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
noitalusni ETAMFOOR mc 1+5 2
7
14
gniddalc apserT mc8,0 pag ria mc0,4 liof EP reyal 1 noitalusni pxe mc0,4 08 h-tA mrehtortsuA mc 0,8 llaw aicsaf etercnoc mc 0,51 teehs nemutib foorpretaW reyal 2 mc 1+5 noitalusni lamrehT etamfooR
51
8
1
4
4
8
0
86
lenap etercnoc mc 5x04x04
gniddalc apserT 31,51+ 5
9
21
noitaluzni
69,41+ 39,41+ 8
.SP mc 2 .talid maof
02
02
37,41+
eliforp T 5
1
03
4-CA XELFEPAM IEPAM llif nocilis
8
1
4
4
8
0
lewod
tevir gniddalc 51
04,41+
htiw deilppus pag ria nimrev tsniaga ten
lewod llifni tinerup MUINIMULA DETAOC TNEMELE
6
muinimula detaoc tnemele
2
gnifoorpretaw
2 6
06 WF OCÜHCS MOSNART
llifni tinerup
2
02
NILOOWREHT
2 8 2
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82
051 xoFcaM
82
REVELITNAC LEETS mm 6 =t
eliforp 2*02*02 "L"
8
6
5
831
62
15
31
2
1
83
9
06 WF OCÜHCS NOILLUM
12
11
15
01
94
NOILLUM 06 WF OCÜHCS
33
81
912
6
4
17
542
801
17
542
01
801
01
wodniw 56S LAYOR OCÜHCS
01 01 01 84 29
wodniw 56S LAYOR OCÜHCS
6
Pr
821 24
ev
MOSNART 06 WF OCÜHCS
01
ie
NOILLUM 06 WF OCÜHCS 01
w
STINU REDAHS GNIDILS LORTNOCNUS OCÜHCS 831
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