Page 1

R A S O U L

D A R Y A N A V A R D T e c h n i c a l

P o r t f o l i o

revoc KNIZNIEHR mm 7,0 doowenif detangerpmi 07,51+

htiw deilppus pag ria nimrev tsniaga ten

%5

76,51+

9

6

16,51+

eliforp T

gnixif ula mm 03/5,1

tevir gniddalc

051 xoFcaM

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7

14

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51

8

1

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4

8

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86

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21

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69,41+ 39,41+ 8

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02

02

37,41+

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1

03

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8

1

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lewod llifni tinerup MUINIMULA DETAOC TNEMELE

6

muinimula detaoc tnemele

2

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llifni tinerup

2

02

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eliforp 2*02*02 "L"

8

6

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15

31

2

1

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9

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12

11

15

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33

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542

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801

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wodniw 56S LAYOR OCÜHCS

01 01 01 84 29

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62

15

12


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


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


Individual Details Seamed zinc roof covering

L1

L11

245

6x4 50

50 25

205

15

30

insect net Wooden door frame

mineral wool Wooden door sash insect net

4

135

20

185

18

25

05

55

Thermally insulaed double glasing

L4

25x25 sloping RC beam

stainless steel L pro

2,4 x 20 cm Thermowood sloping beam Wooden door sash

L11

Aluminium connected to pro

chip board 1

30

5

ven +3,20

DPC waterproo

Porotherm 30

+3,18

Fixa thermal insula

2,4

15

8

35

2,5%

Main wooden beam connected to Rc structur

35

3

2,4

4

insect net

6

3

2,4 x 20 cm wood board 12x35 glued laminated wood main beam

stainless steel L pro

L11

100.100

GSPublisherEngine 0.0.100.100

15


Education Pavilion

Ground Floor

Upper Floor


Warsaw-2015 _ Intern@PAG Competition

Section

galwanizowana obróbka blacharska siatka

50

EPDM

żwir

85 1

155

3

205

155

3

205

15

1

375

14

polistyren ekstrudowany

33

1

65

Upper Cladding Detail

mocowanie podwieszonego sufitu

wełna mineralna 10cm

szkło termiczne żaluzje

3D Detail szkło termiczne uszczelka silikonowa

gałęzie na siatce 20cm

wypełnienie polistyrenem ekstrudowanym 1cm 4 1 7

podkonstrukcja ze stalowych profili

15

30

3

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.

kotwy mocujące 155

4 05 11

25

stalowe mocowanie fasady

2 drewniane panele

4 1 8 15

Lower Cladding Detail

płyta wiórowa 1

stalowe mocowanie

siatka przeciwko owadom


B B

C C

D D

E E

FF

G G

H H

II

JJ

+8.75 +8.75 +8.70 +8.70

+8.55 +8.55

25 25 2.00 2.00

+7.96 +7.96

46 46

11

55 17 17 13 1.26 13 1.26 77

+10.20 +10.20

7.65 7.65

9.51 9.51

+5.56 +5.56

+1.70 +1.70

-0,02 -0,02 -1.13 -1.13 -1.53 -1.53

30 30

4.70 4.70

30 30

4.70 4.70

5.00 5.00

B

30 30

4.70 4.70

5.00 5.00

A A

30 30

4.70 4.70

5.00 5.00

B B

C C

I

30 30

4.70 4.70

5.00 5.00

30 30

D D

K

30 30

30 30

30 30

4.70 4.70

5.00 5.00

G G

M

4.70 4.70

5.00 5.00

FF

L

4.70 4.70

5.00 5.00

E E

J

4.70 4.70

5.00 5.00

H H

N

30 30

5.00 5.00

II

JJ

B

-1.87 -1.87

33

14 14 40 40 13 13

-1.00 -1.00

O

COMPREHENSIVE COMPREHENSIVE

DESIGN

spa

ce

STUDIO 2

air

resin 98.00m2

SQUASH ROOM

30

15

4,85

9,70

9,70 12

1,60

SQUASH ROOM

TARKETT sport flooring 63.00m2

glass rail

6 20 5

5,09

TARKETT sport flooring 63.00m2

9,70

MECHANICAL ROOM

5 20 5

6,40

±0.00

100 210

4,70

D12

4,70

30

4,70

30

5

70

1,82 6

4

3

8 3 15 5 23 29

1,98 5

14

6

15

16

17

natural stone 70.00m2

9,70

14

precast soffit panel decks

25

5

25

5

25 1 25

9

55

15

A

4,75 5,00

30

10 40

30 Metalwork open cell system

54

4,70 5,00

30

4,70 5,00

30

Metalwork open cell system

4,70 5,00

30

4,70 5,00

B

20

405

4,80 5,00

5

545

Architectural Plan

20

405

4,70 5,00

18

20 1,50

23

9,70

precast soffit panel decks

30

OPEN GARDEN

Loadbearing Slab

14

35

10

11

6,99

6

Loadbearing Slab

29

8

8 4 29

Sound insulation Sound insulation Rockwool Steprock NDRockwool Steprock ND

6

70

12

BUFFET resin 70.00m2

8 cm 1 layer 4 cm 23 cm 6 cm flooring dilatation profile MIGUA FP 55/ 3500 E3

base concrete+ floor heatin PE foil 1 layer

PE foil 1 layer

23

30

x+ 5 cm expansion joint y

4

3

base concrete+ floor heatin

30/30 RC pillar

65

30

10,40

5

1,67

70

A

5

x+ y

70 6

x y Base concrete + floor heatin PE foil Sound Insulation Rockwool Steprock ND Bubble deck slab Precast soffit panel decks

30

30

5

30

75

x. 8 cm 1 layer 4 cm 23 cm 6 cm

25

35

4

835

10

1,20

x x. y Base concrete + floor heatin PE foil Sound Insulation Rockwool Steprock ND Bubble deck slab flooring dilatation profile Precast soffit panel decks MIGUA FP70/3000 Ni

55 32 90

5

1,62

3

2

1 1,50

30 3*15=.45

70 35

5,80 5,80

30

13

2,00

30

30 30 30 30 30 30 30

30 30 30

30

12

1,50

30/43 RC beam

+3.80

8 cm 1 layer 4 cm 23 cm 6 cm 40 cm

295

5

19

3,23 3,23

15

30

65

1,03 1,00

9 10

395

12

12

forbo soft flooring

+3.35

10 10

2

1

6

6

35

5 cm structure dilatation

12

-1.00

8

LIFT

11

Thermal isulation Rochwool Fixrock

x y Base concrete + floor heatin PE foil Sound Insulation Rockwool Steprock ND Bubble deck slab Precast soffit panel decks Metalwork open cell system

30 30 30 30 30 30

9

70

+3.80

Loadbearing Slab

70

TARKETT sport flooring 1980.00m2

7

4

Sound insulation Rockwool Steprock ND

9,35

8

3 29

4

28

9,35

70 35

1

PE foil 1 layer

5

1,98

20*17=340

base concrete+ floor heatin

23

15

35 165 165

90 30

25

MULTI-SPORT COURT

flooring dilatation profile MIGUA FP70/3000 Ni

x+ y

1,50

flooring dilatation profile MIGUA FP 55/ 3500 E3

55

29

2,60

70

30

6.

glass rail

30 30 30 30 30 30

35

90 5,00 90

30

4,70

wood boards cover

35

90

30

Schueco curtain wall

Xy

Inside Squash Room wall cladding supporting frame Concrete wall

2,5 cm 2,5 cm 20 cm

D12

BUDAPEST BUDAPEST UNIVERSITY UNIVERSITY OF OF TECHNOLOGY TECHNOLOGY AND AND ECONOMICS ECONOMICS DEPARTMENT DEPARTMENT OF OF PUBLIC PUBLIC BUILDING BUILDING DESIGN DESIGN

30

70

10

CONSULTANTS: CONSULTANTS:Gyula GyulaGRÉDICS GRÉDICS _____ _____ Janos JanosVICZAI VICZAI _____ _____ Tamas TamasLAKI LAKI _____ _____ Takas TakasLAJOS LAJOS

30

RR AA SS O O UU LL DD AA RR YY AA NN AA VV AA RR DD___ ___FALL FALL SEMESTER SEMESTER20I2 20I2

4,70

30

30

30

30

RR AA KK O O SS PP AA LL O O TT AA SPORT SPORT CENTER CENTER

4,70

2,25

30

1,10

4,70

70

6

30 30

5

brick cover

7

1,0 cm cm 1,0 layer 11 layer 2,0 cm cm 2,0 layer 11 layer 2,0 cm cm 2,0 40,0 cm cm 40,0 1,8 cm cm 1,8 5,0 cm cm 5,0 layer 11 layer 2,5 cm cm 2,5 layer 11 layer layer 11 layer 5,0 cm cm 5,0 20,0 cm cm 20,0 20,0 cm cm 20,0

A A +10.20 +10.20

8

0-10,0 cm cm 0-10,0 layer 11 layer layer 11 layer 10,0 cm 0,0 cm

Rakospalota Sport Complex

4


Rakospalota_4thYear@BME Complex Studio _Autor:Zoltan Schrammel

J

L

M

N

O

P

Q

S

R

T

U

+10.20

70 20 50

5

+7.40

2.90

3.55

+4.95

6

15 20

50

+3.45

50

20

+3.65

BUFFET

+3.80

30

4.70

4.70

L

2.95 15 20

20

32 2.83

3.42

27 30

4.70

5.00

M

7

30

4.70

5.00

O

-3.77 -3.89

-5.62

30

4.70

5.00

N

UNDERGROUND PARKING

-3.50 -4.17

30

4.70

5.00

30

4.70

5.00

P

2.58

Q

30 2.42

R

5.00

S

T

B

U

SE

L

M

N

O

DESIGN

1,53

30

20 cm Concrete Wall

9 ,2 +6 ab cm l S 20 C. t= R.

C30/37 Beam 30x43 cm

C30/37 Column 30x30 cm

C30/37 Column 30x30 cm

6

30 cm Concrete Wall

20 cm Concrete Wall

C30/37 R.C. Cantilever C30/37 Hidden Beam 30x23 cm Stair 32,5x7 cm 5 30

30 cm Concrete Wall

1,45

C30/37 Column 30x30 cm

C30/37 Column 25x25 cm

C30/37 Column 30x25 cm

20

5,00 2,75

2,00

40 30 10 30

30 cm Concrete Wall 5,00 4,70

m

C30/37 Beam 25x43 cm

C30/37 Beam 30x43 cm

30

5,00 4,70

C30/37 Beam 25x43 cm

5,00

25

3,36 7,345

25

A

X

Structural Plan B

5,00 4,80

R A K O S P A L O T A SPORT CENTER

1,45

C30/37 Hidden Beam 30x23 cm

C30/37 Column 25x30 cm

Bu bble De ck t=2 Slab 9c m +3,30

20 cm Concrete Shear Wall C30/37 Beam 30x43 cm

20

5 30

C30/37 R.C. Cantilever Stair 32,5x7 cm

20 10 5 30

m

C30/37 Column 30x30 cm

Bu bble De ck t=2 Slab 9c m +3,30

C30/37 Column 30x30 cm

9,65

9,35 1,45

m

20

35

2,20

20 1,90 20

Bubble Deck Sla t=29 c b +3,30 m m

m

m

20

C30/37 R.C. Cantilever Stair Slab t=7 cm

C30/37 Hidden Beam 30x23 cm

C30/37 Column 30x30 cm

1,50

Bu bble De ck t=2 Slab 9c m +3,30

C30/37 Column 30x30 cm

30

4,125

C30/37 R.C. Cantilever Stair 32,5x7 cm

25 5 30

Truss

30

4,70

C30/37 R.C. Cantilever Stair Slab t=7 cm

30 5

Truss

C30/37 Beam 30x43 cm

Bub ble De ck t=2 Slab 9c + m 3,30

C30/37 Beam 20x40 cm +3,19 m

30 10 30

Bu bble De ck t=2 Slab 9c m +3,30

R.C. Slab +3,19 m t=12 cm

C30/37 Beam 30x43 cm

A

m

BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS DEPARTMENT OF PUBLIC BUILDING DESIGN

20

R A S O U L D A R Y A N A V A R D ___ FALL SEMESTER 20I2

1,97

m

20

30

30

5

C30/37 Column 30x30 cm

80

STUDIO 2

m

9 ,2 +6 20 cm Concrete Wall b la 0 cm S 2 C. t= R.

Bu bble De ck t=2 Slab 9c m +3,30

Bu 20 47 bble D4,00 eck t=2 Slab 9c m +3,30 m

m Bu bble De ck t=2 Slab 9c m +3,30

30

COMPREHENSIVE

CONSULTANTS: Gyula GRÉDICS _____ Janos VICZAI _____ Tamas LAKI _____ Takas LAJOS

K

C30/37 Beam 20x43 cm

35

J

20

I

B

SouthEast Section

7

K

30

1.45 28

1.45 28

-3.89

12

27 12

-3.77

5.00

-0,02

-0.35

8

-5.62

5

OFFICE

-0.15

-0.67

12

-1.33

±0.00

1.73

-1.45

3.60

2.95 -1.13

32

20

15

4 OPEN GARDEN

2.83

-1.00

-4.17

40

+3,15

+2.95

-3.50

30

9

STORAGE

+3.45

+2.95

5.00

DANCE HALL

+3.65

20

15

2.90

+6.70

+3.80

4.70

10

+7.20

+6.70

MULTI SPORT COURT

+8.10

+7.88

70

20

+7.20

+7.88

20

70 +7.40

50

2

8

J

K

1


Roof Light

Paraper wall

EAVES FLASHING CA1E2X STORM FLASHING CA1ST1X

SCREW S3H48020D03A4

LIBERTA ELEGANT 500 & 500GRANDE

KAWNEER 1600 Sloped Glazing system

1

14 10

20

12

25 2 25 RUUKKI Liberta elegant 500Grande

Large size metal cladding Z profile semi-permeable foil

3 125 205

1

14 10

20

12

25 2 25

RUUKKI Liberta elegant 500Grande

145

ACO Modular 125 stainless-steel linear drainage system

10

95

Thick bitumen waterproofing

14 20

30

12

25

30

2

225

2 3 45

Crushed stone Geotextile layer Typar Thermal insulation Austrotherm XPS 30

95

30

vapor barrier foil Trapezoidal steel sheet slab

Stone flooring

7

12

5.

mineral wool thermal insulation

20

flooring dilatation profile MIGUA FP 55/ 3500 E3

2 25

base concrete

33

Loadbearing Slab

14

Gravel Geotextile layer Typar 30

Loadbearing Slab

Metalwork open cell system

6

12

Base concrete

545

545

Washed River rock

8

Gravel

13

Underlay concrete

7

12

R.c Slab foundation

Compacted soil

Foundation-Movement

precast

precast soffit panel decks

405

10

1

30

29

23

29

1,0 cm Artifisual Resin 2,0-12,0 cm Concrete PE foil technological layer 1 layer 12,0 cm Thermal insulation 1 layer PVC waterproofing layer Synthetic fleece underlayer 1 layer 12,0 cm RC slab 6,0 cm Screed 20,0 cm Gravel Soil

6

7.

15

15

19

terrace joint

Window Joint


6.

Stair case Joint

Sound insulation Rockwool Steprock ND

8 15

3 23 29 6 295

30

395

835

12

12

12

5

30

10

65

10

395

5

295

65 30

835

6 23 29

9 6

6

5 cm structure dilatation

30

x.

x.

30

29

Loadbearing Slab

8

6 5

25

5

25 1 25

9

5

25

5

25 1 25

9

55

15

55

15

405

405 Metalwork open cell system

Metalwork open cell system

405

545

25

545

25

545

14

precast soffit panel decks

14

precast soffit panel decks

14

precast soffit panel decks

30 6

10

Loadbearing Slab

6

29

23

Loadbearing Slab

30

PE foil 1 layer

23

6

4

3

4

4

30

Sound insulation Sound insulation Rockwool Steprock NDRockwool Steprock ND

23

PE foil 1 layer

base concrete+ floor heatin

PE foil 1 layer

8

base concrete+ floor heatin

flooring dilatation profile MIGUA FP 55/ 3500 E3

x+ y

base concrete+ floor heatin

flooring dilatation profile MIGUA FP 55/ 3500 E3

x+ y

8 cm 1 layer 4 cm 23 cm 6 cm

8

x+ y

x y Base concrete + floor heatin PE foil Sound Insulation Rockwool Steprock ND Bubble deck slab Precast soffit panel decks

29

x.

8 cm 1 layer 4 cm 23 cm 6 cm

4

x y Base concrete + floor heatin PE foil x Sound Insulation Rockwool Steprock ND y Bubble deck slab Base concrete + floor heatin 8 cm flooring dilatation profile Precast soffit panel decks PE foil MIGUA FP70/3000 Ni 1 layer Sound Insulation Rockwool Steprock ND 4 cm Bubble deck slab 23 cm Precast soffit panel decks 6 cm

lation Sound insulation Steprock NDRockwool Steprock ND

Metalwork open cell system

Movmeent Joint

Terrace Intermediate Floor Xy

Inside Squash Room wall cladding supporting frame Concrete wall Sound Insulation + supporting frame Wood wall cladding

flooring dilatation profile MIGUA FP 55/ 3500 E3

2,5 cm 2,5 cm 20 cm 2,5 cm 2,5 cm

flooring dilatation profile MIGUA FP 55/ 3500 E3

flooring dilatation profile MIGUA FP 55/ 3500 E3

flooring dilatation profile MIGUA FP 55/ 3500 E3

KAWNEER curtain wall system

KAWNEER curtain wall system

20

5

25 25

5

20

25 25

25

20

5

25 25

aring Slab

Thermal isulation Rochwool Fixrock

5 cm structure dilatation

n k

yer

Loadbearing Slab

25

b

ete+

23 4

29

1

165 ND

8 15

3 15

PE foil 1 layer

3

28

165

flooring dilatation profile MIGUA FP70/3000 Ni

8 cm 1 layer flooring dilatation 4 cm profile MIGUA FP70/3000 Ni 23 cm 6 cm 40 cm

4

flooring dilatation profile MIGUA FP 55/ 3500 E3

55

29

8

30

x y Base concrete + floor heatin PE foil Sound Insulation Rockwool Steprock ND x+ y Bubble deck slab Precast soffit panel decks base concrete+ Metalwork open cell system floor heatin

4

30

Floor Joint

6.

x y Base co PE foil Sound In Bubble d Precast Metalwo

KAWNEER curtain wall system

flooring dilatation profile MIGUA FP 55/ 3500 E3

ACO Modular 125 stainless-steel linear drainage system

flooring dilatation profile MIGUA FP 55/ 3500 E3

KAWNEER curtain wall system

KAWNEER curtain wall system

flooring dilatation profile MIGUA FP 55/ 3500 E3

ACO Modular 125 stainless-steel linear drainage system

ACO Modular 125 stainless-steel linear drainage system

ACO Modular 125 stainless-steel linear drainage system

6

ACO Modular 125 stainless-steel linear drainage system 5

65

65

3

5

30

3

1:5 65

Terrace Horizontal


fence -0,05 -0,20

Construction Management: On this Section task is to solve the whole building from construction point of view; planned drawing should be implement, position of the crane; temporary roads and all facilities which might be needed for and during the construction should be placed on their best place, stored material. from other hand piping for water, sewage and electricity should also be planned.

Section A - A

A

1

B

C

D

E

F

G

H

I

2ND PHASE -0,05

excavator

2

A 3 sheet piling around the basement 4

5

-0,05

Scorpio 5RZ50 mobile concrete pump

6

-3,60

Section B - B

-4,20

7

3RD

future position of tower crane (for upper construction works) at the foundation of the staircase + elevator

building line of basement 8

Z+ fence supplied with lights 9 1

1ST PHASE

10

removal of top soil (20 cm)

2 bottom level of ground floor slab -0,05 -0,35 3

11

-3,60 -4,20

4

Doka KS XLIFE formwork of RC pillar

Section C - C

Doka KS XLIFE Doka formwork can be can assembled and KS XLIFE formwork be assembled repositioned witohut crane assistance up toassistance a max and repositioned without crane up tom. a max formwork height of 3,60 m formwork height of 3,60

excavation separated in 2 levels 1: f 2: f

3RD PHASE

concrete works of foundation

4TH PHASE

installation of in-situ RC pillars (formwork)

cha

12

A 5

2ND PHASE

Complex design II.

B

C

D

E

F

G

H

I

Rรกkospalota Sport Centru


bracing

bracing -0,05

-2,50

-3,60

-4,20

M

L

N

O

P

Q

R S

T U

V

W

X

Y

Z

Z+

1

sheet piling around the basement

gravel

truck

2 building line of basement ax .R =4 5,2 m

m

bottom level of ground floor slab -0,05 -0,35

insulation materials

A 3

steel storage (for RC structures)

-4,20

ax

B

.R

R

Doka KS XLIFE formwork of shear wall

=4 0,0 m

4

Scorpio 5RZ50 mobile concrete pump

-3,60

=

Doka KS XLIFE formwork of RC pillar

-3,60

Section C - C

-4,20

covered storage

m

Section B - B

-4,20

K J

Scorpio 5RZ50 mobile concrete pump

Doka KS XLIFE formwork can be assembled and repositioned without crane assistance up to a max formwork height of 3,60 m

5

8m

B 6

PHASE 8

C

7

C 9

4TH PHASE

Doka KS XLIFE formwork of RC pillar

Legend: sewage pipes water gas high power low power axis of transportation fence supplied with lights

10

concrete mixer -3,60

from -0,05 to -2,50 from -2,50 to -4,20

11 water supply

anging rooms / lavatory

office

water pipes and electric cables led 0,5-1 m high at the back of the containers

gate keeper

-0,05

transformer

12

water meter L J

um

K

M

N

O

P

Q

R S

T U

Site organisation plan

V

W

X

Y

S= 1: 500

Z

Z+

Ramin Hakhamanesh

2012


Orlay Dormitory 0

0

0

Staircase 17 m2

1.80 1.50

0

1.80 1.50

0

4

1.80 1.50

0

1.80 1.50

3

1.80 1.50

2

1.80 1.50

1

Fridge

synthe

9 8 10 7 11

Single Room 20 m2 Parquet o

6 12 5

A

13 4 Single Room 20 m2 Parquet o

Single Room 20 m2 Parquet o

14 Kitchen 22 m2

3 15

synthe

Single Room 20 m2 Parquet o

2 16 1

Bathroom 4 m2 Ceramic Tile

Bathroom 3 m2 Ceramic Tile 0.75 2.10

Bathroom 3 m2 Ceramic Tile

0.90 2.10

Bathroom 3 m2 Ceramic Tile

0.75 2.10

0.75 2.10

0.90 2.10

0.90 2.10

0.90 2.10

1.20 2.10

0.90 2.10

Elevator 6person

Commode 1.20 2.40

0

Corridor 40 m2

0

1.20 2.40

0.75 2.10

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

Single Room 20 m2 Parquet o

Single Room 20 m2 Parquet o

0.90 2.10

0.90 2.10

0.90 2.10

0.90 2.10

0.90 2.10

synthe

0.75 2.10

Bathroom 3 m2 Ceramic Tile

terrace on 6th o 9 m2 Concrete panel o

Bathroom 3 m2 Ceramic Tile

Timber

Single Room 20 m2 Parquet o

Single Room 20 m2 Parquet o

Single Room 20 m2 Parquet o Paraper wall of 6th

Living

B o

terrace on 5th o 9 m2 Concrete panel o

1.80 1.50

1.80 1.50

1.80 1.50

0

0

0

0

1.80 1.50

1.80 1.50

Timber

Paraper wall of 5th

o 0

Architectural Plan 6th floor 1

2

3

4

Rest

Short Beam20/30 (suppor

Long Beam20/30 (suppor

(suppor

2.50 2.50

Ring Beam 30/30

1.30

1.30

Stair ated ick acric Pref 14cm th

)

25 RC cm sla th b ick

Shear wall 20cm thick

1.00 1.00

A

)

Stair ated ick acric Pref 14cm th

Beam20/30 (suppor

Main Beam 50/65

Buidling Envelope

Pillar 20/30

)

3.90

Buidling Envelope

)

A Shear beam 20*50 cm

Sha 30/215

work

Shear beam 20*50 cm

Beam20/30 (suppor

Sha 40/105

Shear beam 20*50 cm

9.30 9.30

15

2.65

20

Beam20/30 (suppor

single room concept

slab RC thick m 25 c

slab RC thick m 25 c

2.15 RC 25 cmslab thick

Sha 40/80

Shear beam 20*50 cm

Shear walls 20 cm thick

15

)

b k sla thic RC cm 25

b sla k RC m thic c 25

Shear walls 15 cm thick Elevator Sha

)

Sha 40/100

b k sla thic RC cm 25

A Beam20/30 (suppor

slab k RC thic cm 25

1.00 1.00

Pillar 50/100

B VOID (Garden)

Par between rooms 15cm

2.50 2.50

B

)

Main Beam 50/65 Ring Beam 30/30

7.30 50

6.80

Structural Plan 2nd floor

Main Beam 50/65

Buidling Envelope

7.30 50

6.80

50

Main Beam 50/65

7.30 6.80

50


Budapest_5thYear@BME

+26,83 83

+26,83

+25,79

+24,74

+23,48 37

+23,20

+20,89

+19,63

80

2,83

+18,40

7

11

3,20

2,40

37 25 cm RC loadbearing slab

+16,13

+18,11

19 cm RC landing

+16,80

+16,78

37

R8

2,40

37

35 25

+19,40

KAWNEER curtain wall system

2,60

+17,62

+16,43

50/65 RC loadbearing beam

80

2,83

2,48

2,83

+15,20

3,20

2,40

37

37

+13,43

+13,23

IVANKA fine-cas ng concrete panel

+14,91

metal handrail

+13,60

+12,63

80

2,83

2,83

+12,00

+10,03 30/40 RC loadbearing beam

25/60 RC loadbearing beam

1,00

9,35

1,00

2,19

50

+8,80 80

2,25

2,83

52

2,83

+9,43

2,40

R9

37

37

+10,23

+11,71

3,20

+10,40

+8,51

wooden shaders

25 cm RC loadbearing slab

3,20

2,40

IVANKA fine-cas ng concrete panel

R6

R6 37

6

+7,20 37

+6,83

50/65 RC loadbearing beam

+6,23

5

2,83

2,83

+5,60 wooden shaders

+5,31

50/100 RC loadbearing column

R13

2,25

1,00

9,35 +4,00 37

+3,83

1,00

75

1,69 3,60

53

37

+7,03

R5

+3,63

4

gypsum board ceiling

3

R5

R12

Section

68

63

-0,02

3,83

±0,00 37

R8

-0,02

+1,72

50/100 RC loadbearing column

37

KAWNEER curtain wall system

3,63

3,63

IVANKA fine-cas ng concrete panel

-0,37 -0,95

2,55

3,13

25 -3,50

-3,84

R2

9

10

3,17

12

25

37

12

-3,87

25

25 -3,50

25

3,13

2,85

25 cm RC loadbearing slab

R3 R4

25

-0,66

1,66

-7,47

-7,47 -7,85

R7

35

20

-6,67

20

20

-7,02

2

30 cm RC loadbearing wall

15

35

35

-6,67

20

R1

28

2,80

2,80

2,83

30 cm RC loadbearing slab

1

1,5 cm

+20,00

9

25 cm 15 cm 1 cm

4,43

8 R10

19

R10- Timber facade cladding RC beam Rockwoolthermalinsulaon mechanical fixing Cement based cover Stainless Steel frame + Air Timber shadow

80

2,83

KAWNEER curtain wall system

+3,08

R6- resin floor Synthec resin 0,5cm Self leveling mass 0,5 cm Concrete screed 6 cm PE foil technological layer 1 layer Sound insulaon - Austroterm 2,5 cm PS foam installaon 2,5 cm RC slab 25 cm R7- underground parking floor Synthec resin 0,5 cm Self leveling mass 0,5 cm Concrete screed 8 cm RC slab 15 cm Gravel 20 cm Soil

+23,02

+22,83

2,80

R5- parquee floor Parquet 0,5 cm PE foam 0,3 cm Self leveling mass 0,5 cm Concrete screed 6 cm PE foil technological layer 1 layer Soundinsulaon- Austroterm 2,5 cm PS foam installaon 2,5 cm RC slab 25 cm

+24,74 2,80

+24,74

+15,83

R3- undergroundd wall of parking RC Wall 30 cm PVC waterproofing layer Extruded PS thermal insulaon 10 cm RC Wall 30 cm Paint R4- ceramic floor Ceramicles 0,5 cm Glue 0,5 cm Self leveling mas 0,5 cm Concrete screed 5,5 cm PE foil technological layer 1 layer Soundinsulaon - Austroterm 2,5 cm PS foam installaon 2,5 cm RC slab 25 cm

MSc.Diploma Poject_Autor:Gyula Gredics

66

Layers : R1- underground floor Synthec resin 0,5cm Self leveling mass 0,5 cm Concrete screed 8 cm PE foil technological layer 2 layer Sound insulaon - Austroterm 3 cm PS foam installaon 6 cm bitumenous sheet waterproofing layer Synthec fleece underlayer 1 layer RC slab 15 cm Gravel 20 cm Soil R2- underground wall Paint RC Wall 30 cm Bituminous paint (grounding) Bituminous sheet 1 layer Extruded PS thermal insulaon 12 cm Geotexle 1 layer Drain 8 mm Gravel 30 cm Soil

-7,85


Structural Calculations

#)Computation of the slab Reinforcement.

Taking into account that the spans are equal, I use the simplified method by substition load and plastic moment distribution.

P’ed = g d + 1.5 Pd = 1.35x7.4 +1.5 x1.53 = 16.74 KN/m2

Med += I Med –I =

=

= 76.90 KNm

Concrete:

C 30/37 fcd = 20,0 N/mm2

Steel:

B 500

fyd = 435 N/mm2

Assumption:

d = h - cc -

Loading for Med+ = 240 - 20 - 6=214mm

ζ c = (1 - √(1-

)) =t (=1 1.125 - √(1- x 3,65 + 3.65 = 7,76 )) = 0,165 < 0.49 = ζ c 0

Ped span = Ped slab x t + 1.35 x Ged beam = 14,48 x 7,76 + 0,5 x 0,65 X c = ζ c x d = 214 x 0.165 = 35,31 mm z = d= 214 = 196,35 mm Ped const = qdslab x t + 1.35 x Ged beam = 9,98 x 7,76 + 15 x 0.15 As = = =900,4mm2 Med- = Asprov = 905 mm2= Ø 12/ 125 mm

= 397,85 kN/m

Med+ =

#)Computation of the internal forces using loading arrangement!

Loading for Med+

= 259,10 kN/m

Loading for Med- and A , B maximum:

t = 1.125 x 3,65 + 3.65 = 7,76

Med- =

= 555,0 kN/m

Ped span = Ped slab x t + 1.35 x Ged beam = 14,48 x 7,76 + 0,5 x 0,65 x 25 x 1,35 = 123,34 kN/m Ped const = qdslab x t + 1.35 x Ged beam = 9,98 x 7,76 + 15 x 0.15 x 25 x 1.35 = 88.41 kN/m Med- =

VA right = A – VA left =1005,2 – 370,0 = 635,2 KN = 259,10 kN/m

Med

#)Computation of the Column:

Loading for Med- and A , B maximum:

#)Computation of the beam: (demolishing checking)

Loading zone

Sizing all- beams by the deflection = = 555,0 condition kN/m Med

7,5

=

=7,5

= 1005,2 KN

Ged beam = 0,65 x 0,50 x 8,15 x 25 x 1.35 = 89,4 KN

= 10.30/1.5 L 0Vspam == -123,34 x 3.0 = - 370,0=6,84 KN

Ged column = 1,0 x 0.5 x 25 x 1,35 x 29 = 489,4 KN

A left

Ned = 9(A x Ped slab + Ged beam ) + Ged column = ϑ =+1,0 =L 9 ( 63,25 x 14,48 89,4 ) + 489,4 = 9536.7 KN

Pdc = 1.125x7.3 x 14.48 = 118.9 kN/m

L effective b = 0.5 m = 118.9 kN/m

I consider the column centrally compressed! (NO moments are taking into consideration!)

= 118.9/0.5 = 234.8

α=

= 118.9/0.5 = 234.8 < 13 C 30/37 Making the effective and allowable slenderness equal:

= 13 = 13

d=

= 0.577 m = 577 mm

Checking hight of the beam:

= 577 + 20 + 10 + 10 = 617

64 cm

A = 8,15 x 7,76 = 63,25 m2

Ped slab = gd + pd = 9,98 + 4,50 = 14,48 kN/m2

LoadVAon cantilever = A – VA:left =1005,2 – 370,0 = 635,2 KN 30/1.5 =6,84 right

13

= 1005,2 KN

VA left = -123,34 x 3.0 = - 370,0 KN

= 397,85 kN/m

+=

L 0 cantiliver = Aed = Bed =

Aed = Bed =

=

(from table) α max = 0,84 d= = 0.577 m = 577 mm Nu = A x + A x

= 13 d =+ Ø =+ 0.577=m577 = 577 Ned = d + cc + 20mm + 10 +N10 Hbeam rd ==α617 max x N64 u = cm link

64 cm –6424cm Hbeam = d + cc + Ølink + = 577 + 20 + 10 + 10 = 617 cm = 40 cm down standing beam Areq. = m – 24cm = 40 cm down standing beam 64 cm – 24cm = 40 cm down standing beam

=

As applied = 10 Ø 20 = 3142 mm2 > Areq.

C30/37 : B500 :

=6

= 20 = 435

= 3111 mm2


Building Service Calculations

#)Total power demand requirement : The following is an approximate electric power demand calculation. The actual, realized electric power demand of the building may differ up to approximately 25% compared to the results calculated here.

e: actual value between 0.66 and 0.9

P

new building

P Refurbished building = 0,66 (13,19 + 60,0 + 167,25 ) = 158,7 Kw

= 0,66 (13,745 + 62,0 + 256,45 ) = 219 Kw

We need to have transformer since the calculated value is greater than 200Kw. ansformer will be located in the mechanical room on the basement.

No need for transformer since the value is smaller than 200Kw.

#)Heating and cooling system: Total electricity for cooling (refurbished building)

:E=

=

Total electricity for cooling (new building)

:E=

=

= 32483.34 [W] = 32.5 [KW] = 41033.34 [W] = 41.01 [KW]

#)Ventilation Electrical Power demand :

ACH

Q Q

= 6095,3 m3/h A=

= 6095,3

A = a b = 4230 and a = 40cm

= 8676,38

A = a b = 6002 and a = 40cm

(∆T) [W] (∆T) (1-η) [W]

Eletricity = ??? KW

= 0.423m2

[Q = 650 KW]

b≡ 105 cm = 8676,38 m3/h

A=

= 0.35 = 0.35

Q

= 0.602 m2

Q

b≡ 150 cm

= 0,35

= 0,35 (∆T) (1-η) [W] = 0,35 15877,8 35 (1-?) =

Eletricity = ??? KW

#)Heat loss :

Domestic hot water is 40% of total amount of usage water. Initial water temperature is 10⁰ C Final water temperature is 45⁰ C Gas boiler (condensating) is used for heating up the water. Qnewbuilding=m”x” C”x” (45−10)=100”x” 3264”x” (45−10)=11.424 Kw

(1-?)

[Q = 650 KW]

linear loss Corner : 23,0”x4,0 = 92 m” corner or Curtain wall : (4”x” 3,4)+(6”x”3,0) = 31.6mt External wall- internal wall :23,0”x” 13 = 299m Ground losses: (23,0+16,0) “x” 2 = 78m external wall-slab : (23,0+16,0)”x2x” 6 = 468m Windows perimeter: 80”x” [“(2,3+1,8)x2]=656” m Doors perimeter: [1,0”+(2,4x2)]x2=11,6” m

External wall “[16 x” 23”x” 2” − (49,68)] + [22x” 23”x” 2−{(281,52)−(3,5”x” 6”x” 2)}]=1402,8 m^(2 ) Curtain walls: (3,4 “x “ 7,5”) + (6 x “ 3,5”x” 2)+(“5x” 3,4”x” 2) = 101,5 m^(2 ) windows on 1 elevation=1”,8 x” 2,3 “x” 34 =140,76 m^(2 ) 140,76 “x” 2 = 281,52 m^2 Windows on side elevation= 4,14 “x” 6” x 2 = 49,68” m^2 Total window surface = 331,2m^2 Door=1”,0 x” 2,4 “x” 2 =4,8 m^(2 ) Roof =22,0” x” 16,0 −(7,”0x” 7.0+3.5”x” 7,0)=292,5 m^(2 ) #)Domestic Hot Water:

(∆T) [W]

#)Gas System:

Gas Consumption of new building Type

Number

Power[KW]

Boiler

1

11,42

11,42

Ventilation Transmission loss Linear loss Filtration loss

1 1 1 1

41,78 2,62 2,87 Total

41,78 2,62 2,87 58,69

Q refurbishedbuilding=m”x” C”x” (45−10)=100”x” 1320”x” (45−10)=4.62 Kw

V

=

= 6,5 m3/h

Total


3

15

45

4

6

15 15

65 65

45

14

15

55

25 25

4

+7,20

1

R4

25

55 12

05

1

25

Building Construction Details

25 25

25

R10

cement based cover mber

25

155

8

4

+6,83

1

stainless steel T profil vercal frame

fixa on of thermalinsulaon

R9 44

10cm extruded polistyren foam connected with glue stainless steel L shape element

insect net

R12

stainless steel horisontal rail

+6,39

-0,02 aluminium door

concrete cladding Soil

steel rail

+6,21

30

Gravel

+6,22

insect net

concrete panel

62

mber shader

6

13

Extruded thermal insulaon Austrotherm XPS foam

5

13

2 layers bitumenous waterproofing base concrete gap filled with 1cm EPS

+5,00

steel handrail

25 25

Extruded thermal insulaon Austrotherm XPS

-0,89

R3 10

25

1

1,00

25

glass baluster with steel frame

2 aluminium door

R3

resin

15

25

10

cement based bitumen glue

mber shader

R7

25

XPS foam

RC wall

concrete panel

-6,67

-6,67

R13

+4,00

1

12

12

20

XPS foam

insect net

Extruded thermal insulaon Austrotherm XPS foam

15

11

15

25

R9

60

35

67

fixa on of thermalinsulaon

RC strip foundaon

40

20

Gravel

65

+3,63

20

-7,02 20

25

concrete cladding

R.c screed

15

15

15

75

3

7

2

PVC waterproofing layer

liquid bitumen

12 12

R1

Compacted soil stainless steel rail

stainless steel L shape element

Synthec resin Self leveling mass

R2- underground wall 0,5cm 0,5 cm

Paint RC Wall

R3- undergroundd wall of parking 30 cm

Paint RC Wall

15 35

4 R1- underground floor

+3,08

R4- ceramic floor 30 cm

Ceramicles Glue

10

+3,23

stainless steel horisontal rail

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

Parquet PE foam

15

40

5

-7,47

10

5

40

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

Synthec resin Self leveling mass

R7- underground parking flo 0,5cm 0,5 cm

Synthec resin Self leveling mass


1

+7,20

10

R4

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

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

25

55 12

05

+24,74

8

+24,87

25

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

25 25

steel handrail

17

horisontal mullion of curtain wall

galvanized grid against insect

1

+6,83

15

4

45

15

20

15

7

Extruded thermal insulaon Austrotherm XPS foam

R9 R11

175

60

Extruded thermal insulaon Austrotherm XPS foam

3

195

glass cladding

20

85

20

85

Stone flooring Crushed stone

+24,02 steel L shape profile

Extruded thermal insulaon Austrotherm XPS foam

175

+6,39 stainless steel horisontal rail fixa on of thermalinsulaon

Thick bitumen waterproofing

base concrete

95

aluminium door

+20,03

10

15 cm RC a ck wall

IVANKAfine casng concrete panel

1

44

glass fiber mesh

stainless steel T profil

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

45

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

gap filled with 1cm EPS

305

Soil

105

25

stainless steel L profil

60

Gravel

+19,40

18

18

RC slab

Extruded thermal insulaon Austrotherm XPS foam

+19,22

9

Thick bitumen waterproofing

205

EPDM

+23,18

horisontal mullion of curtain wall

7

base concrete gap filled with 1cm EPS

R4

horisontal mullion of curtain wall

R8

25 cm RC loadbearing slab

1

175 40

Thermalinsulaon Austrotherm XPS 30 Thick bitumen waterproofing

2

12

1

30

gap filled with 1cm EPS

95

base concrete

30

+16,43

30

+16,38

8 mm drain sheet

25 25

RC wall

R2

resin

8 05 05

+16,13

05

11 R4

05 05

16

6 12 25

1

25

60

40

25

25

10

R8- terrace 0,5cm 0,5 cm

Stone les Crushed stone

30

R9- Conrete facade cladding 3cm 5-10 cm

40

30/40loadbearing beam

5

35

15

+16,43

15

Synthec resin Self leveling mass

silicon

Loadbearing Slab

R7- underground parking floor 0,5cm 0,5 cm

XPS 19 cm RC landing

Sound insulaon Rockwool Steprock ND

RC strip foundaon

60

-7,52

- resin floor

nthec resin f leveling mass

+16,80

05

35

-7,02 20

-7,09

stainless steel rail

+3,08

resin

15

PE foil 1 layer

-7,47

305 30

05

19

R9

15

25

drain pipe

65

+3,63

-6,87

30 295

05

6

20

12 12

-6,67

16

cement based bitumen glue

1-Foundation-Drainage 2-Movement Joint 3-movement Jointlower cladding detail 4-Wall Cladding joint 5-Balcony 6-intermediate floor joint 7-Floor Joint -door frame 8-10-Parapert Walls 11-Staircase

Loadbearing RC slab

R1

3

+4,00

extruded PS foam

gravel

R13

25 25

25

115

Crushed stone

+16,80

12 25

25

2

7

+16,78

Stone flooring

Paint RC beam

R10- Timber facade cladding 25 cm

Paint RC beam

R11- Green Roof 25 cm

Vegetaon and soil Synthec fleece

R12- Green Roof top of parking 30 cm 1 layer

Vegetaon and soil Synthec fleece

30 cm 1 layer


Construction Manangement

+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)

R

Doka KS XLIFE formwork of Shear walls

0.50

7.20

Concrete mixer

6.50

Scorpio 5RZ50 mobile concrete pump

= 25 m

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

3.70

1.00 3.70

3.70

3.70

excavator

22.51

stor age

Building line of the basement 1.00

(around the diged site)

B truck

o

toile t dre ssin g o

B

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

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

22.50

around the diged site 1.0

2.22

excavator

Perimeter of the exic building(pitched roof should be removed) Balustrade around the diged site

Fence

+7.50

(All around the site)

Security

Water meter

Transformer


+9.00

5% slope

Security

Peremeter of the new construc

Temporary parking

+7.50

0m

0 1,

R

=1

Fence

Insula

+7.50

Gravel

Insula

Peremeter of the new construc

formwork toilet

o

0m

dressing

9, 0

o

R=

storage

+7.50

formwork Water Concrete mixer

Legends Lightning Crane Axis Sepera Water Pipe Sewage Pipes

Scorpio 5RZ50 mobile concrete pump

Peremeter of the future sport hall

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

+7.50

Electricity Gas Pipe Reinforcement Balustrade around the diged site

A

A

R = 25

Doka KS XLIFE formwork of RC pillar

R = 35

m

m

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

Doka KS XLIFE formwork of Shear walls

Peremeter of the new construc +7.50

Security

Transformer Water meter


818

38

310

38

38

120

10

240

38

120

40

150

38

158

lino 4,58 m2

BATHROOM

15 cms base flagstone along the wall

15/15 cms ceramic tiles around the bath

671

10

8Ă&#x2014; 30.0= 2.40

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

washing machine cold water pipe laid in concrete floor

W 15 cms base flagstone along the wall 38 170

+1.50

stone 1,90 m2

LANDING

D.02

0,750 2,100 hot and cold water pipe layed in instrument panel

30

0,900 2,100 air

10

lino 1,32 m2

0,750 2,100

0,750 2,100

hot and cold water pipe layed in instrument panel

120

D.01

10 830

structure dilatation

150

+3.00

domstic boiler with double-wall chimney hot water storage tank

LOUNDRY

lino 1,44 m2

TOILET

0,900 2,100

1,100 2,100 1,100 2,100 1,100 2,100

468

38

stone 38,00 m2

435

STAIRCASE

38 120 10 1185 115 110 38

1 248

ceramic tiles 14,41 m2

KITCHEN

210

15 cms base flagstone along the wall

818 310 38

38

Covering floor plan 310

44

44

44

140 140

Internal Coverings (Flooring)

38


3rdYear@BME Task: To design the Interior floor covering of an excicting project. beside covering Threshold details had to be solved , same as priping in wet zones such as bathroom and kitchen. selection of profile and materials were up to me. - inner plaster (1.5 cms) - clay blocks wallstructure (38 cms) - inner plaster (1.5 cms)

L.02 layer order of slab

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

05 5 05 5 2 5 1

wedge

- 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)

- 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)

23

23

- 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)

L.02 layer order of slab

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)

05 5 05 5 2 5 1

L.02 layer order of slab

15

Transitions

15

L.02 layer order of load bearring wall

Autor:Zsuzanna Fulup

plaster expansion masonry mortar

D.03 Threshold

L.02 layer order of slab

- stone covering (3 cms) - adhesive and floor screeding - screed (4.5 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)

- 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)

12

05 5 2 5

05

skirting board fixed with glue expansion gap

1 23 15

23

23 15

15

15

13

05 165

295

2

- 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)

2

05 25

10

L.02 layer order of slab

11

15

3

05 05 2 45 25

edge expansion gap bearing insulation

15 cms base flagstone along the wall

05

15

14

27

L.02 layer order of slab

05 5 05 5 2 5 1

30

silicone jointer and joint filler

15

38

D.05 Transitions

30

1

15

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

L.02 layer order of load bearring wall

Threshold

16 5

1

plaster expansion

plaster expansion

masonry mortar floor screeding max. 20 mms thick of masonry mortar

Stair and Floor slab joint

load bearing wall; bathroom/ D.02 Load bearing wall in bathroom/kitchen


5,50

0,98

0,97

0,97

0,97

0,97

0,33

0,44

0,35

0,29 0,69

0,75

0,06

0,69

0,75

0,06

D.08

5/2.5 holdingstave

0,44

0,03 0,44

0,32

0,44

0,44

0,38 0,38

0,44

Internal Coverings(Ceiling)

A

0,75

0,06

0,69

0,75

0,06

e lev

D.07

4,07

0,06 0,69

d de en 0 p us 5.6 fs + lo

g ilin ce

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

0,06

0,19 0,03 0,44

2.5/5 main runner

0,03

0,57

0,13

1,100 2,100

0,06

0,72

0,75

adjustable wire 0,63

0,75

1,00

0,75

0,75 1,00 3,50

0,75 1,00

0,75 0,25 0,33

0,44 0,44 0,44

0,44

0,44

0,44 0,16

0,44 0,15 0,38

0,18

0,75

A

0,38

0,25

4,11

0,75

0,72 0,03 0,72 0,03

0,54

le ve l 1,100 2,100

0,38

Suspended ceiling plan

cross tee

0,03

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

0,72

DM110 hole in ceiling for placing spotlight

0,75

0,03

0,72

1,50

0,03

0,38

8,18

0,69

0,75

0,06

0,17

0,69

0,69

0,06

D.09

0,22


3rdYear@BME Autor:Zsuzanna Fulup

Task: To design the Interior floor covering, suspended ceiling of an excicting project. selection of profile and materials were up to me.

Suspended ceiling joint with load bearing wall

0,10

chock ceiling hanger 5/2.5 holdingstave woodplate (1.25 cms) swivel UW 30/30 perimeter molding along the wall separating band 6/40 plastic wall-plug masonry mortar

0,02

0,38

0,02

Suspended ceiling joint D.07 Suspending ceiling join with load bearing wall

Suspended ceiling level skiping

with load bearing wall

chock ceiling hanger

0,10

ceiling hanger 5/2.5 holdingstave woodplate (1.25 cms)

5/2.5 holdingstave

swivel

L profile

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

0,20

0,10

chock

max. 15 cm

swivel fixing against coming down reinforced gap woodplate (1.25 cms)

cross tee 2.5/5 main runner

0,02

0,38

0,02

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


Skeleton Frame Building

Task: To solve a 4 story high building from construction point of view. RC Skeleton frame and pad foundation were chosen as the main structure. Trespa panels was chosen for cladding, I like it since its colorful, flexible in size, thin and lightweight!

UNDATION S= 1:100 14,10

15

2,70

2,70

3,00

1

2

4

E

1,80 2,35 3,30

5. 50 10

6

7

R t= .C. s 15 lab cm

45

80

45

10

20 1,40 and 10section 1,30 Foundation plan

1

10 55

R.C . 15 slab cm

140/140

50

A

160/160

80 55

-2,87

75

-3,92

30

50

10

1,60

2

10

10

1,20

-3,32

2,70

50

1.

-2,87

30

2,50

60

3,75

10

10

30

30

45

-2,72

3,75

45 2

45

30

10

-1,25

45

5.

2,70

Fd

30

30

C30/37 column 30/30

Sh e 15 ar w cm all

25

-1,25

Sh e 15 ar w cm all

enlarged details S= 1:50 5

15 15

t=

3,00

5

8

2,70

14,10

7 30

10

1,35

2,70

70

1,35

30

70

2,70

15

6 3,75

10

3,00

5

30

10

4

3,75

1,40

15

3

30

1,70

D

140/140

Fb

2 2,70

B

10

160/160

10

1 30

1,70

R.C . 15 slab cm

Fa

30

50

10

t=

4,00

160/160

30

10

2,85

2,50

4,20

50

30

2,30

4,20

30

A

30 30

10

95

30

50

160/160

140/140

5 3,00

4,70

10 3,55

R t= .C. s 15 lab c 4,00m

50

R.C . 15 slab cm

A

440/170

30

50 2,50

t=

Fa

4,20 30

10

R t= .C. s 15 lab cm

30

180/220 30

1,20

2,00

-2,87

B

30 30

-2,87 10

4,50

4,50

4,70

-3,92 440/170

50

1 30

10

75

1,60

5,20

10

25

1.

25

1,05

30

30

15

15

4,70

10

13,60

2,20

3,80

30

30 10

3,00 13,60

C

2,00 4,50

3,80

3,60 10

R .C . t= 1 5 s la b cm 15

25

15

5,20

lab .s m R.C 15 c t=

Fd 15

8

10 10

10

170/170

10

30

b . s la R.C 15 cm t=

lab .s R.C 15 cm t=

10

15

45

140/140

30

50

-2,87

D 10

400/430 50

15

30 30

170/170

3,60

b . s la R.C 15 cm t=

3,80

15

4,10

E

15

-3,92 400/180

140/140

15 30

Fb

13,80

15

2,70

4,50

3,00

30

15

15

4,10

15


45

10 55 80 50 80 55

45 45

50

1,30

10

1,60

1

10

10

45

70 1,40

10

20

10

140/140

160/160

10

10 70

10 1,40

A

50

R t= .C. s 15 lab cm

2,50

60

10

t=

30

10

45 2

10

R.C . 15 slab cm

Fd

5

10

2

Enlarge Foundation plan

Plint Details

21

51

26

SCHÜCO SUNCONTROL SLIDING SHADER UNITS

138

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

SCHÜCO FW 60 TRANSOM

8

9

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

ALUMINIUM SHEET t=3mm purenit infill

silicone fill

5

83

8

9

8

1

03

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

5

1

00,0±

MAOFILOP mc 1 noitalusni

2 7

waterproofing THERWOOLIN

3

21,0-

COATED ALUMINIUM ELEMENT

73 02

dowel gniddalc apserT 23,073,0-

5

MacFox 150

eliforp T

Trespa cladding 478 08 08

4

17 4 1

1 1 1

30 30

8

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

8

71

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

8

0

4

051 xoFcaM

MacFox 150

1

8

03

5

03

5

1

1

lewod

dowel

lewod

htiw deilppus pag ria nimrev tsniaga ten

dowel

air gap supplied with net against vermin

eliforp "L"

152

cladding rivet

"L" profile

gninetsaf raenil revoc kcirb AKA mc 2,5 enots dehsurc mc 3 eceelf citehtnys RAPYT .gtr 1 dnidaol levar mc 21 lios gnilaes nocilis citsale %1 03

linear fastening 7+1 cm ROOFMATE insulation

1

7

06

30

1

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

1,2 cm 1,0 cm 7,0 cm 1 layer 3,0 cm 20,0 cm 0,5 cm 6 3

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

4

tevir gniddalc

30

7

4thYear@BME Autor: Zoltan Hunyadi

enlarged details S= 1:50 5

51

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

6

1


GENER

14,26 33

4,50

4,10

4,70

48

70

1,00

30

1,30

1,00

70

33

3,80

48

30

3,62

18

30

18

A

1,07

38

48

100 240

18 18 33

7

75 1,00 2,70 3,00

W1 W1 W1

4,70 1,30

1,00

1,18 30

4,10 3,80 3,62

3,00

30 30

18 18

33

1,06

1

1,16

1

1,00

1

1,28

1

1,00

1

1,16

1

95

1,06

1

1,00

75 1

1,00

1

W2

1

+11,40

8

33

+12,95

1 58

+11,40

1

+11,40

74

18

W2

W2

2,40

74

W2

74

6

+8,98

+8,98 1

1

8

+8,98 58

+8,63 +8,40

+8,40

4

1

1

+8,40

58

219

2,40

W2

108

10

W2

W2

W2

+5,98

+5,63 +5,40 8

W2

2,40

10

91

W2

W2

W2

+2,98

2,40

8

+2,98 1

1

+2,98 58

58

+2,63 +2,40

1

1,00

1

1

1,06

1

1,16

W2

1

1,00

1

1,28

1

W2

1,00

1

1,16

1

W2

1

1,00

1

1,00

1

+1,90

1,41

W2

108 -0,02

-0,02

-0,02 1

1

48

-1,24

-1,24

91

91

SCHÜCO ROYAL S65 window

-0,65

35

-0,37

6

92

1,06

35

10

71

1,00

2,40

1,01

2,40

10

+1,90

245

128

E

D 4,10

82

SCHÜCO FW 60 TRANSOM

Window Profile

10

42

+2,40

1

1

+2,40

+5,40

1

1

+5,40

1

1

+5,98 58

10

SCHÜCO ROYAL S65 window

2,40

W2

+5,98

58

71

2,40

245

10

SCHÜCO FW 60 MULLION

SCHÜCO SUNCONTROL SLIDING SHADER UNITS

Elevation

4,10

C 3,00

B 2,00

5,66

1,35 14,76 1,35 2,70 33

1

+12,95

2,39

W2

1

SCHÜCO FW 60 MULLION

W2

2,70

1,00 3,75 25

1,14

+14,40

+14,40

W2

1,00 75

1,41

1

+12,95

1,00 3,75 25 1,00 75 2,70 2,70 3,00 18 18

10

10

1

1,14

1,00

+14,40

2,39

138

1

58

10

26

9 Parapet Wall Details

1,00

A 4,50 4,50

30 30

1 Austrotherm xps 8cm

14,26

11

51

49

+15,64

+15,64

1

30 30

2 W1

C30/37 column 30/30

10

5

A

2,00

21

51

+15,64

1,01

30 30 75

4 3

W1 W1

38

C

1,00

D

B 1,18

SCHÜCO FW 60 MULLION

30 30

6 5

Austrotherm xps 8cm

pm90 pm90 pm90

10 2,90

Room

parquet 12,18 m2

POROTHERM 38 N+F

100 240

100 240

C30/37 column 30/30

10

38

38

W2

38

30 30

38 +6,00 30 +6,00

3,75

55 90 210

90 210 4,10

parquet 9,02 m2

pm90

2,90 10 3,75

Room

parquet 12,53 m2

Room

parquet 12,53 m2

10

D2

floor tiles 4,73 m2

1,10

55

10

10

Corridor

F 10

Room

pm90

10 55

D2

55 10

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

75 210

W

45 4,10

partition wall 10 cm

10 33

pm90

Room

parquet 12,18 m2

90 210

C30/37 column 30/30

90 210 10 1,10

floor tiles 4,73 m2

10

W

75 210 2,55 30 floor tiles 6,63 m2

Bathroom

2,55

10

Toilet

floor tiles 1,20 m2

1,20

floor tiles 6,63 m2

27 15 1,55

155/124

15 28 5 15

75

100 210 D1

+6,00

Kitchen+dining room

changing of floor cover

Bathroom

10 15 5

1cm Polifoam +6,00

15 5 10 2,40 10

5,40 parquet 20,39 m2

Living room

15 cm Shear wall

4,10

parquet 9,02 m2

4,10 10 1,10 10 1,20

Toilet

45

D1

100 210 5 15 2,40 1,10 15 5 10

15 cm Shear wall pm90 pm90

W1

floor tiles 1,20 m2

2,40 10

10 5 15 1,10 20

1cm Polifoam

Stairs

+4,50

parquet 14,40 m2

77 77

1cm Polifoam

77

10 W1

C30/37 column 30/30

Corridor

10 pm90

W1

Austrotherm xps 8cm W3

1,70 2,70

Room

floor tiles 15,78 m2

+6,00

changing of floor cover

F

5,40

pm90

W1

Kitchen+dining room

parquet 20,39 m2

B.60.50 R.C. beam C30/37

Living room

1,75 3,00 1,00 5,40 25 1,00 2,70 1,22 30 48

38

W2

30

14,76 2,70 2,40 2,40 30

6,50

+5,98

100 240 20

1,07

412

1,00

1,10

1,00 4,50 4,20

59 12

3,00

10

1,95

33

68

5,40 25

100 150

100 240 10

A

30 30

100 150

E

W2

W2 18 18

B

1,00

10

10

240 240

1,75

floor tiles 15,78 m2

2,20

18

8

75

15

5

D3 60

32

20

50

75 210

D2 10

30 30

48

4,20

28/150

2,20

38

38

30

18 18

10

30

30 30

1,20

D2

30

28

15

5

30

2,70

15

10

30

2 8 2

55

30

2

1,25

90 210

30

6

100 150

D1

30

20

100 150

2-3

1,25 110 220

28

100 150

15

20

B

1,28

ELEVATION S= 1:50

Architectural Floor Plan

"L" 20*20*2 profile

15

138

5 15 2

26

10

15

2,60

SCHÜCO FW 60 TRANSOM

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

10

THERWOOLIN COATED ALUMINIUM ELEMENT

3,50

2

48

6

50

+14,40

1,40

2

waterproofing

purenit infill

100 150

D3

purenit infill coated aluminium element

75 210

STEEL CANTILEVER t= 6mm

dowel

1,25

air gap supplied with net against vermin

D1

100 150

MAPEI MAPEFLEX AC-4 silicon fill

cladding rivet

90 210

100 150

15

100 150

10

30

dowel

60

8

1,00

1

D2

4

1,20

4

15

08

MacFox 150

5

+14,73

T profile

10

10

+14,93

D2

38

+14,96 2 cm PS. foam dilat.

55

6,50

+15,13

inzulation

10

40x40x5 cm concrete panel

Trespa cladding

2,20

7

15

15

5

8

10

1

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

4,20

4

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

100 150

33

18 18

10

100 240

W2 100 240

W2

Austrotherm xps 8cm

100 240 10

W2

96

W2

5+1 cm ROOFMATE insulation 4

38

3,00

30 1,00

1,5/30 mm alu fixing

08

10

2,00

4,20 1,95

+15,61

MacFox 150

30

+15,67

T profile

30

+15,70

5%

cladding rivet

18

air gap supplied with net against vermin

18

0,7 mm RHEINZINK cover

impregnated finewood

-1,24


2,70

5,40

30

30

8

0,7 mm RHEINZINK cover

8

air gap supplied with net against vermin 8 30

96

I

B

H

30

E

30

1,05

1,05

G

4,10

30

8

7

40x40x5 cm concrete panel

Trespa cladding +15,13

2,70

30

59

3,00

lab .s R.C 20 cm t=

2,40

30

90

15

412

3,80

30

68

inzulation

90

A

30

12

15 1,40

30

+14,96

2 cm PS. foam dilat.

15 cm Shear wall

+14,68

4

4

1

8

self drilling screw

8

30

2,70 3,00

4

30

2,70

20

+14,88 +14,40

51

4.

8

B

air gap supplied with net against vermin 051 xoFcaM cladding rivet

1,35

7

30

2,70

2,70

30

3,00

14,40

7

76

15

3,75

1,35

+15,64 8

6

+15,56 7 15 8

+14,68

0

4

4

1

8

"L" profile

03

4-CA XELFEPAM IEPAM llif nocilis

5

1

lewod

wood external door

gniddalc apserT

+15,63

+14,88

8

15

13,96

25

+15,64

3,75

5

20

A-A Section

30

4

01

15

3

82

Structural plan

A-A SECTION S= 1:50

2

+14,40

15

eliforp T

1

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

15

dowel 10

"L" profile

C30/37 column 30/30

30

28

4,35

4,50

30

28

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

4,20 30

J

08

MacFox 150

8

K

R. t= C. s 20 lab cm

R. t= C. s 20 lab cm

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

4,20

L

8

eliforp "L" htiw deilppus pag ria nimrev tsniaga ten

+14,40

tevir gniddalc

38

eliforp "L"

15

7

90

8

30

2,88

2,68

Room 8

2,68

rood lanretxe doow UPPER FLOOR

D2

Corridor

2,90

10

1,10

Bathroom

10

2,55

Bathroom 30

Corridor

2,55

10

1,10

Room 10

+12,95

2,90

30

8

90

7

15

8

6. +12,10

+11,88 32

+11,88

12

+12,00

4

Parapet Wall Details

D2

3.

8.

6.

20

+11,40

+11,40

+11,68

8

9

83

5

1

Room 38

3,00

2,68

2,68

7.

III. FLOOR

D2

Corridor

4,10

10

1,10

Bathroom

10

2,55

D2

Bathroom 30

Corridor

2,55

10

1,10

Room 10

4,10

38

3. 1cm polifoam 12

+9,00

+8,98

+8,98

+8,88 32

+8,68

3,00

II. FLOOR

D2

Room 38

+8,40

+8,68

2,68

2,68

20

+8,40

Corridor

4,10

10

1,10

Bathroom

10

2,55

D2

Bathroom 30

Corridor

2,55

10

1,10

Room 10

4,10

38

3. +6,00

+5,98

12

1cm polifoam

+5,98

32

+5,68

3,00

I. FLOOR

D2

Room 38

+5,40

+5,68

2,68

2,68

20

+5,40

Corridor

4,10

10

1,10

Bathroom

10

2,55

Corridor

2,55

llis muinimula

D2

Bathroom 30

10

1,10

Room 10

4,10

llif nocilis

wercs gnillird fles

enots emil mc 42/3 revoc

38

3. +3,00

12

+2,98

1cm polifoam

20

+2,68

eliforp "L"

+2,40

+2,68

28

+2,40

+2,98

+2,88 32

1cm polifoam

3,00

2,68

2,40

Room 38

GROUND FLOOR

D2

Corridor

4,10

10

1,10

Bathroom

10

2,55

D2

Bathroom 30

Corridor

2,55

10

1,10

06 xoFcaM

Room 10

4,10

38

2.

2*.

2*. -0,02

-0,12

lewod

20

8

1,12

8

30

2,72

2,40

2,12

C30/37 column 30/30

5

2,70

-1,24

BASEMENT 30

3,75

30

3,75

30

2,70

30

Resin Mortar Concrete

1,0 cm 1,0 cm 6,0 cm

gniddalc apserT 8

5

0

4

4 9

1

83

5

1

9

83

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

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

5

1

Lower window

-3,92

6 1,35

4

1,70

2*.

20

30

5 15 6

25

1,20

20

1.

1,60

8

-3,32

75

7

LAYERS:

1,12

8

-2,72

10

65

50

8

5.

1. -2,72

-2,87

eliforp T

-0,60

-0,32

28

-0,60

32

20

12

Âą0,00

-0,02

F+N 83 MREHTOROP

02

tevir gniddalc

45

15

30

4,50

T profile

A

+14,88

C30/37 column 30/30

B.60.50 R.C. beam C30/37

C30/37 column 30/30

5,55

4,70

155/124

F

5,40

15

8

8

30

15 27

1,55

1

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

20

90

15

4

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

15

29

28

4

20

30

2,00

A

15

5+1 cm ROOFMATE insulation 08

R .C . sl ab t= 20 cm

C

1,5/30 mm alu fixing

13,90

2,40

R .C . sl ab t= 20 cm

4,70

13,90

3,00

lab .s R.C 20 cm t=

+15,56

MacFox 150

15 2 15 15 1,28

5,55

1,70

30

+15,62

B.60.50 R.C. beam C30/37

30

90

lab .s R.C 20 cm t=

C 1,10

30

8

+15,66

cladding rivet

1,60

D

30

4,10

3,80

D

5%

T profile

15 cm Shear wall

lab .s R.C 20 cm t=

impregnated finewood

30

b sla C. m R. 20 c t=

15

5,40

2,20

8 15

30

E

A

3,00

30

C30/37 column 30/30

B

2,70

2,40

30

30

15

2,70

2,00

8

14,40

3,00

B

15

Floor tiles Mortar Screed

2,20

1,2 cm 1,0 cm 7,0 cm

2

2,00

4.

Gravel Fleece(protection layer) Austrotherm Xps

2,20

5,0 cm 1 layer 12,0 cm

7.

1

1,70

1,35

Trespa cladding air gap PE foil

0,8 cm 4,0cm 1 layer

1,60

3-2


Industrial Hall Building

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.

0.10

10m

6.20

90 210

0.10

Exporting 2

90 210

10.00 m²

0.10

10 Exporting

180 210

180 210

B

180 210

9

17.80

300 300

Gate Door

18.20

6.20

60/40

8 Entrance Door

0.10

36.70

2.85 90 210 0.10 3.02

Workshop 2 85m

0.00

15.85 180 210

90 210

6m

A

0.10 450m 0.00

5.83

48.20

0.27 10.00

0.10

0.60

D 5.40

0.60

36.50

6.00

E 5.40

40/40

Gate Door

6.00

0.60

0.60

Pillar to support Gate Door

6.00

F 5.40

300 300

40/40

6.00

C 5.40

90 210

0.10

300 300

5.79

6.00

B 0.60

0.15

24m

0.10

6.00

A 5.40

Service 2

90 210

0.10 1.44

4.02

2.74 90 210

12m

Kitchen 2

0.10

6m

7m

7m

6.00

90 210

Storage 2

0.10 1.33 1.33

WC2

0.10

90 210

WC2

4.02

90 210

90 210

0.15

90 210

Storage 2Area

40m

5.83

WC2

0.10

90 210

6.30

90 210

17m

180 210

2.40 0.10

Reacharger 2

Heating Room 2

8m

0.00

180 210

0.10 5.10

90 210

40/40

6m

20m

0.60

0.00

29.60

90 210

Office 2

0.27

300 0.00 300 0.10

Gate Door

2.63

60/40

6.00

40/40

0.00

Presentation Room 2

2

60/60

90 210

2.73 0.10

0.50

90 210

2.46 0.10

2.73

14m

4.87

5.65

42.45

40/40 90 210

90 210

5.00

10.10

0.10

14m

1

30

166m

Main Cassa 2

3 Q

60/60

Shopping2 Area

90 210

2.59

17m

Manager 2Office

4.70

8.00 m²

Importing

A

A

0.10 0.10 1.01 1.50

Admin 2

0.10

4.00

5

4 90 210

90 90 210 210

90 210 1.79

60/60 90 210

40/40

0.10

0.10

1.70

4.50

18.30

WC

90 210

6

60/60

29m2

1.58

0.00

5.10

75 210 0.10 3.31 0.10

7

60/60

0.00

90 210

G31

Pillar to support gate door

300 240

6.10

G32

40/40

Importing 2

18.36

40/40

5.75

G 5.40

0.60

H 5.40

0.60

0.60 0.60

5.65

6.00

1.25

6.00

J

I1 I2 5.10

5.05

0.60

6.00

K 5.40

0.60

6.00

L 5.40

0.60

6.00

M 5.40

0.60

6.00

N 5.40

0.60

6.00

P

O 5.40

0.60

5.94

Q 6.06

0.40 55.14

41.73

96.87

Architectural Floor plan

sein SIRJANI

B

VFXM1M

Architectural Floor Plan

00

n 6 - Building System Methodology

tan HUNYADI

2011-10-26

Name:

Rasoul Daryanavard

L8D6OA

Architectural Floor Plan Drawing scale:

1:200

Building Construction 6 - Building System Methodology Consultant:

Sections

Elevation

Daniel Bakonyi

2014-03-28


5thYear@BME Autor: Dr.Zoltan Hunyadi

B 60/60

60/60

60/60

Girder (main beam)

6.20

Girder (main beam)

Pillar to support facade Panels

Sandwich Panel Wall system edge

gated

Gate Door

gated

Me 0.75m m -15 tal Sh .00cm eet

Me 0.75m m -15 tal Sh .00cm eet

Corru

Purlin (secondary beam)

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated Corru

Corru

gated

gated

Me 0.75m m -15 tal Sh .00cm eet

Me 0.75m m -15 tal Sh .00cm eet

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

gated

Me 0.75m m -15 tal Sh .00cm eet

Corru

Purlin (secondary beam)

G32

Purlin (secondary beam)

8

Roof coveringCorrograted sheet

6.10

loading area roof Covering Corrograted Sheets + soft water prof. (No thermal ins. is needed!)

Corru

gated Corru

Purlin (secondary beam)

Corru

gated

Me 0.75m m -15 tal Sh .00cm eet

Me 0.75m m -15 tal Sh .00cm eet

6.20

18.50

9

Roof coveringCorrograted sheet

+th. ins. +soft water prof.

G31

60/60

40/40

60/60

60/60

+th. ins. +soft water prof.

60/60

1.20

7

1.20

Pillar

Pillar

Girder (main beam)

Dilatation

3

llow

Flo nel Pa 0cm core4cm-12

ori

ng

0.2

Corru

0.75m m

gated

Metal

Metal

-15.00 Shee t cm

-15.00 Shee t cm

Purlin (secondary beam)

Corru

0.75m m

gated

Metal

-15.00 Shee t cm

Corru

0.75m m

gated

Metal gated Corru

Corru

0.75m m

0.75m m

gated

Metal

-15.00 Shee t cm

-15.00 Shee t cm

Metal gated

0.75m m

Corru

Corru

0.75m m

gated

Metal

-15.00 Shee t cm

-15.00 Shee t cm

Metal

Purlin (secondary beam)

Corru

0.75m m

gated

Metal Corru

0.75m m

gated

Metal

0.75m m

Purlin (secondary beam)

Corru

-15.00 Shee t cm

-15.00 Shee t cm

-15.00 Shee t cm

gated

Metal gated Corru

Purlin (secondary beam)

Corru

0.75m m

0.75m m

gated

Metal

-15.00 Shee t cm

-15.00 Shee t cm

Metal

-15.00 Shee t cm

Corru

0.75m m

gated

Metal

0.75m m

Corru

Sandwich Panel Wall system edge

60/60

60/60

60/60

Edge Beam

A

Edge Beam

(Perimiter Beam)

(Perimiter Beam)

0.75 ted mm Met -15. al 00 She cm et

Cor

ruga

0.75 ted mm Met -15. al 00 She cm et

Cor Pillar to support Gate Door

Gate Door

Edge Beam

ruga

0.75 ted mm Met -15. al 00 She cm et

ruga Cor

Cor

ruga

0.75 ted mm Met -15. al 00 She cm et

0.75 ted mm Met -15. al 00 She cm et

ruga Cor

Cor

ruga

0.75 ted mm Met -15. al 00 She cm et

0.75 ted mm Met -15. al 00 She cm et

ruga Cor

Cor

ruga

5.00

Cor

ruga

2

10.10

0.75 ted mm Met -15. al 00 She cm et

5.10

Q

Ho

0.75 ted mm Met -15. al 00 She cm et

P

Purlin (secondary beam)

0.60 2.60

Edge of upper floor Beam

1.20

A

Shear Walls

1.20

4.70

A

gated

Metal gated

0.75m m

Corru

1.20 1.20

4.50

4

-15.00 Shee t cm

-15.00 Shee t cm

1.20 1.20 1.20

Hollo

1.20

3%

1.20

w co 0.24 re Pane cm-1 l Fl 20cm oorin g

1.20

1.20

5.10

5

18.30

ea

Slope Cove

load ing ar

pe

Purlin(Secondary Beam)

4.00

r Ro of

6 Pillar to support upper floor beam and facade Panels

Beam Beam)

e:

60/60

10

1 6.00

6.00

A

6.00

B

0.60

5.40

5.40

(Perimiter Beam)

6.00

C

0.60

6.00

D

0.60

5.40

6.00

E

0.60

5.40

Sandwich Panel Wall system edge

Edge Beam

(Perimiter Beam)

6.00

F

0.60

5.40

5.75

G

0.60

5.40

0.60

H

0.60

5.40

5.65

6.00

5.10

6.00

J

I1 I2

0.60

1.25

5.05

0.60

6.00

K 5.40

6.00

L

0.60

5.40

0.60

6.00

M 5.40

6.00

N

0.60

5.40

0.60

6.00

P

O 5.40

0.60

5.40

Q

0.50

5.44

0.50

55.14

Amir Hossein SIRJANI

B

Structural plan

VFXM1M

wing Name: Structural Floor plan B Gully

3%

Gully

60/60

3%

3%

3%

3%

Name:

3%

3%

Gully

Rasoul Daryanavard 3% 3%

L8D6OA

Structural Floor Plan Drawing scale:

6.00

1:200

Consultant:

5%

5%

5%

8.76

Building Construction 6 - Building System Methodology 5%

5%

5%

5%

5%

Gully

60/60

3%

5%

6.20

5%

3%

Daniel Bakonyi

2014-03-28

5%

5%

5%

5%

Purlin (secondary beam)

5%

5%

5%

5%

5%

Purlin (secondary beam)

5%

Purlin (secondary beam)

5%

8.76

5%

5%

5%

6.10

5%

G32

5%

8

Purlin (secondary beam)

6.20

18.50

9

3%

Girder (main beam)

6.00

Sandwich Panel Wall system edge

Gully

Gully

3%

5%

60/60

3% Girder (main beam)

5%

3%

5%

Gully

60/60

3%

5%

3%

5%

2011-10-26 10

Gully

Gully

60/60

3%

3%

Gully

60/60

3%

3%

Pillar

Gully

60/60

3%

0.97

G31

7

3%

Gully

Gully

3%

3%

3%

Pillar

3%

3%

Gully

Gully

60/60

3%

3%

3%

3%

3%

Dilatation

5.10

Girder (main beam)

5%

5%

5%

5%

5%

5%

5%

5%

5%

5% 5%

8.66

5% 5%

5%

5% 5%

5%

5%

4.00

5%

6

5%

Sandwich Panel Wall system edge

Pillar to support upper floor beam and facade Panels

Gully

3

Gully

60/60 3%

Gully

60/60

3%

3%

Gully

60/60

3%

3%

3%

3%

3%

5%

5%

A

Gully

(Perimiter Beam)

3%

Purlin (secondary beam)

Sandwich Panel Wall system edge

Edge Beam

Gully

60/60

(Perimiter Beam)

5%

5%

5%

Edge Beam

Gully

3%

3%

3%

5%

5%

9.61

5%

5%

5%

2

5%

5.10

3%

0.97

A

5%

5%

5%

5% 3%

Purlin (secondary beam)

5% 3%

5%

8.66

5%

Purlin (secondary beam)

5%

4.50

5%

3%

4.70

4

Purlin (secondary beam)

5

18.30

Sandwich Panel Wall system edge

5.00

Dr. Zoltan HUNYADI

10.10

sultant:

Gully

5%

1:200

5%

ing Scale:

ing Construction 6 - Building System Methodology Gully

Edge Beam

Edge Beam

(Perimiter Beam)

1 6.00

A 0.60

6.00

B

6.00

C

12.00

(Perimiter Beam)

6.00

D

6.00

E

6.00

F

18.00

6.00

G 5.40

5.75

H 6.60

0.60

5.65

6.00

J

I1I2 5.10

6.90

6.00

K

6.00

L

6.00

M

6.00

6.00

N

6.00

P

O

35.40

0.60

Q 5.50

0.40

55.14

B

Roof Inclination plan Name:

Rasoul Daryanavard

L8D6OA

Roof Plan Drawing scale:

1:200

Building Construction 6 - Building System Methodology Consultant:

Daniel Bakonyi

2014-03-28


21

1.20

0.64

Gypsum Board partition wall 15 cm

Area: 1600m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print:

90

210

2

A4 Shopping Area

50

0.00

0.30

60/60

60/60

Area: 6m2 Flooring: Ceramic tile Ceiling: gypsum board Foating:Ceramic Wall print: Paint

60/60

60/60

50

0.30

30cm Masonary wall

0.30

210

1

5

3

2.05

2.50 A6 Heating Room

D12

90

0.30 0.21

90

D1

D11

0.30

3

0.104

8

7

1.89

2.05

Area: 6m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print: Paint

Gypsum Board partition wall 10 cm

30/30

0.30

0.52

0.00

0.10

3.19 A7 400V Room

1.90

6

9

11

0.10

0.30

0.27

Shear wall Concrete 20 cm

0.00

D13

0.00

RC sandwich panel 27 cm

180

18

19

22

Turning line

0.13

10*0.3=3.00 m

YTONG

30cm Masonary wall

0.17

0.20

0.16 1.15

0.17

RC Pillar

0.30

1.44

1.15

10*0.3=3.00 m

+1.18

4.86

20

15

16

17

13

14

12

1.15

3.32 0.13

Turning line

2.51

2.46

A

1.54

10

0.40

0.27

40/40

30/30

210

210

40/60 4

2.70

A1 Storage Area

A8 Peresentation Room Area: 40m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print: Paint

Area: 450m2 Flooring: Resing Ceiling: gypsum board Foating: Ceramic Wall print: Paint

5.93

5.93

150

4.94

445

W4

Sill 0.90

4.45 4.90 5.10

2.70

0.00

0.00 6.30

11.42 C shape Studs (each 60cm) fixed at bottom and top by horizontal rails

0.00

0.00

6.54

B

0.15 2.94

90

0.00

210

540

0.27 2.03

D

6.10

5.40 6.00 5.40

0.60

6.00 5.40

0.60

D Drawing scale:

Architectural Floor Plan

30/40

E

10.52

0.60

C

9.75

60/60

D2

C

2.74 6.00 5.40

B

of parapet wall Neptun codeEdge : L8D6OA

0.15

5.85

Area: 24m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print: Paint

Sill 0.90

B

0.60

Metal Flashing

Rasoul Daryanavard

A3 Service

W1

Sill 0.90

3.11

6.00 5.40

Enlarged Architectural GF plan A 9.80

0.00

0.27

274

0.27

0.27

0.27 4.12

0.10

150

150

412

2.93

0.15

0.15 45 D3

2.79

W2 W

0.27

0.27

A 0.87 0.27 0.60

Area: 6m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic

0.10Wall print: Paint 1.78

B

Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print:

Sill 0.90

D1

210

A2 Storage Area

Area: 12m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic Wall print: Paint

D2

0.15

75

A10 Kitchen

1.1

60

1.08

50

0.15 0.15

4.02

1.43 Area: 15m2

210

W3

1

sectional Gate

D8 D4

D7 75

0.30

90

3.58

A11 WC

0.15

2.59

0.00

1.71

210

40

D6 210

1.33 0.10

116

0.00 210 D9

3.51

4.02

0.15

75

45

210

4.02

5.77 5.10 5.00

D5

90

Area: 20m2 Flooring: Parquet Ceiling: gypsum board Foating: Timber Wall print: Paint

4.72

90

0.15 D10

50

15

0.50

210

15

0.15 A9 Office

0.27

KNUAF wall board (gypsum board 1,25mm)

90

C shape Studs (each 60cm) fixed at bottom and top by horizontal rails

210

(gypsum board 1,25mm)

Name:

0.58

KNUAF wall board

0.27

2

0.40

0.30

150

0.27

1:50

0.67

0.40

E

Building Construction 6 - Building System Methodology

Consultant:

Daniel Bakonyi

2014-05-16

L4 0.235

9.05

Edge Beam

8.40

1.00

8.40

8.40

1.40

8.25

0.495

8.75

D3

7.00

7.00 6.75

7.00

Purlin

6.50

Purlin

60/100

D4

Purlin

60/100

Purlin

60/100

60/100

Short Girder 60/140

RC beam

Suspended Ceiling

2.90

Steel bars

Short Girder 60/140

Gypsum board

5.25

3.75

6.80

(keeping the wall in place)

L5

3.62

7.00

3.44 3.14 3.32

L beam

2.25

(supporting int. floor slab) 1.81

+0.75

1.85

0.1 4

1.55

Dilatation

+0.75

L1

Dilatation

6*6 m

Foating Panel 0.00

3.00

On-site concrete support LEIER Quartz garden border

0.15

0.15

Dilatation

6*6 m

Dilatation

6*6 m

L2

L3

0.15

6*6 m

0.15

0.15

+75.65

-1.00 -1.40

-2.00

-1.40

-1.40

D5

-2.00

L1

LEIER Flora paving stone 16*22* 6 cm Grit or sand bed 4 cm Compacted gravel filling 25 cm holder and filter frost protection 1LYR

L2

Resin Concrete slab C25/30 steel fiber reinforcement 30-35 kg/m PE foil min 0.15 mm thinck Crushed, compacted stone bedding

1 cm 20 cm 2LYR 35 cm

L3

Ceramic tiles adhesive glue Screed PE foil Mineral wool th. ins.

2 cm 1 cm 6 cm 1LYR 4 cm

L4

PVC water proofing rock wool thermal ins. Vapor barrier Corrugeted sheet

1LYR 15 cm 1LYR 15 cm

L5

Ceramic tiles adhesive glue Screed PE foil Mineral wool th. ins.

2 cm 1 cm 5 cm 1LYR 2.5 cm


RC pillar

0.40

4

RC pillar

RC pillar

40/60

40/40

30/30

22

90

210

Name:

Rasoul Daryanavard

Name:

Rasoul Daryanavard

D15

2.90 D16 210

90

D16

0.235

1.00

0.495

Dilatation

Steel bars

6*6 m

L2

3.00

0.15 +53.10

6*6 m

L2

Dilatation

6*6 m

6*6 m

0.15

L2

0.15

0.27

150

0.60

L1

L1

L8D6OA

+53.10

LEIER Flora paving stone 16*22* 6 cm Grit or sand bed 4 cm Compacted gravel filling 25 cm holder and filter frost protection 1LYR

LEIER Flora paving stone 16*22* 6 cm Grit or sand bed 4 cm Compacted gravel filling 25 cm holder and filter frost protection 1LYR

BIntermadiate floor plan + Structural Section B

L2

+53.10 Resin Concrete slab C25/30 steel fiber reinforcement 30-35 kg/m PE foil min 0.15 mm thinck Crushed, compacted stone bedding Compacted soil

L4

1 cm 20 cm 2LYR 35 cm

L2

L2

L3

Resin 1 cm Concrete slab C25/30 20 cm steel fiber reinforcement 30-35 kg/m PE foil min 0.15 mm thinck 2LYR Crushed, compacted stone bedding 35 cm Resin Compacted soil 1 cm Concrete slab C25/30 20 cm steel fiber reinforcement 30-35 kg/m PE foil min 0.15 mm thinck 2LYR Crushed, compacted stone bedding 35 cm Compacted soil

Drawing scale:

Ceramic tiles adhesive glue Screed PE foil Mineral wool th. ins. waterproof membrane Base slab Gravel

1:50

Dilatation 6*6 m

Foating Panel

LEIER Quartz -1.40 +0.75 garden border

+75.65

LEIER Flora paving stone 16*22* 6 cm Grit or sand bed 4 cm Compacted gravel filling 25 cm holder and filter frost protection 1LYR

On-site concrete support 0.00

Dilatation

6*6 m

L1

LEIER Quartz garden border

+53.10

Dilatation Dilatation

0.00

+0.75

L1

0.15

-0.10

Dilatation

210

90

4.02

4.02

0.15 4.02

4.02

0.27

150

412

Foating Panel

3.14

6*6 m

0.30

0.30

6.00 5.40

6.00 5.40

Neptun code:

1.40

D15 210

90

1

50 0.15 50

0.15

Enlarged Architectural Intermediate Floor plan

Steel bars

2 cm 1 cm 6 cm 1LYR 4 cm 1LYR 12 cm 25 cm

L4

L4

0.00

PVC water proofing rock wool thermal ins. Vapor barrier Corrugeted sheet

1LYR 15 cm 1LYR 15 cm

PVC water proofing rock wool thermal ins. Vapor barrier Corrugeted sheet

1LYR 15 cm 1LYR 15 cm

PVC water proofing rock wool thermal ins. Vapor barrier Corrugeted sheet

0.15

On-site concrete support -2.00

L1

0.15

-0.10

Neptun code: 4.12

60/140

3.44

Dilatation

0.15

0.27

2.93

Short Girder

3.44

B 412

0.87 0.27 0.60

60/100

6.50

6*6 m

0.00

A Daryanavard Rasoul

Purlin

RC beam

Sill 0.90

Name:

7.00

40/80

6.80

60/140

3.14

0.00

D17

50

4.12

Purlin 60/100

Short Girder Short Girder 60/140

W6

W6

Edge Beam Purlin

(keeping the wall in place)

L3

5.80

0.27

0.27

210

Sill 0.90

2.93

0.87 0.27 0.60

1

60/100

8.40

7.00

(keeping the wall in place) (movement is allowed) filled with mineral wool

3.44 D17 3.32

0.27

A

8.40

6.80 6.50

Purlin 7.00 60/100

RC beam

1.55 90

0.27

4.02

5.77 5.10 5.00 0.27

-2.00

-1.40

D5

0.00

Area: 20m2 Flooring: Parquet Ceiling: gypsum board Foating: Timber Wall print: Paint

-1.00

Purlin

60/100

50

4.02

0.15

A9 Office

0.27

1-1.40

1

22 2

2.20 2

0.15

2.20

90

0.15

0.15

40/80

L5

0.1 4

5.77 5.10 5.00

L1

0.00

6.80

Edge Beam

Purlin

L4

3.14 (keeping the wall in place)

5.80

Foating: C shape StudsTimber (each 60cm) Wall print: fixed at bottom and topPaint by horizontal rails

+0.75

5%

7.00

Short Girder 60/140 8.75

0.30

1.16

210

0.15

Area: 20m

closing gap

9.00

60/100

Purlin

0.60

1.85

KNUAF board Flooring:wall Parquet (gypsum board 1,25mm) Ceiling: gypsum board

Metal Flashing Edge of parapet wall (movement is allowed) filled with mineral wool

Purlin

L beam

2

LEIER Quartz garden border

9.80

(supporting int. floor slab)

A9 1.81 Office

0.27

2On-site concrete support

1

RC beam closing gap

40/60

2.25

+0.75

0.60

5.43

board (gypsum 0.00 board 1,25mm)

E

3

8.40

0.15

8.27

Area: 40m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic 3.62 wall Wall print: Paint KNUAF

D

L4

5%

Gully

5%

0.30 50 0.30 1.16

30cm Masonary wall

40/60 Peresentation Room

RC pillar

Foating Panel

L4

Gypsum board

RC A8 pillar

3.75

C

9.00

8.40

0.86

70 0.10

0.10

Edge of parapet wall

8.75

Suspended Ceiling

W5

Sill 0.90

5.10 0.40

150

21

20

18

17

19

2.46 3

4

2.46 3

0.15

4

6

5

5.00 0.00

Steel bars

2

Gypsum Board Gully 9.80 partition wall 15 cm

0.30

50

0.86

5.25

445

5%

Gypsum Board partition wall 10 cm

21030cm Masonary wall

C shape Studs (each 60cm) fixed at bottom and top by horizontal rails

0.40

0.15 21

20

19

6

5

17 7

8

18

15 9 8

7

Area: 40m2 Flooring: 6.50 Ceramic tile Ceiling:5.14 gypsum board Foating: Ceramic Wall print: Paint

D4

6.80

90

A8 Peresentation Room

Shear wall Concrete 20 cm

7.00

150

Hand Rail 90

0.10

5.00

5.43

Sill 0.90

445

B

RC sandwich panel 27 cm

Edge of parapet wall

0.15

6.75

0.30

YTONG

D14

Area: 6m2 Flooring: Ceramic tile Ceiling: gypsum board Foating: Ceramic 7.00 Wall print: paint

8.27

6.80

3

0.27

5.04

1.44

70 0.00

0.13

1 Metal Flashing

RC Pillar

D14

210

5.14

8.40

A7 400V Room

D3

0.27

16

13 11

9

11

0.008.75

8.25

0.27

Edge Beam

5.10

14 10

12

0.27

10

1.15

0.15

0.27

16

2.46

0.16 1.15

2.46

400V Room

Gypsum Board partition wall 15 cm

Hand Rail

0.10

5.04

Gypsum Board partition wall 10 cm

3

0.17

Area: 6m2 0.17 Flooring: Ceramic tile 10*0.3=3.00 m Ceiling: gypsum board Foating: Ceramic Wall print: paint 9.05

W5

4.86 0.30

3

3.32

Shear wall Concrete 20 cm

40/40 0.13

10*0.3=3.00 m

+1.18 A7

9.80 9.75

4.45

30/30

A

RC sandwich panel 27 cm

0.00

RC pillar

10*0.3=3.00 m

0.13 0.00 Metal Flashing

YTONG

0.17

RC pillar 0.17

RC Pillar

0.30

1.44

10*0.3=3.00 m

40/60

1.54

0.16

2.46

A

15

0.13

RC+1.18 pillar

0.27

4.45

3.32

1.15

0.40

4.86

0.30

0.27

14

12

1.15

1.54

0.15

2.46

A

4

13

0.27

-1.40

L5

1LYR 15 cm 1LYR 15 cm

Building Construction 6 - Building System Methodology

-2.00

-1.40

Consultant:

-2.00

Ceramic tiles adhesive glue Screed PE foil Mineral wool th. ins. Rainforced concrete Hollow core panel Plaster

2 cm 1 cm 5 cm 1LYR 2.5 cm 5cm 16 cm 1cm

Daniel Bakonyi

2014-05-16

0.60

L8D6OA

Neptun code:

L8D6OA

Intermadiate floor plan + Structural Section B

Structural Section A

Drawing scale:

1:50

Upper and Lower windiw Detail

Drawing scale:

Building Construction 6 - Building System Methodology

1:50

Building Construction 6 - Building System Methodology

Consultant:

Daniel Bakonyi

Consultant:

2014-05-16

Daniel Bakonyi

2014-05-16


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


rasouldaryanavard@gmail.com http://issuu.com/rasouldary Permanent Address: 1081 Budapest - Kiss Jozsef Street 15/3rdfloor-19 - Hungary

Technical Portfolio Rasoul DARY  
Technical Portfolio Rasoul DARY  
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