r o c c os e m e s t e r : 1 - s t y e a r 2 0 0 8 / 2 0 0 9u t i l i t y a r e a : 8 1 m 2

Bulding should be designed as a summer house for couple+child . As Immensuane is great surf loca-t ion I cottage is predicted for surf-ers family . So should be as close to the ocean as is possible . Ocean t ides make i t di f f icult so I decided to reach for local sol lution of f ish-ermen houses on poles .

6

A n o t h e r i n s p i r a t i o n f r o m t h e l o c a l a r c h i t e c t u e i s ‘ R i a d ’ . I t i s i n t e r n a l s m a l l g a r d e n t h a t h e l p s t o c o n -t r o l a i r t e m p e r a t u r e i n s i d e o f t h e h o u s e . I n t h e p r o j -e c t c o l d e r a i r f r o m t h e o c e a n s u r f a c e v e n t i l a t e r o o m s a n d h o t a i r f r o m h e a t e d i n t e r i o r i s m o v i n g a w a y t h r o u g h t h e ‘ p a t i o ’ i n t h e m i d d l e o f t h e s t r u c t u r e .

7

1 L i v i n g a r e a ; 2 S l e e p -i n g a r e a ; 3 B a t h r o o m ; 4 T e r r a c e ; 5 ‘ R i a d ’

± 0.00 = 3.11 a.m.s.l.- 0.32

0 1 5 m

Ground f loor 1 :200

1

3

2

4 5

± 0.00

0 1 5 m

Section 1 :200

8

Gdynia

authors : Łukasz Pitasupervisors : Marta Radziwiłowicz; Dorota Wojtowicz-Jankowska location : Gdynia, Polandsemester : 2-nd year 2009/2010 utility area : 300 m2

9

authors : Łukasz Pitasupervisors : Marta Radziwiłowicz; Dorota Wojtowicz-Jankowska location : Gdynia, Polandsemester : 2-nd year 2009/2010 utility area : 300 m2

House is setteled in a very green place, at the verge of forest and next to the smal l r iver , in the c i ty of Gdynia . Subject was to design a house for a family , in my case , sculptor and balley teacher + 2 kids .

H O U S E I N G D YN I A

10

1- l iv ing room + kitchen; 2-hal l ; 3-toi let for guests ; 4-c los-et ; 5-kids bathroom; 6-kids bedroom; 7-parents bedroom; 8-parents bathroom; 9-garage; 10-technical ; 11-storage; 12-sculpture workshop

Basement 1 :200

9

11

10

12

0 1 5 m

- 3.05

1-1

1-1

2-2 2-2

- 3.00

- 3.00

- 3.00- 3.00

- 3.00

- 2.15

Ground f loor 1 :200

1

3

2

4

5 6

78

0 1 5 m

± 0.00

1-1

+ 0.98

1-1

± 0.00

+ 0.98

2-2 2-2

11

House is devided in two zones : l iv ing area and bedrooms. Un-der there is basement with a l l technical insta lat ion, garage and sculpture workshop , that is a lso connected with rest of the bulding v ia sta i rs .

12

1.06+

2 %

6.75+

± 0.00

0 1 5 m

1-1

1-1

+ 6.78+ 6.44

+ 0.98

- 3.00

- 2.15

glue laminated t imber f rames

Section 2-2 1 :200

13

Lacat ion of the project was problematic becouse of atractive view that was attainable from the north facade . The solut ion was to create structure that is based on glue laminated timber frames , supported by concrete construct ion. I t made possible to make a l iv ing area with a big span and big windows on both facade north and south . I t created a space ful l of l ight so important in pol ish c l imat with a v iew for forest and r iver.

58 %

± 0.00

0 1 5 m

+ 6.78

2-2

2-2

+ 6.44

- 3.00

glue laminated t imber f rames

Section 1-1 1 :200

14

Gdańsk

authors : Łukasz Pitasupervisors : Wojciech Targowski location : Gdynia, Polandsemester : 2-nd year 2009/2010 utility area : 300 m2

15

MULT I FAM I L Y C U B E

HAU S I N G UN I T S

Design studio focused on formal solut ions in mult i family bui ldings. Task was to modify cube form into a hospitable housing unit in the city center.

16

17

0 1 5 m

+ 4.80+ 6.40

+ 4.80+ 6.40

0 1 5 m

± 0.00

- 1.60

I decided to divide form of cube into a two equal pieces and s l ide them against each others wal ls . I t create possibi l i ty of making apart-ments on di f ferent mid- levels . This intervention provides f lats with privacy .

Next step is to cover a l l form with a mobile surface of a wooden fa-cade that let habitants to control level of privacy and sun and ur-ban enviroment exposition.

Apartment plan 1 :200

Entrance foyer plan 1 :200

18

19

± 0.00

- 1.60

+ 16.40+ 16.00 + 14.40

+ 12.80

+ 9.60

+ 6.40

+ 3.20

+ 11.20

+ 8.00

+ 4.80

+ 1.60

0 1 5 m

Section 1 :200

20

Porto

Travessa

de

Alvaro

deCasteloes

S. Roque

NU 118

14,67

de

Situation 1 :5000

21

S c h o o l i s l o c a t e d i n i n d u s t r i a l d i s t r i c t o f P o r t o a g l o m -e r a t i o n , i n d i s t r i c t o f M a t o s i n h o s . N e x t t o t h e b r i d g e t h a t c o n e c t s t w o s i d e s o f h a r b o u r c a n a l . P l a c e i s f u l l o f b i g m e t a l a n d c o n r e t e s t r u c t u r e s . N o r t h o f P o r t u -g a l i n o p o s i t i o n t o w h a t y o u c o u l d t h i n k i s n o t s o s u n -n y . M a t o s i n h o s h a s c o l d i n d u s t r i a l c h a r a c t e r o f a s m a l l p o r t t o w n . I t i s g r e y b u t a l s o e l e g a n t a n d m i s t e r i o u s . A r c h i -t e c t o n i c f o r m a n d m a t e r i a l s r e f e r s t o e n v i r om e n t o f a p o r t d i s t r i c t . M a s s i v e , m o n o l i t h i c s t r u c t u r e o f a m a i n b u i l d i n g v o l um e i m i t a t e h e a v y p o r t d e v i c e s ; c r a n e s , s h i p s o r a b a s -c u l e b r i d g e t h a t s t a y s i n s u r r o u n d i n g s . U s i n g c o l d p u r i s t i c a r c h i t e c t u r a l l a n g u a g e p r o j e c t f i t s i n t h a t c o n t e x t p e r f e c t l y .

DANC E S C HOO LI N MATO S I NHO S

a u t h o r s : Ł u k a s z P i t as u p e r v i s o r s : F r a n c i s c o V i e i r a d e C a m p o s , M a r t a R a d z i w i ł o w i c zl o c a t i o n : P o r t o M a t o s i n h o s , P o r t u g a ls e m e s t e r : 3 - r d y e a r 2 0 1 1 / 2 0 1 2u t i l i t y a r e a : 4 2 0 0 m 2

Porto

Matosinhos

Dance School

22

F u n c t i o n a l s c h em a i s d i v i d i n g o b j e c t i n t o a t w o l e v e l s , p l u s u n d e r g r o u n d p a r k i n g l o t . A l l t h e f i r s t l e v e l r o om a r e o p e n v i a a c o r r i d o r t o s c h o o l s i n -s i d e p a t i o w i t h e x t r a o u t -d o o r d a n c e f l o o r t h a t n o r -m a l l y i s a c c e s s i b l e j u s t f r om t h e b u i l d i n g i n t e r i o r . S e c o n d f l o o r i s j u s t f o r e n t r a n c e z o n e a n d p e r f o r m a n c e h a l l . D i s -t r i b u t i o n i s c i r c u l a r , a r o u n d t h e p a t i o .

23

Ground f loor 1 :1000

FF

F

21 x 16 x 36

21 x 16 = 330

0 1 5 10 m

FF

F

- 0.05

± 0.00

± 0.00

± 0.00

- 1.63

+ 1.42

1.39

1.38

3-3

3-3

4-4

4-4

3.8 %

8.8 %

15 %

15 %

Section 3-3 1 :1000

Section 4-4 1 :1000

24W1Concrete facade wal l 8 cmEPS insulat ion 10 cmVapour control layerReinforced conrete abutment construct ion

W2Acust ic insulat ion 8 cmConcrete wal l 25 cm

W3Reinforced concrete wal l 10 cmAcoust ic insulat ion 10 cmReinforced concrete wal l 40 cmInstalat ion void 17 cmConcrete face wal l 8 cmW4Concrete face wal l 10 cmVenti lat ion void + roof drainage sys . 10 cm Vapour control layerEPS insulat ion 10 cmReinforced concrete wal l 40 cmEPS insulat ion 5 cmConcrete panel 5 cmW5Concrete face wal l 10 cmVenti lat ion void + roof drainage sys . 10 cm Vapour control layerEPS insulat ion 10 cmReinforced concrete wal l 40 cmF1Wooden f loor (oak) 2 cmAluminum frameAcoust ic insulat ion 12 cmVapour control layerReinforced conrete s lab 18 cmF2Dancing surface of oak wood 0 ,5 cmSemi-elast ic panels layer 2 cmMult i -cel ls polyurethane 2 ,5 cmConcrete B15 5 cmEPS insulat ion 6 cmVapour control layerConcrete s lab B10 15 cmStructural sand 40 cmF3Sett 7 cmSand 12 cmFi lter ing membraneDrainage 4 cmConcrete decl inated layer 10 cm Reinforced concrete s lab 20 cmR1Extensive greenroof layer 7 cmFi lter ing membraneDrainage 4 cmVapour control layerEPS insulat ion with decl inat ion 16 cm EPS insulat ion 5 cmVapour control layerReinforced concrete s lab 22 cm

25

1 St i f fening reinforced r ibs ; 2 Con-struct ion holes lowering dead weight of the abutment; 3 Prefabricated Re-inforced conrete abutment construc-t ion; 4 Concrete foundation f i l led with ground; 5 Fundamental concrete s lab; 6 Di latat ion; 7 Scene l i f t ing sys-tem spiral l i f t ND 6; 8 venti lat ion; 9 Scenic i l lumination; 10 acoust ic panel ; 11 Hanging l ights ETAP R8 90 mm; 12 Wal l l ights ETAP R8 90 mm; 13 Air condit ioning duct ; 14 Air con-dit ioning distr ibutor ;

15 Technical ladder ; 16 technical platform; 17 Steel handrai l 90 mm; 18 Di latat ion; 19 Venti lat ion duct ; 20 S l iding doors Schucko ADS 50; 21 Roof l ight with 26 mm thick insulat-ing glass unit with a 5 degree fa l l ; 22 Wal l l ights ETAP R8 90 mm; 23 S l id-ing doors Schucko ADS 50; 24 Con-crete drainage 25 Open air space for technical equipment and wastes ; 26 safety net ; 27 Stainless steel spout 28 Steel handrai l 90 mm; 29 Semi-trans-parent acoust ic curtain;

1 Sound system room; 2 Auditor i -um 3 Stage; 4 Backstage; 5 Lock-er rooms; 6 Foyer ; 7 Reception; 8 Storage rooms

Section 1-1 1 :500

Section 2-2 1 :500

23 x 16 x 32

10.6 %

144

144

144

144

144

144

144

144

5425

013

2

25,00°

15,18°

F2

6

6

8

8

11

11

3

11

R1

7

3

3

4

12

8

5

5

4a

4a

9

9

10

10

22

12

12

13

13

14

14

1

1

2

2

4b

4b

7a 7b

7a 7b

1018

F3

1

6

16

F1

23

26

25

159

21

2

W1

24

5

2017

W2 W3 W4

0 1 5 10 m

± 0.00

+ 3.30 + 3.18

± 0.00

+ 3.30 + 3.14

+ 3.82+ 3.82

+ 4.34

+ 4.86

+ 5.38

+ 5.90

+ 6.42

+ 6.94

+ 7.46

+ 7.98

+ 9.08

+ 3.82

+ 1.90

2-2

2-2

- 0.15± 0.00 - 0.15± 0.00 - 0.15

+ 8.70

+ 1.42

+ 17.23

+ 7.60

+ 8.70 + 8.70

+ 3.82 + 3.70 + 3.82 + 3.70

1314

19

+ 3.25+ 3.02

±0.00

+ 3.30

+ 8.70

+ 17.23

A B C D

A DB CF2 F4

R1

F3

20

29

28

DO3

DO2

DO1

27

W5

W4

0 1 5 10 m

1-1

1-1

+ 3.30

+ 8.70

+ 10.92

±0.00

First f loor 1 :500

21 x 16 x 363 x 17,5 x 32

21 x 16 x 36

23 x 16 x 32

7 x 17,5 x 32

3 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 32

3 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 323 x 17,5 x 32

D01

300

400

D02 90

210

D02 90

210

3

6

6

3

3

5

5

4a1

1

2

2

4b

4a 4b

7a 7b

7a 7b

D02 90

210

D02 90

210

D02 90

210

D03

395250

14

14

D03

395250

D03

250950

AB

CD

D03

180210

O1580

205

W5

D02

90210

D

O2250

390

O3250

307

O4

250

335

O4

250

335

D02

21090

D02

90210

D02

90210

D02

90210

W2

DYLATACJA

DYLATACJA

PORĘCZ STALOWA � 50 mm

PORĘCZ STALOWA � 50 mm

W3

0 1 5 10 m

+ 3.30+ 3.82+ 4.34+ 4.86+ 5.38+ 5.90+ 6.42+ 6.94+ 7.46+ 7.98 + 3.82+ 9.08

+ 3.30

± 0.00

+ 3.30

+ 3.82

+ 1.90

+ 3.82

+ 3.82

+ 3.30

± 0.00

2-2

2-2

± 0.00

± 0.00

8

9

11

10

13

E

F

1-1

1-1

12

+ 3.30

3.8 %

2.04

2.05

2.06 2.07

2.08 2.09

2.10

2.11

2.12

2.13

2.14

2.15

8

9

11

10

13

12

EF

2.02 2.032.01

+ 3.82

+ 3.82

+ 3.30

+ 3.30

+ 3.30

+ 3.30

13 %

1

23 4 5

6

78

26

Tie-beam

Massive cocrete walls antbalancing structure dead weight

Roof slab

St i f fening re inforced r ibs

Slabs

Prefabricated reinforced concrete abutement

Concrete fundat ion f i l led with ground

27

T h e m o s t c h a r a c t e r i s t i c p a r t o f t h e b u i l d i n g i s mon um e n t a l c o n s t r u c t i o n o f a n a u d i t o r i -um t h a t i s d om i n a t i n g i n a r e a a n d b e c om e m a i n p o i n t i n a r c h i t e c t u r a l e x p r e s s i o n o f t h e s c h o o l . I s a l s o t h e m o s t p r o b l em a t i c s t r u c t u r e i n h o l e c o n c e p t i o n . O v e r 1 6 m e t e r s t a l l a n d 2 2 m e t e r s l o n g m a s s i v e p i e c e o f c o n c r e t e a n d s t e e l i s s u p o r t e t b y s y s t em o f a b u t em e n t s a n d t i e -b e am s , s t i c k e d t o t h e g r o u n d b y h u g e c o n c r e t e w a l l s .

28

10 9 11 40

25 5 40

38 10 40

155532

40

48264

18 12 1

DO3

DO2

DO1123

45

6

7

8

9

10

11

12

13

1415

16

171819

29

1 Prefabricated concrete wal l top; 2 Top cl inch of con-crete facade; 3 P ipes c leaning s lot ; 4 Facade f ix ; 5 angle i ron; 6 Concrete panel ; 7 Monol ithic concrete facade; 8 Vapour control layer ; 9 EPS insulat ion; 10 Structural wal l ; 11 Roof water drainage; 12 Stainless steel spout ; 13 Fa-cade suporter ; 14 Dr ip groove; 15 Facade suporter rein-forcement schema; 16 S l iding doors Schucko ADS 50; 17 Heat ing duct ; 18 P iece of oak wood parquet ; 19 Concrete windowsi l l ;

30

a u t h o r s : Ł u k a s z P i t a , K a t a r z y n a P i ę t o w s k al o c a t i o n : K w i d z y n , P o l a n ds e m e s t e r : 0 7 . 2 0 1 0 c o m p e t i t i o n

S CU L P T U R E I N KW I D Z YN

S u b j e c t o f t h e c om p e t i t i o n w a s t h e p a r t n e r s h i p o f K w i d z y n a n d a c i t y o f B a r i n U k r a i n e . Kw i d z y n h a s o n e o f t h e b i g g e s t p a p e r i n d u s t r y i n P o l a n d . S o o u r i d e a w a s t h a t t h e s c u l p t u r e s h o u l d l o o k l i k e p i l e o f p a p e r t h a t i s b l o w e d b y t h e w i n d a n d w i t h t h e t y p i c a l U k r a i n i a n p a t t e r n s y m b o l i s e g o o d w i l l s e n d e d f r om Kw i d z y n t o B a r .

31

Kwidzyn

32

SZYMANY AIRPORT

33

a u t h o r s : Ł u k a s z P i t a , P i o t r P a c z k o w s k i , M a r t i n a M e l e g a r il o c a t i o n : S z y m a n y , P o l a n ds e m e s t e r : 0 3 . 2 0 1 3 c o m p e t i t i o n

Szymany

S z ym a n y i s s e t t e l e d i n v e r y n a t u r a l p a r t o f P o l a n d , f u l l o f l a k e s a n d f o r e s t s . N e w t e r m i n a l w i l l b e a c o n n e c t i o n w i t h t h e w o r l d f o r r e g i o n a n d g r e a t o p o r t u n i t y f o r d e v e l o p e .

M a i n a i m o f t h e p r o j e c t i s t o p r o v i d e s h e l -t e r f o r t r a v e l e r s i n v e r y n a t u r a l e n v i r o -m e n t . T h a t i s w h y f i r s t t h i n g t h a t w e h a d t o c o n s i d e r w a s t h a t v e r y s t r o n g c o n t e x t .

A i r p o r t h a s v e r y m i n i m a l i s t i c , t r a n s p a e n t a n d d e l i c a t e f o r m t h a t s e em s t o ‘ v a p o u r ’ i n t h e w a l l o f f s u r r o u n d i n g f o r e s t .

W e t r i e d t o c r e a t e b u l d i n g t h a t i s a s e n v i -r om e n t f r i e n d l y a s i s p o s s i b l e , u s i n g m a -t e r i a l s s u c h a s s i l k a b r i c k s , r e - u s e d b r i c k f r om o l d d e v a s t e t e d b u l d i n g a l l a r o u n d , w o o d e n s t r u c t u r e a n d p o l i c a r b o n a t e .

B u l d i n g i s f u l l o f l i g h t a n d h a s g o o d a i r q u a l i t y a n d c l i m a t c om f o r t t h a n k s t o p o l i -c a r b o n a t e f a c a d e .

34

141,

8 m

39,8 m

148 m

163

m

TAXI

BUS

KISS

& R

IDE

DO

30

MIN

UT

PARK

ING

PRZY

STA

NEK

KO

LEJO

WY

PARK

ING

AU

TOKA

RÓW

REZE

RWA

TER

ENO

WA

REZE

RWA

TER

ENO

WA

P!YT

A L

OTN

ISKA

- ET

AP

II

P!YT

A L

OTN

ISKA

PORT

LO

TNIC

ZY -

ETA

P II

PORT

LO

TNIC

ZY -

ETA

P I

WIA

TA H

AN

DLI

NG

OW

A

SZCZYTNO

DROGAKO!OWANIA

N

LAN

DSI

DE

AIR

SID

E

LAN

DSI

DE

AIR

SID

E

3 87

0

450 450 450 510 630 630 510 630 510 510 450 630 510 510 510 510 630 450 630 510 510 510 510 450 630 450 450

AA

X-r

ay

016 043 048

AIRSIDE

LANDSIDE

AIRSIDE

LANDSIDE

N

ścianka przesuwna

014BISTRO51 m2

020LINIELOTNICZE24 m2

018BAR46 m2

019SKLEP124 m2

005POCZEKALNIASCHENGEN159 m2

006POCZEKALNIANON-SCHENGEN148 m2

021CHECK-IN72 m2

003LOUNGE40 m2

004HALA ODLOTÓW123 m2

017SECURITY CHECK96 m2

007KONTROLAPASZPORTOWA41 m2

013POM.OPERACYJNE10 m2

012WC15 m2

015WC44 m2

SCHODY17 m2

008SORTOWNIA BAGA!U273 m2

026BAGA!UTRACONY20 m2

001HALA G"ÓWNA1 278 m2

011ODPRAWYPILOTÓW I VIP55 m2

002STREFAPILOTÓW I VIP118 m2

009HALA PRZYLOTÓW268 m2

010POCZEKALNIANON-SCHENGEN140 m2

022POM.OPERAC.UC19 m2

024POM.OPERAC.SG21 m2

023

KO

MU

NIK

AC

JA32

m2

025ZAPLECZE24 m2

027CARRENTAL13 m2

028INFORM.TURYST.13 m2

029UC9 m2

030

IZO

LATK

A11

m2

031KOMUNIKACJA47 m2

032SG7 m2

033WC44 m2

034SKLEP45 m2

035

KO

RYTA

RZ12

m2

036POM. ZATRZYMA#19 m2

037POM. SOCJALNE17 m2

039WC14 m2

040WC9 m2

038KIOSK29 m2 041

WC44 m2

042

KO

MU

NIK

AC

JA34

m2

KOMUNIKACJA43 m2

044KOT"OWNIA55 m2

045MAGAZYN OLEJU OPA"OWEGO100 m2

046WARSZTATKONSERWATORÓW38 m2

047MAGAZYNOGÓLNY68 m2

049TRAFOSTACJA60 m2

KOMUNIKACJA29 m2

050PRZY"$CZEWODY28 m2

051WIATA NASPRZ%T HANDLINGOWY637 m2

052PRZYSTANEK KOLEJOWY635 m2

AA

3 87

0

1 23

0

14 186

SOL POMIESZCZENIA OPERACYJNE STRAŻ GRANICZNA URZĄD CELNY DYREKCJA PORTU FUNKCJE UZUPEŁNIAJĄCE PERSONEL HANDLING STREFA TELETECHNICZNA STREFA WENTYLACYJNA STREFA ZASILANIA

103 106 112 119

122

134 141 143 147 150

AŻUROWA OKŁADZINA Z CEGŁY ROZBIÓRKOWEJ

N

107

POM

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UK

A!

17 m

2

102

BIU

ROSO

L24

m2

101

POM

. SO

CJA

LNE

SOL

25 m

2

104

SZA

TNIA

SOL

23 m

2

105

KO

NTR

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BRO

NI

11 m

2

108

BIU

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TRZY

MA!

24 m

2

110

POM

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m2

111

POM

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C15

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109

POM

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113

POM

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SG 18 m

2

114

BIU

ROSG 16

m2

115

SZA

TNIA

SG 24 m

2

116

POM

. SO

CJA

LNE

UC

21 m

2

117

BIU

ROU

C18

m2

118

SZA

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27 m

2

120

BIU

ROD

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RTU

21 m

2

121

Z-C

AD

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TORA

15 m

2

123

SEK

RETA

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T22

m2

124

POK

ÓJ

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Y29

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125

KSI"G

OW

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15 m

2

127SALKAKONFERENCYJNA29 m2

128

KA

PLIC

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UM

ENIC

ZNA

38 m

2

129

SAN

EPID

19 m

2

130

S%U&B

AFI

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131

P. M

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PIER

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135

MA

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2

136

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ON

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44 m

2

140

SZA

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PERS

ON

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43 m

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137

BU

FET

28 m

2

148

WEN

TYLA

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IA 1

110

m2

138

POM

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AN

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20 m

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139

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142

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HA

ND

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WC19 m2

KOMUNIKACJA39 m2

126KOMUNIKACJAOGÓLNA60 m2

KOMUNIKACJA18 m2

KOMUNIKACJA22 m2

KOMUNIKACJA23 m2

KOMUNIKACJA10 m2

145

KO

NTR

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45 m

2

144

SERW

ERO

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IA16

m2

146

SERW

ERY

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S31

m2

149

WEN

TYL.

275

m2

KOMUNIKACJA18 m2

KOMUNIKACJA31 m2

151

ROZD

ZIEL

NIA

ELEK

TRYC

ZNA

59 m

2

152

UPS

28 m

2

KOMUNIKACJA17 m2

HALL5 m2

ground f loor

f i rst f loor

35

CHECK-IN

SECURITY CHECK

PASSPORT

BOARDING

PASSPORT

LUGGAGECLAIM

ODLOTY PRZYLOTY

36

514

250

405

1 24

5

5028

0

A-A sect ion

37

PANEL POLIW!GLANOWY 9-KOMOROWYGR. 90 mm, NRO, U=0,8 W/M2K

OBRÓBKA BLACHARSKA

BELKA Z DREWNA KLEJONEGO 250 x 800 mm

RURA SPUSTOWA 120 mm W IZOLOWANEJ OBUDOWIE

KOTWA SS"CA

SZKLENIE STA#E PÓ#STRUKTURALNE

OPRAWA O$WIETLENIOWA WISZ"CA

RYNNA 40 x 12 cm

RAMA Z DREWNA KLEJONEGO

POSADZKA BETONOWA IMPREGNOWANA

GRZEJNIK KANA#OWY

P#YTY GRANITOWE

STOPA FUNDAMNETOWA

OBUDOWA ZE SKLEJKI IGLASTEJ

USZCZELKA EPDM

g l u e l a m i n a t e d t i m b e r f r a m ee p dm s e a lg u t t e 4 0 x 1 2s t e a l p l i c a r b o n a t e f r a m e

9 - c h am b e r p l i c a r b o n a t e 9 0 mmU= 0 , 8 W /m 2Kg l u e l a m i n a t e d t i m b e r b e amp l y w o o d

l i g h t i n g

g u t t e r 1 2 cm i n c o v e r

s u c t i o n a n c h o r

s em i - s t r u c t u r a l g l a z i n g

i m p r a g n a t e d c o n c r e t e f l o o rc a n a l h e a t i n gg r a n i t e s l a b sc o n c r e t e f o o t i n g

detai l

38

Drawing and graf ic analysis is important part of architectural design process . Here are some of drawings and paindtings that I made during my travels , art c lasses or just for fun.

S k e c h e s f r om t r a v e l s t h a t I ’ v e m a d e .

39

40

D r a w i n g s o f h um a n b o d y m a d e d u r i n g a r t c l a s s e s a n d i n h om e .

41

42

43