Architecture Portfolio Rasoul DARY by RasoulDaryanavard

R A S O U L

D A R Y A N A V A R D A r c h i t e c t u r a l

P o r t f o l i o

RASOUL DARYANAVARD

1990.09.19 - Shiraz;Iran rasouldaryanavard@gmail.com http://issuu.com/rasouldary Permanent Address: Hungary-1081 Budapest - Kiss Jozsef Street 15/3rd floor#19 Persian: English: Hungarian: Arabic/German:

mother tongue Advance Intermediate Basic

Objective: Architects design and implement complex plans as a prerequisite for construction projects. Once a design is passed, an architect is responsible for overseeing that the construction work is done appropriately. I also believe buildings are built to serve people it should not be other way!

Education

2009 – 2015 MSc. Arch. Eng.

TU Budapest - Hungary Instruction language : English

2008 – 2009 Diploma in mathemathics

Avicenna International college/Budapest Instruction language : English

2007 – 2008

Diploma in Mathemathics and physics Touba High school /Shiraz

Work Experience 2015 Architect at Zvi Hecker July–Dec Berlin-Germany/ Intern 2015 Architect at PAG (Pracownia Architektury Głowacki) March–June Wroclaw-Poland/ Intern 2013 Project Manager at Sepideh Daman Co. Summer Shiraz-Iran 2012 General Manager at Mirmohana Shipping Co. Summer (Family own company) Bushehr-Iran

Skills ArchiCAD 3dsmax InDesign AutoCAD ProJack Photoshop SketchUp Revit Illustrator Artlantis Rhino Model making

Things I Enjoy

Volley ball

Docum entary

travel

food

Couch surfing

Photo graphy

nat geo

Cooking

Reference Schrammel Zoltan – Senior Architect Teacher at BME (Public Building Design Department) Email: z.schrammel@gmail.com - Mobile: +3630 253 9113

PHD Takas Lajos – Senior Architect Teacher at BME (Building Constructions Department) Email: ltakacs@epsz.bme.hu

Tamasz Glowacki – founder of PAG architect Zvi Hecker – founder of Zvi Hecker architect Email: glowacki@paglowacki.pl Email: berlin@zvihecker.com Mobile: +48 501 344 543 - www.paglowacki.pl Phone: +49 30 275 82 670 - www.zvihecker.com

Zebegeny_1st Year@BME Villa Azzad

Concept: A Single family house, the 1st design project ever, like an any other student I was excited too, did not know which principle ot follow; should it be “ less is more “ or “ less is Bore “. finally none, and the house became a special one. it is arranged in a single floor with an attach covered parking which later became an strong aesthetic point of my design and played an important rule in the project.

Autor: Janos Bito

1stYear@BME Gellert Train Station Space Composition_Autor: Oliver Sales

When architecture meets nature. Continuing the tradition of Frank Lloyd Wright, I believe organic design dose not have to be boring. High end design and environmental responsibility are not mutually exclusive, after all, in the (near) future all buildings will be following organic design and hopefully green! I believe this to be inevitable. Organic architecture describes a way of thinking about design that transcends the common, everyday buildings around us. It is not a “style” but rather an approach to solving design problems, in architecture, a “style“ is a set of repeating elements.

WIX train station can be a good conceptual model of Compatibility of architecture and nature, the main idea came from the rocks, I tried to keep it as simple and as beautiful as nature itself.

Exploring Density

Team members : I-Nestoridou Alkminnie - Natalia Cuconescu â&#x20AC;&#x201C; Torbjorn Sletten Anastasia Aloupou- Legrand Nil - Alberto Velasco â&#x20AC;&#x201C; Liberty Marion

Budapest_2ndYear@BME Autor: Balint Kadar

Freehand Drawing

1st-4thYear@BME Autor:Gabor Nemes

Budapest_2ndYear@BME Textile Factory Autor: Aniko Simon

Concept: On 2nd year came the Industrial design right after a semester studying the theory behind Industrial halls and production zones. the function I choose is a Textile factory, my concept was to divide the hall to colorful units as the textile itself is; but due to technical and economical circumstances I had to simplify the design. As you see the final floor plan and the mass became more simply, economic and efficient exactly how Industrial halls needs to be.

Simplified

Spa Center

Piliscsaba_2ndYear@BME Autor:Ferenc Makovenyi

Physical Model

concept: The concept is coming from a rock which has been stranded. The site is in the deepest point of the village therefore the landscaping is designed somehow to transfer this feeling to the visitors. Long, wide, open and curvy staircase,leading people to a closed, dark and deep space; this contradiction is what I like to have in my works more and more ... And the concept behind the free interior arrangement is coming from set of Caught bubbles!

Ground Floor

Upper Floor

Concept

South Elevation

Mobile Library Budapest_2ndYear@BME Team members : I & Amir hossein Sirjani Design Week

Mobile Library: Idea is to create a Library which can be moved & replaced. We created an unit which have all requirment for a library such as siting area, coffee place and book shelves . each unit can be used individually or by means of adding them together there can be a mix-used space.

Teleki Market

Budapest_2ndYear@BME Design Week_ Autor:Zoltan Schrammel

We created a market that reflects a new community in the neighborhood which it is temporarily permanent with the same existing function, based on two main axis to have three different access to the surrounding. A market, that is inspiring to the urban surroundings, to the participants .It acts as a community, data exchange, art and inspiration.

Karloy Music School

The site is surrounded by small pitched roof houses , thatâ&#x20AC;&#x2122;s why the concept is to split the mass to few parts and below you see the resultant which gives a harmony between the new building parts and the housing blocks.

Budapest_3rdYear@BME Autor: Zoltan Schrammel

Physical Model

Concept: This Complex full fills a serious needs of ‘Fot’ which is a small town on Budapest’s suburb. KMC is a building which contains a performance rooms, library and classrooms. It’s a school to graduate music lovers from beginners to professionals. WALK IN: Design is so that you can walk through the building, its transparent and the length of the whole mass seems shorter than the founction behind it.

1 2 3 4

Classrooms- 4 Concrete roofSeperate Entrance-

there are 4 pair of concrete walls with founctions in between.

3 -Library

-Performance hall -Teachers room -Glass roof

LobbyBuffetClockroomPublic utilitiesGlass roof and artifitual pool on top-

2 1 -Staircase

-Outdoor Performance Stage -Entrance to the building

Physical Model

Development of Szilka Creek

The VIRUS project: Refurbishing an old industrial Zone to a new developed public area. Buildings can be separated to three parts : those in good state, empty spaces and buildings in not good condition which probably needs to be demolished. I focused on a long term process which affects in a larger Area in a period of 10 years.

INFECTION PROCESS:

PHASE I

The VIRUS will come from the city through the river and starts to colonizate. the vulnerable area, stablishing the first type of cells(sleeping cells) which in the future will start to make a work; as the same time the INFECTION goes forward.

PHASE II

They will appear cells type II: workshop places, which will be used for the cells type II to produce â&#x20AC;&#x153;nutritive substancesâ&#x20AC;? for the VIRUS (products) which will be transfered to the central old industrial area, mating it grow.

PHASE III

When the central area will recive the nutritive substances(products) it will start growing, selling and showing that products, which will make the people from different parts going here. then it will start expanding itself by the surrounding.

Budapest_3rdYear@BME Autor: Arpad Szabo

PHASE IV

Then they will grow the type IV cells: training, destinated to teach the knowlage about how to make the products, so students could learn to do it and cycle will continue. if it continues working, there will create speciality areas, at the way of medieval gremious of different handcrafters or producers, and there will be densifying.

Rakospalota Sport Complex

B 5.00

C 5.00

D 5.00

E 5.00

5.00

V 5.00

W 5.00

X 5.00

Y 5.00

Z 5.00

Z+ 5.00

h 140

Manager

90 210

90 90 210 210 vegetable pre.

chiller

90 210

75 210

meat prep.

ceramic90tile 24.00 m2 210

±0.00

Parquet 290.00 m2

90 210

200 320

±0.00

224 300

223 300

230 300

h0 h0

51 300

200 320

104 300

h 240 h0

148 300

hh240 0

188 380

188 320

182 320

200 320

Parquet 46.00 m2

SHOP

BAR-SNACKS resin 45.00 m2

200 320

70 210 70 210 70 210

110 210

ceramic tile 51.00 m2 ±0.00

Squash room

63.00 m2 TARKETT sport flooring

240

200 320

188 320

176 320

200 320

±0.00

120 210

±0.00

240

Squash room

63.00 m2 TARKETT sport flooring

90 210 90 90 TOILETS 210 210

±0.00

90 210

±0.00

resin 45.00 m2

±0.00

70 210 70 210 70 210 70 210 70 210 70 210

resin 45.00 m2

181 320

CLOAK ROOM SHOP

200 320

LOBBY Parquet 310.00 m2

318 300

200 140

360 240

100 240

370 240

100 240

370 240

100 240

370 240

168 380

200 320

380

±0.00

200 380 140

165 320

AIR.L

ceramic tile 36.00 m2200 ±0.00

natural stone 30.00m2

h 240

h0 h 240

200 140

open GARDEN

RECEPTION-INFO.

200 380

182 380

100 240

ENT

200 320

4 168 380

200 140

181 320

360 240

100 240

370 240

100 240

RESTURANT

TOILETS

white washing up

waiter's

bar

resin 45.00 m2

70 210

resin 45.00 m2

±0.00

black washing up

±0.00

resin 45.00 m2

±0.00

SHOP

±0.00

70 210

70 210 70 210

SHOP

±0.00

ceramic tile 145.00 m2

90 210

120 210

70 210

drink storage

KITCHEN

90 210

70 210

resin 45.00 m2

SHOP

70 210

BAR-SNACKS

90 210

70 210

changing room

h 140

waste

storage

±0.00

h 140 90 210

Storage

90 210

221 180

90 210

Garbage 210 Wrapping

90 210

120 210

193 180

235 320

resin 340.00 m2

235 180

235 320

INDOOR SKATE

90 210

235 320

±0.00 -1.00

200 320

CLUB ROOM Parquet 90.00 m2

±0.00

200 320

180 300

781 420

131 320

90 210

120 210

220 260

90 210

120 210

200 320

176 320

OFFICE Parquet 12.00 m2

120 210

SPORT EQUIPMENT STORAGE

200 320

OFFICE Parquet 14.00 m2

90 210

STORAGE Parquet 9.00 m2

90 210 ±0.00

natural stone 70.00m2

200 320

open GARDEN

±0.00

90 210

-1.00

781 420

Parquet 21.00 m2

120 210

±0.00

176 320

OFFICE

220 260

TARKETT sport flooring 1,978.80 m2

185 320

MULTI SPORT COURT

MEETING room Parquet resin 20.00 m2

200 320

COACH R.

Parquet 90 9.00 m2 210

WARMING UP

90 210

STORAGE

-1.00

Parquet 7.00 m2

781 420

120 210

Parquet 116.00 m2

SPORT EQUIPMENT STORAGE

120 210

SPORT EQUIPMENT STORAGE

120 210

ATHLETS ROOM TARKETT sport flooring ±0.00 160.00 m2

200 320

120 210

90 210

200 240

100 210 h 0

FIRST AID Parquet 7.00 m2

100 210

70 210

90 210

70 210

REC. Parquet 9.00 m2

70 210

90 210

100 210

Massage room

100 210

CHANGING ROOM 32 person resin 70.00 m2

100 210 Massage room

100 210

SEC.

90 210

11 168 380

7.00 m2

LOBBY

90 210 100 210

70 210

100 210

resin 64.00 m2

Massage room

CHANGING ROOM 40 person resin 64.00 m2

185 240

100 210 100 210

70 210

Parquet 33.00 m2

70 210 100 210

200 380

200

200 380

200 140

140 AIR.L

ceramic tile 12.50 m2 200 380

PARKING

ENT

asphalt

200 380

90 210

100 210

resin 64.00 m2

200 240

CHANGING ROOM 40 person

Massage room

100 210

70 210

100 210

200 240

75 210

90 210

-1.00

70 210

100 210

h 240

h0 boiler room

90 210

resin 95.00 m2

90 210

Transformer

185 240

200 240

100 210

resin 82.00 m2

resin 64.00 m2

CHANGING ROOM 32 person

100 210

90 210

MECHANICAL ROOM

CHANGING ROOM 40 person

185 320

90 210

100 210

SAUNA

90 210 low W

90 210

240

high W

Massage room

100 210

90 210

-1.00

90 210

70 210

200 320

100 210

h 240

100 210

70 210

100 210

90 210

200 240

Ground Floor

100 210

resin 64.00 m2

781 420

CHANGING ROOM 40 person

Massage room

100 210

70 210

100 210

200 240

100 210

120 210

Z+

A 2,5 4,0 10,0 20,0 0,5

4. Vegetation and soil

cm cm cm cm cm

30,0 cm 1 layer 3,0 cm 20,0 cm 1 layer 1 layer 3,0 - 11,0 cm 20,0 cm 10,0 cm

Synthetic fleece Drain sheet Ext. PS foam thermal insulation PVC membrane(ROOT PROTECTION ) Synthetic fleece Screed inclination layer RC slab Thermal insulation

5. Vegetation and soil

Synthetic fleece Drain sheet Ext. PS foam thermal insulation PVC membrane(ROOT PROTECTION ) Synthetic fleece Screed inclination layer RC slab Suspending ceiling

1,0 cm

6. Finish(X-treme xf for Linosport xf or Classic

30,0 cm 1 layer 3,0 cm 20,0 cm 1 layer 1 layer 3,0 - 11,0 cm 20,0 cm 40,0 cm

7. Artifisual Resin

Concrete PE foil technological layer Thermal insulation PVC waterproofing layer Synthetic fleece underlayer RC slab Screed Gravel Soil

Linofinish applied in situ for Linosport Classic)

Homogenous monolayer linoleum Jute backing Lumaflex Duo

2,0 cm 1 layer 1,8 cm 2.5 cm 20,0 cm

8. Plaster

1,0 cm 10,0 cm 1 layer 12,0 cm 1 layer 1 layer 12,0 cm 6,0 cm 20,0 cm

RC wall Synthetic fleece PVC waterproofing layer Expanded polysterene foam with drainage layer Synthetic fleece Soil

9. Stone panel cladding

0,5 cm 20,0 cm 1 layer 1 layer 10,0 cm 1 layer 20,0 cm

Ventilation gap Rockwool thermal insulation RC wall Plaster

3,0 4,0 10,0 20,0 0,5

10. Stone panel cladding

cm cm cm cm cm

3,0 cm Crushed stone 4,0 cm Synthetic fleece 1 layer Rockwool thermal insulation 10,0 cm PVC waterproofing layer 1 layer Synthetic fleece underlayer 1 layer RC wall 20,0 cm Plaster 0,5 cm

Rakospalota_4thYear@BME

(birch plywood - 18 mm thick - boards dimensions: 2430 x 295 mm)

Tarfoam RC slab

http://professionals.tarkett.com/node/2521

Lumaflex Duo Linosport flooring

+7.20

+7.40

2.00

+7.88

-5.62

5.00

4.70

5.00

4.70

5.00

4.70

5.00

4.70

5.00

4.70

5.00

4.70

5.00

4.70

5.00

2.90

3.55

15 20 50

STORAGE

+3,15

2.95 15

20 32

4.70

OFFICE

-0.15

-0,02

-0.35

-0.67

4.70

5.00

4.70

3.42 12

-3.77 -3.89

-4.17

-5.62

5.00

UNDERGROUND PARKING

-3.50

1.73

12 30

5.00

Âą0.00

1.45 28

-4.17

4.70

2.83

20 -3.77 -3.89

-1.33 2.83

-1.45

-3.50

DANCE HALL

+3.45

3.60

2.95 15

4 OPEN GARDEN

-1.13

-1.00

1.45 28

MULTI SPORT COURT

+3.65

2.90 7.65 -1.53

-1.87

14 40 13

-1.13

+3.80

+2.95

-0,02 -1.00

+8.10

+4.95

+2.95

+1.70

BUFFET

+3.65

9.51

+3.80

+3.45

4.70

+7.20 +6.70

+5.56

+7.40

+6.70

1,0 cm 1 layer 2,0 cm 1 layer 2,0 cm 40,0 cm 1,8 cm 5,0 cm 1 layer 2,5 cm 1 layer 1 layer 5,0 cm 20,0 cm 20,0 cm

+7.88

+8.75 +8.70

+8.55

+7.96

M +10.20

+10.20

RASOUL DARYANAVARD ___ SPRING 20I2

A +10.20

5 17 13 1.26 7

5,0-10,0 cm 1 layer 1 layer 10,0 cm

RAKOSPALOTA SPORT CENTER

Complex Studio _Autor:Zoltan Schrammel

4.70

5.00

4.70

5.00

4.70 2.58

30 2.42

5.00

SECTIO B SouthEast Section T

1:2

Plot

Divided to 10m wide ribs

Vertical divisions

Using Stair as a gathering

Concept: Obviously having a greater area with a huge function needs a different strategy than designing a small size public building. This complex is serving visitors, profession athletics and Amateurs. Concept is to divide the plot to 10m width ribs and place different rooms and functions under each ribs. The stair is a moment to choreograph an experience and play with the views that open up as the visitor moves up each step. Stairs can snake through a building to guide one along a path, they can be elevated to a piece of roof terrace in the case of Rakospalata sport center. Stairs can be multifunction too as you see at the other end of this complex which is attached to the football field.

SouthEast Elevation

Orlay Dormitory

On the bank of Bartok Bella street both sides are locked by block of houses and the only path where you can have a look throw these blocks are the streets ,thats totally normal in cities. but when I had a closer look to these blocks I found out that most of the houses are attached together with a common courtyard, but there was a single block of attached houses which was semi open due to any reason such as NON accessible, town regulation or lack of investors interest or even bombing during world wars!! This block is located between Orlay, Kemenes and Bartok Bela streets! here is the site I am chosing for designing a dormitory, why dorm? cause of lack of dorm for our school and its limitation and regulation in design procces!

Laisure garden - Walkable - Bences - Grass/Violet - flowers/Ment -Sand/Lavender

Aromatic garden - Walkable - Bences - mid size trees

Holm Oak H until 45m D= 6-8 m

Oak Tree H until 45m D= 6-8 m

Acacia H until 20m D= 6-8 m

Olive Tree H until 15m D= 16-20 m

Cork Tree H until 17m D= 6-8 m Poplar Tree H until 17m D= 6-8 m

Urban garden - Walkable - Bences - Gathering space - Stone cover - Tall trees

Almond Tree H until 10 D= 5-7 m Chestnut Tree H until 36m D= 6-8 m

Budapest_5thYear@BME

MSc.Diploma Poject_Autor:Gyula Gredics GRAY Zone (Concept) #2 Right now the plot is used as a parking space for Gellert hotel, In sequence of my Concept plan, all vehicles should be moved under ground and the most top floor will be used as a green public space! Therefore there will be 2 underground parking levels which can for 250 cars and of course open for public! natural ventilated by using trees and open floors.

Functionally Separated

Public Space Parking plots Excisting building turns to dormitory Excisting empty hall turns to sport hall

#1 One of the proposals is to open one of the housing blocks which is not build so long ago and has a key role in my Greater urban proposal. Bartok bela 3-7 is a social housing block standing on pair of pillars with a commercial ground floor which can be removed and opened to the future park behind it! Aim of my propose is to bring people inside and relief the huge dead area which is locked by huge blocks all around it!

#3 Other propose is to create a paved, green zone for public,vertical connections,playground, etc... Beside that it can be a nice gathering place for students having their common and individual activities (Sport or educational). There will be connections to Underground parking, trees, benches, green zones such as Aromatic, Leisure and Urban gardens.

Pedestarian - Walkable - Bences - Gathering space - Stone cover

Playground - Walkable - Bences - Games - Rest and relaxing - Gathering

Vertical connection - Walkable - lift - staircase

Paved zone - Walkable - Bences - Rest and relaxing - Gathering space

l o

Mul 310 m2 TARKETT Sport

Parking 8 m2 1.50 2.10

synthe

Staircase 17 m2

synthe 1.80 2.10

synthe

Commode

1.20 2.10

8 7

13 14

synthe

0.90 2.10

15 2

6 5

Chimeny + sha

0.90 2.10

Sport Facility Store 15 m2

1 2 3

1.00 2.10 0.90 2.10

1.50 2.10

Air Lock 4 m2 Corridorsynthe 13 m2 Resin coa synthe

Coffee M.

Drink M.

0.90 2.10

Elevator 6person

Coffee M.

Recep 8 m2 Parquet o

9 m2 synthe Resin coa

0.90 2.10

0.75 2.10

11 0.80 2.10

0.90 2.10

Corridor 2 m2 synthe Resin coa

1.50 2.10

1.00 2.10

Kitchen 27 m2 synthe

0.90 2.10

5 Elevator 6person

0.90 2.10

Chimeny

1.50 2.10

Staircase 20 m2

Male Wc Block 10 m2 Switch Room Ceramic Tile 5 m2 synthe coa

Storage 8 m2

0.90 2.10

synthe

Wash 7 m2 Ceramic Tile

17 16

0.80 2.10

0.90 2.10

synthe

Wash 3.5 m2

Garbage 7.5 m2 Ceramic Tile

0.90 2.10

Mirror

Sta

Air inlet unit

0.90 2.10

Vege prepara

Chimeny + sha

Mechanical Room 50 m2

0.90 2.10

Male Wc Block 8 m2 Ceramic Tile

0.75 2.10

Female Wc Block 6 m2 Ceramic Tile

A Air inlet unit

1.20 2.10

11 10 1.50 2.10

Mail boxes

5 4

Meat prepara

1.50 2.10

Courtyard 50 m2 Ceramin Tile

synthe

GYM 115 m2 Parquet

Boiler room 8 m2

Corridor 13 m2

O 3 m2 synthe coa

0.75 2.10

8 7

Corridor 3 m2 synthe

Entrance Hall 8 m2 synthe

Garbage 2 m2 Ceramic Tile

0.90 2.10

Hydraulic Li 3 m2 to basement storage

0.90 2.10

Female Wc Block 9 m2 Ceramic Tile

Air Lock 8 m2 synthe

1.50 2.10

Air Lock 6 m2 Parquet o

Yellow synthe

synthe

0.75 2.10

Lobby 65 m2 Parquet o

Drink M.

Coffee M.

bicycle parking racks 88 locker/230 m2 synthe

0.75 2.10

Sauna 65o 7 m2 Timber

Canteen 120 m2

0.75 2.10

0.90 2.10

0.75 2.10

0.90 2.10

Sauna 50o 6 m2 Timber

Food Court 13 m2 synthe coa

Mail boxes

0.90 2.10 0.90 2.10

0.90 2.10

1.00 2.10

1.20 2.10

0.90 2.10

synthe

Female Changing Room 32lockers 18 m2 synthe

Male Changing Room 32lockers 18 m2 synthe

Sauna,Jacuzzi 50 m2 Ceramic Tile

0.90 2.10

Locker-Sit

Corridor 8 m2

0.90 2.10

synthe

-1 1

GSPublisherEngine 0.2.100.100

synthe

Fridge

synthe

6 12

11 12

Double Room 20 m2 Parquet o

Kitchen 22 m2 synthe

14 15 16

16 1

Bathroom 3 m2 Ceramic Tile Bathroom 3 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

Bathroom 4 m2 Ceramic Tile

Bathroom 3 m2 Ceramic Tile

0.9 0 2.1 0

0.75 2.10

0.90 2.10

1.45 2.10

0.90 2.10

Elevator 6person

0.90 2.10

Elevator 6person

Commode

Bathroom 3 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

Double Room 20 m2 Parquet o

0.90 2.10

0.75 2.10

Gathering Room 39 m2 Parquet o

0.75 2.10

Bathroom 3 m2 Ceramic Tile

Single Room 20 m2 Parquet o

0.90 2.10

0.75 2.10

1.20 2.40

synthe

0.90 2.10

Bathroom 3 m2 Ceramic Tile

Corridor 40 m2

1.20 2.40

Corridor 40 m2 synthe

0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.75 2.10

0.90 2.10

Bathroom 3 m2 Ceramic Tile

Single Room 20 m2 Parquet o

0.75 2.10

Single Room 20 m2 Parquet o

3 15

Single Room 20 m2 Parquet o

Double Room 20 m2 Parquet o

3 2

Kitchen 22 m2 synthe

4 Double Room 20 m2 Parquet o

Single Room 20 m2 Parquet o

6 5

A Double Room 20 m2 Parquet o

1.80 1.50

Staircase 17 m2

1.80 1.50

Staircase 17 m2

1.80 1.50

Timber Shading 0

0.75 2.10

Bathroom 3 m2 Ceramic Tile

Single Room 20 m2 Parquet o

terrace on 2nd o 9 m2 Concrete panel o

1.80 1.50

Timber

Paraper wall 0

+1 2

160

Staircase 17 m2 synthe

Fridge

synthe

9 9

GSPublisherEngine 0.2.100.100

160

2.20 0.90

160

2.38 0.90

2.20 0.90

1.80 1.50

Staircase 17 m2

1.80 1.50

Shading umbrella

8 10

11 Kitchen 22 m2

6 12 5

synthe

13 4 14 3 15

synthe

Single Room 20 m2 Parquet o

6 5 4

Single Room 20 m2 Parquet o

3 15

Kitchen 22 m2

Single Room 20 m2 Parquet o

2 16

Benches Bathroom 3 m2 Ceramic Tile

Bathroom 4 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.9 0 2.1 0

0.75 2.10

Elevator 6person

0.90 2.10

1.20 2.10

0.90 2.10

Elevator 6person

Concrete panel

Commode 0

Corridor 40 m2

1.20 2.40

0.90 2.10

terrace on 6th o 9 m2 Concrete panel o

1.20 2.40

synthe 0.90 2.10

Timber boards

Bathroom 3 m2 Ceramic Tile

Cancrete sepera Paraper wall of Roof

0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.75 2.10

Bathroom 3 m2 Ceramic Tile

Single Room 20 m2 Parquet o

0.75 2.10

Bathroom 3 m2 Ceramic Tile

terrace on 6th o 9 m2 Concrete panel o

Timber

Single Room 20 m2 Parquet o

terrace on 6th o 9 m2 Concrete panel o

Bathroom 3 m2 Ceramic Tile

Timber

Single Room 20 m2 Parquet o

B Paraper wall of 6th

Paraper wall of 6th

o Shading umbrella Benches terrace on 5th o 9 m2 Concrete panel o

terrace on 5th o 9 m2 Concrete panel o

1.80 1.50

Roof Parapet wall

1.80 1.50

Timber

Handrail

Timber

Paraper wall of 5th Paraper wall of 5th

o 0

Roof

+9.00

Security

1st Phase: Removal of topsoil 2nd Phase: Excava

3 levels

1: to level ; 2nd:to

level

level ; 3rd: to

3rd Phase: Concrete works in founda 4th Phase: Construc -situ pillars 5th Plase: Construc l This phase is done at the end, a of all 3 dormitory blocks! (posi is on the neighbouring plot which is a outdoor bar

R = 0.50

25 m

5th Phase 6.61

Doka KS XLIFE formwork of RC pillar 0.3

0.3

8.44 0.50

4th Phase

line of Seperate funda

basement concrete wall 25 cm thick

6.99

Doka KS XLIFE formwork of RC pillar

0.50

Concrete mixer 6.97

Doka KS XLIFE formwork of Shear walls

PAR KIN G

6.75

5.00

Fence (All around the site)

Doka KS XLIFE formwork of Shear walls

0.50

7.20

Concrete mixer

6.50

Scorpio 5RZ50 mobile concrete pump

= 25

Living

7.17

Scorpio 5RZ50 mobile concrete pump

Doka KS XLIFE formwork of parking Wall

Balustrade around the diged site

3rd Phase Tie-Back Anchor

Pad fonda

2nd Phase

R = 25 m PAR KIN G

68.24

Balustrade

1.00

3.70

excavator

(around the diged site)

Rest

toile t dre ssin g o

B truck

sheet piling around the basement

+7.50

sheet piling around the basement

Water pipes and electric cables led 0.51.0 m high at the back of the containers.

future posi (for upper construc founda

work

Perimeter of the future sport hall

Legends Lightning Crane Axis Sepera Water Pipe Sewage Pipes Electricity Gas Pipe Reinforcement Balustrade

) p line of Seperate funda

truck 2.90

25.41

5.0

1.0

around the diged site

22.50

1.0

2.22

excavator

Perimeter of the exic building(pitched roof should be removed)

single room concept

Balustrade around the diged site

Fence

+7.50

(All around the site)

Water meter

Security

Transformer

35.00

0.42 0.51

+22.7

2.60

0.42 0.51

2.60

Tower Crane 35m radius

GSPublisherEngine 0.0.100.100

0.40

+19.60

2.60

Green Roof

0.40

+16.60

2.93

+14.40

2.93

+15.50

0.40

+13.30

2.60

Excis building

2.60

5.60

0.40

+10.30

2.63

2.93

0.70

0.40

+7.30

Container

0.40 3.60

mobile concrete pump

3.60

0.40

+4.0

Fence

Mixer -0.05

2.30

2.60

0.70

0.40

-0.1

Construction Management Site plan and Section

0.32 2.68 -6.0

0.20 0.15 0.22

2.68

0.32

-3.0

GSPublisherEngine 0.0.100.100

22.51

stor age

Building line of the basement 1.00

Diploma Project

+26,83 83

+26,83

Plint,Parapet wall detaling with diffeent claddings, Curtail walls, Window, Foundation. (having min. 12 details/detialed structural floor plans and sections for Diploma project is required).

+25,79

+24,74

+24,74 2,80

+24,74

+23,48 37

+23,20

+23,02

+22,83

+20,89

2,83

KAWNEER curtain wall system

+19,40

+19,63

cement based cover

KAWNEER curtain wall system

2,83

2,60

155

4 10cm extruded polistyren foam connected with glue

3,20

2,40

66 +16,13

+18,11

19 cm RC landing

+16,80

+16,78

25 cm RC loadbearing slab

+15,83

mber

+18,40

2,40

+20,00

9 +17,62

R10

4,43

8 R10

+16,43

50/65 RC loadbearing beam

2,83

2,48

2,83

+15,20

3,20

Soil

2,40

+12,63

1,00

2,19

+8,80 80

2,83

9,35

25 cm RC loadbearing slab

3,20

+6,83

50/65 RC loadbearing beam

+6,23

2,83

2,83 1,00

9,35 +4,00 37

+3,83

1,00

1,69 3,60

2,25

R13

25 +5,31

50/100 RC loadbearing column

-0,89

+5,60 wooden shaders

Extruded thermal insulaon Austrotherm XPS

2,40

IVANKA ﬁne-cas ng concrete panel

R6 37

+7,20

gap ﬁlled with 1cm EPS

+8,51

wooden shaders

2 layers bitumenous waterprooﬁng base concrete

30/40 RC loadbearing beam

1,00 2,83

2,25

25 25

+10,03 25/60 RC loadbearing beam

2,40

R9 +9,43

Extruded thermal insulaon Austrotherm XPS foam

3,20

+10,40

+11,71

2,83

+12,00

+10,23

+7,03

-0,02

Gravel

+13,23

IVANKA ﬁne-cas ng concrete panel

R12

metal handrail

+13,60

+13,43

insect net

+14,91

+3,63

gypsum board ceiling

3 -0,02

3,83

±0,00

R12 resin

RC wall

-6,67

-6,67 PVC waterprooﬁng layer

-0,37

20 67 60

-7,47

-7,47 -7,85

1,66

RC strip foundaon Compacted soil

-6,67

-7,02

30 cm RC loadbearing wall

-6,67

Extruded thermal insulaon Austrotherm XPS foam

Gravel

2,83

2,80

-7,02

30 cm RC loadbearing slab

R.c screed

-3,84

-3,50

3,17

-3,87

25 -3,50

2,55

3,13

2,85

25 cm RC loadbearing slab

R3 R4

-0,95

-0,66

cement based bitumen glue

-0,02

50/100 RC loadbearing column

+1,72

KAWNEER curtain wall system

3,63

IVANKA ﬁne-cas ng concrete panel

+3,08

Detailed Section R1- underground ﬂoor Synthec resin Self leveling mass Concrete screed PE foil technological layer

R2- underground wall 0,5cm 0,5 cm 8 cm 2 layer

Paint RC Wall Bituminous paint (grounding) Bituminous sheet

30 cm 1 layer

R3- undergroundd wall of parking

R4-

Paint RC Wall 30 cm PVC waterprooﬁng layer Extruded PS thermal insulaon with glue 10 cm

Ce Glu Sel Con

65 65

25 25 +7,20

15 15

+24,87 0,7 mm tanium zinc wall fastening with 5% inclina on

8 wooden handrail

+24,24

wooden handrail

impregnated mber board to the wall ﬂashing with a thickness of 24 mm

0,7 mm tanium zinc wall fastening with 5% inclina on

55 12

+24,74

impregnated mber board to the wall ﬂashing with a thickness of 24 mm EPDM foil

25 25

steel handrail

horisontal mullion of curtain wall

galvanized grid against insect

+6,83

stainless steel T proﬁl vercal frame

Extruded thermal insulaon Austrotherm XPS foam

stainless steel T proﬁl stainless steel horisontal rail

R11

Extruded thermal insulaon Austrotherm XPS foam

20 20

Stone ﬂooring Crushed stone

steel L shape proﬁle

175

Extruded thermal insulaon Austrotherm XPS foam

stainless steel horisontal rail ﬁxa on of thermalinsulaon

aluminium door

Thick bitumen waterprooﬁng

steel rail

base concrete

+6,21

gap ﬁlled with 1cm EPS

+6,22 concrete panel

mber shader

Soil

305

insect net

105

stainless steel L proﬁl

Gravel

+19,40

RC slab

+5,00

Extruded thermal insulaon Austrotherm XPS foam

+19,22

Thick bitumen waterprooﬁng

205

glass baluster with steel frame

EPDM

steel handrail

+23,18

horisontal mullion of curtain wall

base concrete gap ﬁlled with 1cm EPS

horisontal mullion of curtain wall

25 cm RC loadbearing slab

gap ﬁlled with 1cm EPS

base concrete

aluminium door

+16,43

+16,38

8 mm drain sheet

RC wall

25 25

mber shader

+16,13

8 05 05

-6,87 drain pipe

PE foil 1 layer

+16,80

XPS

19 cm RC landing

-7,09

stainless steel rail

Sound insulaon Rockwool Steprock ND

RC strip foundaon

silicon

ﬁxa on of thermalinsulaon

stainless steel L shape element

-7,02

25 35

+3,63 15

+3,23

R5- parquee ﬂoor 0,5 cm 0,5 cm 0,5 cm 5,5 cm

Parquet PE foam Self leveling mass Concrete screed

-7,52

R6- resin ﬂoor 0,5 cm 0,3 cm 0,5 cm 6 cm

Synthec resin Self leveling mass Concrete screed PE foil technological layer

R7- underground parking ﬂoor 0,5cm 0,5 cm 6 cm 1 layer

Synthec resin Self leveling mass Concrete screed RC slab

R8- terrace 0,5cm 0,5 cm 8 cm 15 cm

Stone les Crushed stone Geotex drain sheet

30/40loadbearing beam

35 +3,08

- ceramic ﬂoor

+16,43 -7,47

R9- Conrete facade cladding 3cm 5-10 cm 1 layer 2 cm

Loadbearing Slab

stainless steel horisontal rail

305 30

resin

concrete cladding

30 295

12 12 insect net

resin

-6,67

XPS foam

Loadbearing RC slab

cement based bitumen glue

R13

+4,00

liquid bitumen

extruded PS foam

gravel

concrete panel

25 25

115 175 40

Thermalinsulaon Austrotherm XPS 30 Thick bitumen waterprooﬁng

XPS foam

+16,80

12 25

Crushed stone

1,00

+16,78

Stone ﬂooring

ramicles ue lf leveling mass ncrete screed

+20,03

+24,02

+6,39

concrete cladding

195

glass cladding

85 10

15 cm RC a ck wall

IVANKAﬁne casng concrete panel

175

glass ﬁber mesh

stainless steel L shape element

50/150mm galvanized steel strip with a thickness of 1,5 mm fastening to the thermal insulaon boards

ﬁxa on of thermalinsulaon

Paint RC beam Rockwool thermal insulaon mechanical ﬁxing

R10- Timber facade cladding 25 cm 15 cm

Paint RC beam Rockwool thermal insulaon mechanical ﬁxing

R11- Green Roof 25 cm 15 cm

Vegetaon and soil Synthec ﬂeece Gravel Drain sheet

R12- Green Roof top of parking 30 cm 1 layer 10 cm 2 cm

Vegetaon and soil Synthec ﬂeece Gravel Austrotherm XPS 30

30 cm 1 layer 10 cm 6 cm

Education Pavillion Concept: A key element of the ideological assumptions and the proposed concept is to respect the natural and landscape character. The mass is recognized by an organic shape inspiring from bird nest and use of sustainable faรงade material such as wood which will be continued outside the pavillion as well for landscaping for example pavement of the education path, benches and house of Animals.

GF Plan

Elevation

Warsaw-2015 _ Intern@PAG Competition

galwanizowana obróbka blacharska siatka

EPDM

85 1

155

205

155

205

375

polistyren ekstrudowany

żwir

mocowanie podwieszonego suﬁtu

wełna mineralna 10cm

Sections

szkło termiczne żaluzje

szkło termiczne uszczelka silikonowa

gałęzie na siatce 20cm

4 1 7 15

podkonstrukcja ze stalowych proﬁli

kotwy mocujące 155

4 05 11

stalowe mocowanie fasady

2 drewniane panele

płyta wiórowa

1 8

stalowe mocowanie

siatka przeciwko owadom

Double facade: The facade contain of 2 layers (double facade) ,1st one is the glaized surface and 2nd one is the nest which gives the organic look to the pavilion; there is 60 cm space between them to be used for maintainings.

wypełnienie polistyrenem ekstrudowanym 1cm

http://www.paglowacki.pl/index.php?/konkursy/pawilon-edukacyjny-w-warszawie/

War Memorial

http://www.paglowacki.pl/index.php?/konkursy/izba-pamieci-przy-cmentarzu-wolskim/

Site plan and Section

Always Designing Memorial buildings specially war memorial in this case with over 1oo,ooo dead or lost person requires high understanding of their history and situation.

3 2

1.The main entrance to the cemetery. 2.View to the monument. 3. designed path through the extended lake, view to the memorial pavillion and the monument in same time. 4. monument.

Warsaw-2015 _ Intern@PAG Competition

Concept: We liked it hidden, massive, bight but dark and finally Simple ;as simple as Walls. The concept is to use the landscape and hide a pavilion under a ramp(which was required for handicap people) and create a path by using of 100 memorial wall, there are unknown people but once when we figure out all names hopefully they will be placed on each of these walls. Walls are getting lost in the environment and slowly the buried in the lake which is again designed and been extended from the original lake there. At the opposite side of memorial same walls but less and shorter will be placed in order to give visitor same feeling and let them walk in same environment.

TVP

Compact Form Continuing street frontage creating a dominant direction of building

Walls of the Street They underline the dynamic solids panoramic restaurant and studies-view from the east

Welcome Zone Emphasized functions(resturant and panoramic view) shifted to the front

Ephemeral Character of media is emphasized by open work facade made of steel panels

Warsaw-2015 _ Intern@PAG Competition

Lausanne University Library Extension

Concept: Since Alexandria books are collected to illuminate the human mind. Libraries are the depository of wisdom and intelligence, now open to all. The design intends to create an atmosphere and environment conducive to the understanding and assimilation of knowledge on all its various levels of interest. The design follow the structural geometry of the existing building to create a variation of spaces for different functions, reading rooms, openshelf spaces, storage, etc.

Lausanne2015_Intern@ZviHecker Competition

Physical Model

Relation with the existing building The tectonic rule which generated the Unitheque design by Cocchi is based on two grids, one composed by radial axis and one by concentric arches (radial axis are intersecting concentric arches). It seemed natural to extend this existing structural rule in order to guide and support the evolution of the extension. Consequently, the supporting walls typical of the lower levels and punctual vertical supports for the upper floors are organized according to the inherited geometry.

Relation with the natural environment The location of the library is unique for its natural environment. The green of the wood surrounding the area and the beautiful view toward the lake on the south side are unique amenities that should be preserved and at the same time enjoyed by the visitors of the Unitheque. The new construction occupies a relative small amount of the assigned building plot. We took advantage of the possibility to use large underground surfaces for the storage, in order to increase density of the building, and so reduce its foot-print. The stairs-a-like rising profile of a building, with terraces and set-backs, mimics the ascending line of the natural slop of the terrain. The new volumes lay gently and naturally on the hill side. A visual connection toward the natural environment is constantly established from the inside the reading area.

University Campus

Concept: The new building for the Department of Mechanical Engineering and Energy Technology consists of two separate buildings, which combine like a bow on the upper floors with a two-storey bridge. Recesses on the upper levels support this connection and open up the building towards the new campus space. By differentiating in the materiality and the game with unity and transparency a prominent university block is created, respecting the smallness of the master plan and enters through the differentiation of the heights in the two parts of the building as well as positioning of the common areas in a lively dialogue with the new campus space. The students of the department spend an intense time at the college to their vocational qualification to obtain. This learning process should take place in an atmosphere which is characterized by team spirit and cooperation. Learning takes place not only in the designated laboratories and seminar rooms. A safe just as important, the communication space where students meet each other directly. The architecture of the Department of Communication and highlights these informal workrooms forth as special parts of the building. They are the heart of the school - a place where everyone meets to meet people directly.

Giessen,Germany2015_Intern@ZviHecker competition-2nd stage

Technical Background Since BME university has more focused on technical part of Architecture beside the design ;I had chance to get deep knowledge of Building construction, Construction management as well as Strong Structural background. due to various number of projects I will list the major topics and subjects I have practiced in. an Exam is taken at the end of each course and a project should be hand in for each one individually.

Construction Management:

Building Constructions:

Basics of construction

Traditional Wall and Floor Constructions Walls - Slabs - Floors ( new, traditional)

http://www.ekt.bme.hu/CArchSubj_en.shtml

Technical preparation and controlling of the construction. Contracting process. Conditions of the start up and the finishing of the construction work. Handover process. Quality controlling in the construction. Health and safety requirements. The right order of the construction works. Site planning of the construction.

Participants of the construction Start-up of the construction project-architectural competition Public procurement: Example of contract notice PM in construction industry / Scheduling networks in detail - practice Post Occupancy Evaluation

http://www.epszerk.bme.hu/index.php?id=C06

Building Project Management

Construction cost Cost estimates Time value of money Building life cycle cost

http://www.szt.bme.hu/index.php/en/downloads

Statics Strength 1

Calculation of (Tension, Compression, Shear, Buckling, Bending, torsion, ...)

Method Symmetrical structures, thermal influences Bracing systems

Strentgh 2 Energy / Work / Displacement

Doors - Windows - Shading systems Elevation claddings (heavy, light and special claddings)

waterproofing systems Floor Coverings - Suspended ceilings Dry wall systems - Chimney - Ventilations Acoustic features of floors and floor coverings

Walling systems - RC on site cast Foundation subsystem - Fire protection RC prefabricated multi-storey skeleton frame systems Curtain walls - Doors & windows built into the envelope Roof structures of industrialized constructions

Prefabricated Stell and RC Industrial halls Industrial and special floor structures Heat insulation & vapour technique design issues Fire protection design issues - Building energy calculation Block & large panel building systems

Hall Buildings

Construction Law Building Economics

Stractures :

Skeleton Frame Constructions

Controlling of construction technology

Traditional purlin type roofs, joints, details Up to date carpentry. Timber trusses, girders Roof Covering - Attic extension Design of foundations (Shallow and deep) Waterproofings in the soil

Flat Roofs and internal formative structures Flatroofs - Greenfoors - Teracces

WBS Construction of steel structures Construction of monolithic reinforced concrete structures Construction of prefabricated reinforced concrete structures Masonry, bricklaying / Facades Technologies of pitched roofs Assembled partitions and suspended ceilings Concrete screeds, interior flooring and wall coverings Regulations concerning to the construction Building permission/building consent Quality in construcion, Fire protection Dry construction systems The work of the quality surveyor Health and safety during building construction Controlling activities in Construction Projects

Doors and Windows and Elevation Claddings

Planning of construction technology

Ramps and Stairs

Pitched Roofs and Foundations

Design of loadbearing structures

Design of steel beams - columnes Design of Timber beams - columnes Design of RC beams - columnes - slab

Large span beams Cable / Tent / Shell structures Tall Buildings Earthquake design Spatial trusses

Special loadbearing structures

Design of reinforced concrete structures

3rdYear@BME Internal Coverings

Autor:Zsuzsuna Fulup

Task: To design the Interior floor covering, cladding and suspended ceiling of an excicting project.

chock

woodplate (1.25 cms)

chock ceiling hanger 5/2.5 holdingstave

swivel

UW 30/30 perimeter molding along the wall separating band 6/40 plastic wall-plug masonry mortar

UW 30/30 perimeter molding along the wall separating band 6/40 plastic wall-plug

L profile swivel fixing against coming down

max. 15 cm

0,20

woodplate (1.25 cms)

0,10

ceiling hanger 5/2.5 holdingstave

0,10

ceiling hanger 5/2.5 holdingstave

reinforced gap woodplate (1.25 cms)

cross tee 0,02

0,38

2.5/5 main runner

0,02

818

D.07 Suspending ceiling join with load bearing wall

818

1,100 2,100

0,900 2,100

Suspended ceiling joint with load bearing wall

0,02

adjustable wire

Suspended ceiling level skiping

L 25/25 alumĂnium protection strip UW 30/30 perimeter molding

D.09 Suspending ceiling level skiping

D.08 Suspending ceiling join with load bearing wall

120

0,900 2,100

0,38

10 1185

1 248

0,750 2,100

1,100 2,100

115

10 cms prefabricated PVC base flag along the structure sewer pipe DM 110

D.08

110 1,100 2,100

38 120 40

310

0,13

0,06

0,69

0,06

0,69

0,06

0,69

0,06

0,69

0,06

0,69

0,06

0,29

0,03 0,44

0,33 0,44

0,44

150

0,03

0,97

0,72

0,97

0,03

0,19 0,03 0,44

0,44

468

0,25

435 8Ă&#x2014; 30.0= 2.40

0,33

140

671 158

0,72

140

830

0,97

0,03

5,50

210

0,72

0,97

0,03

5/2.5 holdingstave

150

0,72

0,06

0,03

2.5/5 main runner

120

0,72

UW 30/30 perimeter molding along the wall fixed with wall-plug 0,06 0,69 0,06 0,69 ceiling hanger

0,75

0,03

D.09

1,00

0,44 0,15

g ilin ce

0,69

adjustable wire

0,75

15 cms base flagstone along the wall

0,06

0,57

+3.00

15 cms base flagstone along the wall 38 170

d de en sp .60 su +5 of

0,69

3,50

1,00

stone 38,00 m2

0,06

1,50

STAIRCASE structure dilatation

+1.50

of su sp +5 en 1,50 .4 de 0 d ce ili ng

DM110 hole in ceiling for placing spotlight

0,75

stone 1,90 m2

0,22

1,00

0,75

D.01

0,63

le ve l 0,54

domstic boiler with double-wall chimney hot water storage tank

LANDING

el lev

0,38

0,25

air

0,18

15 cms base flagstone along the wall

0,38

0,750 2,100

0,38

lino 1,32 m2

0,38

LOUNDRY

15/15 cms ceramic tiles around the bath

1,100 2,100

washing machine cold water pipe laid in concrete floor

0,98

240

ceramic tiles 14,41 m2

hot and cold water pipe layed in instrument panel

lino 4,58 m2

D.02

0,32

KITCHEN

0,750 2,100

BATHROOM

0,38

lino 1,44 m2

D.07

TOILET

hot and cold water pipe layed in instrument panel

44 cross tee

0,17

0,75

0,44 0,44

skirting board fixed with glue expansion gap

L.02 layer order of slab

L.02 layer order of slab - ceramic tiles - adhesive and floor screeding - screed (5.5 cms) - vapour barrier (1 layer) - footstep sound insulation board (2 cms) - top concrete (4 cms) - brick ceilings slabstructure (21 cms) - inner plaster (1.5 cms)

door panel (wood) hardwood treshold with brass edge protection silicone jointer and joint filler

L.02 layer order of slab

- cork - adhesive and adhesive bridge material - floor screeding (0.5-1 cms) - screed (5.5 cms) - vapour barrier (1 layer) - footstep sound insulation board (2 cms) - top concrete (4 cms) - brick ceilings slabstructure (21 cms) - inner plaster (1.5 cms)

wedge

- lino - adhesive and floor screeding (0.5-1 cms) - screed (5.5 cms) - vapour barrier (1 layer) - footstep sound insulation board (2 cms) silicone jointer - top concrete (4 cms) - brick ceilings slabstructure (21 cms) - inner plaster (1.5 cms)

- ceramic tiles - adhesive and floor screeding - screed (5.5 cms) - vapour barrier (1 layer) - footstep sound insulation board (2 cms) - top concrete (4 cms) - brick ceilings slabstructure (21 cms) clip top transitions - inner plaster (1.5 cms)

05 5 05 5 2 5 1

Transitions

- inner plaster (1.5 cms) - clay blocks wallstructure (38 cms) - inner plaster (1.5 cms)

L.02 layer order of load bearring wall

- inner plaster (1.5 cms) - clay blocks wallstructure (38 cms) - waterproofed inner plaster (1.5 cms)

23 15

0,35

0,44

0,75

4,07 8,18

Threshold

L.02 layer order of slab

05 5 05 5 2 5 1

05 05 2 45 25

3 15 2

0,75

295

0,75

4,11

05 25 05

165

L.02 layer order of slab

edge expansion gap bearing insulation

silicone jointer and joint filler

0,75

Suspended ceiling plan

- stone covering (3 cms) - ceramic tiles - adhesive and floor screeding - adhesive and floor screeding - screed (4.5 cms) - screed (5.5 cms) - vapour barrier (1 layer) - vapour barrier (1 layer) - footstep sound insulation board (2 cms)- footstep sound insulation board (2 cms) - top concrete (4 cms) - brick ceilings slabstructure (21 cms) - top concrete (4 cms) - brick ceilings slabstructure (21 cms) - inner plaster (1.5 cms) - inner plaster (1.5 cms)

0,75

05 5 2 5

L.02 layer order of slab

0,75

0,44

load bearing wall; bathroom/ L.02 layer order of load bearring wall

Stair and Floor slab joint

15 cms base flagstone along the wall

floor covering plan

0,44

1,100 2,100

0,44 0,16

16 5

plaster expansion

masonry mortar

floor screeding max. 20 mms thick of masonry mortar

D.02 Load bearing wall in bathroom/kitchen

D.03 Threshold

D.05 Transitions

L.02 layer

- cork - adhesive a - floor scree - screed (5.5 - vapour bar - footstep so - top concre - brick ceilin - inner plast

Skeleton Frame Building

Task: To solve a 4 story high building from construction point of view. DATION S= 1:100 RC Skeleton frame and pad foundation was chosen as the main structure.

14,40

2,70

2,40

8 30 2,20

E 30

b s la C. m R. 20 c t=

1,80

5,40

140/140

3,00

C30/37 column 30/30

10 30

2,70

5,40

2,70

3,00

1,80

-3,92

3,00

400/180

2,70

13,80

140/140 30

2,70

2,40

15 8

2,70

8 30 1,40 8.

+11,88

2,90

+12,00

+11,40

10 55

+15,63

+15,56

13,96

7 15 8

+14,88

Room 7

3,00

+14,40

+14,68

1,3010

80 55

UPPER FLOOR

Corridor

Bathroom

1010

1,10

1,60

2,55

Bathroom 30

Corridor

2,55

1,10

Room 10

+12,95

2,90

6. +12,10

+11,88 +11,40

+11,68

3,00

2,68

Room 38

III. FLOOR

Corridor

4,10

1,10

Bathroom

2,55

Bathroom 30

Corridor

2,55

1,10

Room 10

4,10

1cm polifoam 12

+9,00

+8,98

Enlarge Foundation plan

Bathroom

2,55

Corridor

2,55

1,10

Room 10

4,10

3,00

12 32 20 3,00

2,68

I. FLOOR

Room

Corridor 10

1,10

Bathroom

2,55

Bathroom 30

Corridor

2,55

1,10

Room 10

4,10

1cm polifoam

+2,40

+2,98

+2,88 32

+2,68

+2,40

+2,68

3,00

2,68

2,40

Room 38

GROUND FLOOR

Corridor

4,10

1,10

Bathroom

2,55

Corridor

2,55

1,10

Room 10

4,10

2*.

Âą0,00

-0,02

-0,12

-0,60

-0,32

1,12

2,72

2,40

C30/37 column 30/30

2,12

80 55

Bathroom 30

-0,60

2,70

-1,24

BASEMENT 30

3,75

2,70

-2,72

1,20

-3,32

5 15 6

-2,72

-2,87

-3,92

1,60

LAYERS: 1.

Resin Mortar Concrete PE foil Thermal insulation Waterproof bitumen sheet Concrete Subconcrete Gravel Soil

Floor tiles

1,60

1,0 cm 1,0 cm 6,0 cm 1 layer 6,0 cm 1 layer 15,0 cm 5,0 cm 20,0 cm 1,2 cm

6 1,35

1,70

2*.

Floor tiles Mortar Screed PE foil Thermal insulation Load bearing slab Austrotherm At-h80 Plastering

Floor tiles

2,20

1,2 cm 1,0 cm 7,0 cm 1 layer 3,0 cm 20,0 cm 5,0 cm 0,5 cm

1,2 cm

1,12

1,30

+5,40

3. +3,00

10 55

+5,98

45 50

70 1,40

Bathroom 30

+5,68

4,10

1cm polifoam

+2,98

-0,02

1,10

2*.

140/140 20

+5,40

160/160

10 70

10 1,40

R t= .C. s 15 lab cm

2,50

+6,00

+5,68

R.C . 15 slab cm

Corridor

4,10

1cm polifoam

+5,98

II. FLOOR

Room 38

+8,40

+8,68

2,68

+8,40

+8,98

+8,68

+8,88

2,00

2,20

Gravel Fleece(protection layer) Austrotherm Xps Waterproof bitumen sheet Screed Load bearing slab Plastering

5,0 cm 1 layer 12,0 cm 2 layer 1-9,0 cm 20,0 cm 0,5 cm

Fleece(protection layer) Austrotherm Xps Waterproof bitumen sheet

1 layer 8,0 cm 1 layer

1,70

1 1,35

Trespa cladding air gap PE foil exp insulation Porotherm wall Internal plastering

0,8 cm 4,0cm 1 layer 4,0 cm 38,0 cm 1,5 cm

Floor tiles 1 cm spreadable bitumen waterproofing 2 layers Mapei mortar 1 layer screed 7-12 cm Fleece(protection layer) 1 layer

1,60

45 10

70 76

160/160

30 2,70

6 3,75

R t= .C. s 15 lab cm

5. 10

5 1,35

140/140

+14,40

+14,88

4 30

501,35

A-A SECTION S= 1:50

45 2

4,50

4,35

R. t= C. s 2 0 la b cm

R .C t= 2 . s la 0c b m

4,20

2,85

15 cm Shear wall

enlarged details S= 1:50 5

4,10

30 3,00

4,70

R. C. sla t= 20 cm b

2,70

C30/37 column 30/30

1,60

R. t= C. s 2 0 la b cm

2,40

2,00

15 1,40 15 2 15 15 1,28

1,70

1,05

la b .s R.C 20 cm t=

30 4,20 30

3,80

2,35

1,70

1,10 1,60

3,30

5,55

1,05

14,40

2,88

3,75 2,70

2,50

+15,64 8

-2,87

C30/37 column 30/30

3,00

Foundation plan and section

1,55

155/124

2,70

+15,64

2,70

1,60

R .C t= 2 . s la 0c b m

A-A Section

20 6.

4,70

13,60

R. C. sla t= 20 cm b

3,00 4,50 15

-1,25

2,68

Sh e 15 ar w cm all

1,70

3,80

4,10

3,80 4,70 30 4,20 30

5 45 2 15 30

-3,92

2,68

1,20

-3,32

3,75

la b .s R.C 20 cm t=

B.60.50 R.C. beam C30/37 15 27

B.60.50 R.C. beam C30/37

-2,87

5,40

3,75

-2,72

Structural plan S= 1:50 enlarged details

2,70

C30/37 column 30/30

la b .s R.C 20 cm t=

3,00

5,55

R .C . 1 5 s la b cm

2,70

30 15

1,70 Fb

30 2,70

Sh e 15 ar w cm all

4,20

-1,25

4,50

3,75 1,35

C 2,00

2,00

Fa 140/140

14,10

30 1,35

3,75 2,70

1,05

1,20

1,40

3,00

C30/37 column 30/30

10 2,70

30 3,00

50 30

3,80

4,10

4,00

160/160

A 30

2,50

4,50

R .C 3,30 . 1 5 s la b cm

2,30

30 30

1 15

4,20

13,90

10 30

R t= .C. s 15 lab cm

4,00

R .C . 1 5 s la b cm

160/160

4,70

10 30

4,50 10 50

D 8

1. 3,55

R t= .C. s 15 lab c m4,70

13,60 2,00

2,35

3,60

R .C . t= 1 5 sl a b cm

30 50

3,00

4,70

2,50

140/140

440/170

2,85

30 2,00 30 30

1,20

180/220 30

5,20

-2,87

4,20

4,50

-2,87

la b .s R.C 15 cm t=

-3,92

Fd 15

440/170

2,20

4,50

4,70

13,60

la b .s m R.C 15 c t=

4,20

la b .s R.C 20 cm t=

5,20

1,05

1,70

15 400/430 15

170/170

3,00

3,60

3,80 -2,87

4,10

170/170

b . s la R .C 1 5 c m t=

3,80

4,10

15 cm Shear wall b . s la R .C 1 5 c m t=

2,70

3,00

14,10

GROUND FLOOR S= 1:100

0,7 mm RHEINZINK cover

impregnated finewood

air gap supplied with net against vermin

+15,70

+15,67

+15,66 +15,62

+15,61

+15,56

T profile

1,5/30 mm alu fixing

cladding rivet

MacFox 150

5+1 cm ROOFMATE insulation

14,26

Trespa cladding air gap PE foil exp insulation Austrotherm At-h 80 concrete fascia wall Waterproof bitumen sheet Roofmate Thermal insulation

1,5/30 mm alu fixing

cladding rivet

0,8cm 4,0cm 1 layer 4,0cm 8,0 cm 15,0 cm 2 layer 5+1 cm

MacFox 150

5+1 cm ROOFMATE insulation 08

4,50 30

2,00

4,20 1,95

3,00

30 1,00

1,07

4,10

4,70

1,00

1,30

1,00

3,80

3,62

412

T profile

412

GENERAL FLOOR S= 1:50

4thYear@BME Autor: Zoltan Hunyadi

purenit infill

8 8

MacFox 150

SCHÜCO FW 60 TRANSOM

MAPEI MAPEFLEX AC-4 Gravel 5,0 cm silicon fill Fleece(protection layer) 1 layer Austrotherm Xps 12,0 cm Waterproof bitumen sheet 2 layer Screed 1-9,0 cm Load bearing slab 20,0 cm Plastering 0,5 cm

dowel

+14,40

"L" profile air gap supplied with net against vermin cladding rivet

"L" profile wood external door

"L" 20*20*2 profile

self drilling screw

Gravel 5,0 cm Fleece(protection layer) 1 layer Austrotherm Xps 12,0 cm Waterproof bitumen sheet 2 layer Screed 1-9,0 cm Load bearing slab 20,0 cm Plastering 0,5 cm

THERWOOLIN

6 6

+14,40

COATED ALUMINIUM ELEMENT

1,35

STEEL CANTILEVER t= 6mm

15 6

2 8 2

waterproofing

14,76

30 30

MAPEI MAPEFLEX AC-4 silicon fill

1,00

38 3,75

9Parapet Wall Details

eliforp T

2,70

1,00

SCHÜCO FW 60 MULLION

Window Details

138

75 30 30

95 30 30 75 2,70

1,00 3,75 1,00

coated aluminium element

1,35

4 3

SCHÜCO FW 60 MULLION

C30/37 column 30/30

051 xoFcaM

4-CA XELFEPAM IEPAM llif nocilis

lewod

gniddalc apserT

eliforp "L" htiw deilppus pag ria nimrev tsniaga ten tevir gniddalc

219

2,70 2,70 3,00

12 8

75 1,00 2,70 3,00

6 W1

Austrotherm xps 8cm W1

pm90

eliforp "L"

30 30 33

108 8

SCHÜCO ROYAL S65 window

Austrotherm xps 8cm

245 10

100 240

POROTHERM 38 N+F

C30/37 column 30/30

100 240 20

dowel

18 18

1,95

1,00

1,07

1,18

4,50 4,20

pm90 3,75

pm90

+6,00 30 +6,00

3,75

pm90 10 2,90

Room

parquet 12,18 m2

pm90

6,50 100 240

dowel

purenit infill

90 210

partition wall 10 cm

4,10

100 150

+5,98

18 18 30 30

10 10 D2

Room

parquet 12,53 m2

Room

parquet 12,53 m2

10 55

10 90 210

4,10

Room

parquet 9,02 m2

100 150

100 240 10

air gap supplied with net against vermin

10 1,10

floor tiles 4,73 m2

Corridor

10 1,10

F 10 floor tiles 15,78 m2

pm90

2,90

10 55 55 10

POROTHERM 30 B.60.50 R.C. beam C30/37

floor tiles 6,63 m2

75 210

Kitchen+dining room

100 240

Room

parquet 12,18 m2

90 210

C30/37 column 30/30 75 210

30 2,55

Toilet

floor tiles 1,20 m2

1,20

100 210 +6,00

Bathroom

15 28 5 15 10

5 10 2,40 10

floor tiles 6,63 m2

2,55

27 15 155/124

1,55

1cm Polifoam +6,00

Bathroom

10 15 5

5 15 2,40

15 cm Shear wall

4,10

Room

90 210 1,10

floor tiles 4,73 m2

Corridor

Toilet

1,20

floor tiles 1,20 m2

1,10 10

100 210 10

10 5 15 1,10 20 1,10

Stairs

parquet 14,40 m2

1cm Polifoam

240 240

+4,50

10 2,40

32 77

parquet 9,02 m2

4,10

floor tiles 15,78 m2

+6,00

changing of floor cover

5,40

pm90

Kitchen+dining room

parquet 20,39 m2

B.60.50 R.C. beam C30/37

Living room

1,75

2,20

1,00

3,00

1,00

4,70 1,30

1,00

1,18

4,10 3,80 3,62

2,00

3,00 14,26

W2 30 30

5,40 25

18 18

1cm Polifoam

D3 60

1,00

pm90

75 210

D2 10

changing of floor cover

D2 4,20

2,70

28/150

2,70

rood lanretxe doow 38

1,22

+14,68

T profile 0

MacFox 150

5,40

1,20

30 30

parquet 20,39 m2

110 220

Living room

1,25

Architectural Floor Plan 30 30

18 18

245

108

llis muinimula

llif nocilis

wercs gnillird fles

enots emil mc 42/3 revoc

1,00

1,06

1,16

1,00

1,28

1,00

1,16

1,06

1,00

tevir gniddalc

1,41

+14,40

F+N 83 MREHTOROP

06 xoFcaM

6 +14,40

+14,40

128

1,14

1,00

SCHÜCO ROYAL S65 window

eliforp "L"

+15,64

1,01

+14,88

15 cm Shear wall

1,25

90 210

50 1,40

1,28

pm90

Austrotherm xps 8cm

+14,73

100 150

5 15 2

2,60

2-3

D3 pm90

100 150

75 210

100 150

3,50

100 150

30 48

1,25 D1

B 100 150

18 18

100 150

C30/37 column 30/30

2 cm PS. foam dilat.

T profile

cladding rivet 100 150

1,00

+14,96

+14,93

90 210

10 1,70

1,20

eliforp T lewod

42 +12,95

+12,95

SCHÜCO FW 60 TRANSOM gniddalc apserT

2,39

+12,95

SCHÜCO FW 60 MULLION 10 1

8 74

138

+8,40

gniddalc apserT pag ria liof EP noitalusni pxe llaw mrehtoroP gniretsalp lanretnI

00,0±

21,0-

2,40

dowel gniddalc apserT

+5,98

23,0-

+5,98 58

+5,63

+5,40

MacFox 150

73,0-

+5,40

MAOFILOP mc 1 noitalusni

mc 2,1 selit roolF mc 0,1 ratroM mc 0,7 deercS reyal 1 liof EP mc 0,3 noitalusni lamrehT mc 0,02 bals gniraeb daoL mc 0,5 noitalusni lamrehT mc 5,0 gniretsalP

gniddalc apserT pag ria liof EP noitalusni pxe llaw mrehtoroP gniretsalp lanretnI

waterproofing

COATED ALUMINIUM ELEMENT

mc 8,0 mc 0,4 reyal 1 mc0,4 mc 0,83 mc 5,1

THERWOOLIN

+8,40

2 7

+8,40

+8,63

ALUMINIUM SHEET t=3mm purenit infill

+8,98

mc 8,0 mc 0,4 reyal 1 mc0,4 mc 0,83 mc 5,1

SCHÜCO FW 60 TRANSOM silicone fill

+8,98

SCHÜCO SUNCONTROL SLIDING SHADER UNITS

138

2,40

SCHÜCO SUNCONTROL SLIDING SHADER UNITS

+11,40

Plint Details

1 58

+11,40

eliforp T 2,40

2,40

Trespa cladding 478

+2,98

08 08

+2,98 1

+2,98 58

+2,63

17 1

1 1 1

30 30

+2,40

1,01

1,00

1,06

1,16

2,40

1,00

1,28

1,00

1,16

1,06

1,00

+1,90

1,41

0,8 cm 4,0 cm 1 layer 4,0cm 8,0cm 30,0 cm 1,5 cm

Trespa cladding air gap PE foil exp insulation Austrotherm At-h 80 Porotherm wall Internal plastering

-1,24

"L" profile

C 3,00

B 2,00

5,66

A 4,50

lewod eliforp "L"

linear fastening

30 1

Floor tiles Mortar Screed PE foil Thermal insulation Load bearing slab Plastering

revoc kcirb AKA mc 2,5 enots dehsurc mc 3 eceelf citehtnys RAPYT .gtr 1 dnidaol levar mc 21 lios gnilaes nocilis citsale %1

1,2 cm 1,0 cm 7,0 cm 1 layer 3,0 cm 20,0 cm 0,5 cm 3

4,10

4,10 82

gninetsaf raenil

7+1 cm ROOFMATE insulation Gravel 5,0 cm Fleece(protection layer) 1 layer Austrotherm Xps 12,0 cm Waterproof bitumen sheet 2 layer Screed 1-9,0 cm Load bearing slab 20,0 cm Plastering 0,5 cm

lewod

htiw deilppus pag ria nimrev tsniaga ten

dowel

air gap supplied with net against vermin

-1,24

-0,65

-0,37

152

-0,02

tevir gniddalc

dowel cladding rivet

-0,02

051 xoFcaM

MacFox 150

2,40

+1,90

14,76 2,70 2,40 2,40

6,50

2,70

1,00

2,20

ELEVATION S= 1:50

inzulation +14,96

5,40 25

1,00

4,20

3,00

1,75

10 100 150

30 30

W2 100 240

inzulation

2 cm PS. foam dilat.

+15,13

18 18

Trespa cladding

+15,13

Austrotherm xps 8cm

100 240 10

W2 100 240

Trespa cladding

0,8cm 4,0cm 1 layer 4,0cm 8,0 cm 15,0 cm 2 layer 5+1 cm

40x40x5 cm concrete panel

Trespa cladding air gap PE foil exp insulation Austrotherm At-h 80 concrete fascia wall Waterproof bitumen sheet Roofmate Thermal insulation

4,50

reyal 1 )reyal noitcetorp(eceelF mc 0,8 spX mrehtortsuA reyal 1 teehs nemutib foorpretaW mc 0,03 llaw mrehtoroP mc 5,1 gniretsalp lanretnI

Elevation 6

3-2

Industrial Hall Building

5thYear@BME Autor: Dr.Zoltan Hunyadi

I was asked to solve the structure of a Industrial hall building from the whole structure point of view , from cladding and small details to drainage system of the roof and internal dry walls system.

Architectural plan

Sections

Elevation

Structural plan

Roof plan

Recommendation Letters

Wrocław, 05.05.2015 Dr. Tomasz Głowacki Founder and Chief Architect At PAG Pracownia Architektury Glowacki ul. Kraszewskiego 12/9, 50-229 Wroclaw, Poland email: glowacki@paglowacki.pl

Letter of Recommendation for MSc. Architect engineer, Rasoul Daryanavard

I am writing in strong support of Mr. Daryanavard’s application for future career and studies. I have had the pleasure of knowing Mr. Daryanavard since March 2015, when he has started an Internship at my office. During this short period I have found him to be a talented, responsible young architect with technical skills and great overall knowledge of architecture. He actively participated in current architectural projects (construction and executive) and two international design contests in Warsaw: the educational pavilion on the Vistula River and the memory wall and the memory pavilion in The Warsaw Insurgents Cemetery. He has demonstrated great commitment and conscientiousness (while inventiveness) in the performance of tasks. It is worth noting that Mr. Daryanavard has a high technical knowledge in the field of construction solutions and at the same time high architectural and artistic sensitivity. He is completely fluent in current design software such as ArchiCad, AutoCAD, Photoshop, SketchUp, and equally good with manual skills of hand drawing. Mr. Daryanavard is a serene and, additionally, a friendly and very easy-going person capable of working by himself or in a group. I am absolutely convinced of high professional skill, talent and personal advantages of Mr.Rasoul Daryanavard therefore I am pleased to recommend him for the future studies. His decision to apply for the “MAS ETH UD” is a great one as it gives him a chance to learn new concepts in Architecture and especially urban design which look likes to be his favorite major in Architecture, and I hope this studies further develops his skills. And of course wish him success in his future career either before or after his advanced master studies. Mr. Rasoul Daryanavard has flourished into a successful, outstanding young designer and I am confident that he will succeed in his endeavors. Last but not least, I fully support his job and studies application. Sincerely, Dr. Tomasz Głowacki