PORTFÓLIÓ
KENDI
CSABA
2022
KUND
TARTALOM
OO
BEMUTATKOZOM
O1
Saját munkáim EGYETEMI MUNKÁIM
O2
Többlakásos épületek
O3
Iparosított építéstechnika
O4
Többszintes lakóépületek
O5
Renováció és bővítés SZAKMAI GYAKORLAT
O6
Brentwood
O7
NIO House
O8
VIA Oslo
O9
DIPLOMA MUNKA
OO
KENDI CSABA KUND BEMUTATKOZOM
OO KENDI CSABA KUND
RÖVIDEN RÓLAM 1998. szeptember 2.-án, Hódmezővásárhelyen születtem, ahol egészen a gimnáziumi éveim végéig élhettem a gondtalan gyerekkoromat. Az építészettel édesapámon keresztül ismerkedhettem meg, aki a mai napig a szakmában dolgozik, és akinek az életén keresztül az mindig is nagy hatással volt rám, így már egészen fiatal koromban sejtettem, hogy én is ezzel szeretnék foglalkozni. A gimnáziumban töltött idő csak megerősített ebben az irányban, hiszen ott a matematika és fizika tantárgyak bizonyultak az erősségeimnek, és a vonzalom a tervezés és alkotás iránt is megért bennem. Ezekből kifolyólag, az érettségi vizsgák és egy a sportolói élet irányába mutató rövid kitérő után elkezdtem az egyetemi tanulmányaimat Dániában a VIA University College tanulójaként Architectural Technology and Construction Management szakon. Az említett képzésem a műszaki tartalomra és a megvalósíthatóságra tette a hangsúlyt. Munkáim során nem voltak elhanyagolhatóak az energetikai, épületgépészeti, tűzbiztonsági és hangtechnikai szempontok sem, így minden projektem ezek figyelembevételével együtt jött létre.
ELÉRHETŐSÉG +36 30 239 0694 kendicsaba028@gmail.com Skype név: kendicsaba028 Attila utca 2, Pécs, 7624
OO BEMUATKOZOM
SOFTWARE ISMERETEK
Revit
ArchiCAD
SketchUp
InDesign
Photoshop
Lumion
Ms Project
AutoCAD
Ms Office
ARS POETICA
NYELVTUDÁS
A célom a tanulmányaimmal azon ismeretek és képességek elsajátítása, amelyek olyan szakemberré formálnak, aki képes az épített környezet formájában alakot adni annak az érzékeny harmóniának, ami elengedhetetlen ahhoz, hogy a társadalom életterét az azok felhasználói számára a lehető legkedvezőbben alakítsák. Törekszem arra, hogy a munkáim minden esetben funkcionálisan jól használható, fenttartható és megvalósítható megoldásokat biztosítsanak az adott problémára amellett, hogy a környezetükbe illeszkedve esztétikus részét képezzék a világunknak.
Angol Német Dán Magyar
TANULMÁNYOK 2O 18 -2O22
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KENDI CSABA KUND BEMUTATKOZOM
Bac helor in Architectur a l Technol og y & Co n struction Manag ement VIA U ni versi ty Co l l e ge Aa rhus, Dán i a 2O 16 -2O17 Raj zi előkészítő tanfol y a m B u d a pesti Műszaki é s Ga z daságtudo mán yi Egye t e m B u d e pest, Magyaro r szá g 2O 13 -2O17 Be t h len Gábor Ref or má tus G i mná zi um Ma temati ka és F i zi ka F a k ul t á c i ó H ódmező vásárh el y, Ma gya r or szá g
SZAKMAI TEVÉKENYSÉG O1/O2/2O21 - 3O/O6/2O21 Szakmai gyakorlat Schmind Hammer Lassen Architects Koppenhága, Dánia O1/O7/2016 - 31/07/2016 Állványozó segédmunkás Anker 09 kft. Hódmezővásárhely, Magyarország 28/O5/2O15 - 31/O8/2O15 Építőipari segédmunkás Z-Door zrt. Hódmezővásárhely, Magyarország
OO KENDI CSABA KUND
O1 RAJZOK ÉS LÁTVÁNYOK
O1
SAJÁT MUNKÁIM RAJZOK ÉS LÁTVÁNYOK
O1 KENDI CSABA KUND
O1 RAJZOK ÉS LÁTVÁNYOK
O1
SAJÁT MUNKÁIM RAJZOK ÉS LÁTVÁNYOK
O1 KENDI CSABA KUND
O1 TÖBBLAKÁSOS ÉPÜLETEK
O2
EGYETEMI MUNKÁIM TÖBBLAKÁSOS ÉPÜLETEK
O2 KENDI CSABA KUND
Area of the plot: 240 203,77m2 Gross floor area(of 10 buildings): 12920m2 Plot ratio: 5,3%
Whole plot 1 : 9000
16 .5
N
I02.3_F6_H1_N13 m
E.
E.
.4 14 m
6m 33.7
m .18 19 8 9. 9
18.9
61.0 0
1m 8.0
m
E.
E.
1m
36.16 m
E.
.9 13
E.
62
.0
0
m
m 1.5
E. 23.3
2 3
1
4
5
6
7
B
10
E.
C
F G
F G
D E
4
5
6
7
E.
H
8. 2
12.2
2 3
1
0
E.
D E
.0
E.
H
3m
64
8m
C
3m
32.92 m
A m .56 14
B
m
m .43 54
8m
A
63.00
m
20.3 2
m
E. .2 6
4m
.0
m
0
7m 49.8
38 .69 m
66 .00
m 1. 5
m
6
21.4
m
50
.6 1
m
3m
65
9.07 m
6m
E. E.
6. 4
.0
m
m
.0 2
69
57 .0
0
68
.6 17
0
0
67.0
m
50
E.
2 .9 11
m
1 .2
Location Plan 1 : 1000
m
Bring ideas to life VIA University College
E.
10 .1
m
PROJECT:
Vestereng Parken
DATE: 06/07/19
SUBJECT:
Location PLan
SCALE: As indicated CLASS:
DRAWN BY: Csaba Kendi
O2 TÖBBLAKÁSOS ÉPÜLETEK
VIA Built Environment & Engineering Campus TYPE TOWN
I02.3_F6_H1_N13
O2
Section B-B Details
I02.3_F1_H4_N04 A
A második szemeszterem fő projektje a Vestereng Parken lakópark volt, amely Aarhus északnyugati részén elhelyezkedő Skejby nevű városrész centrumában, Dániában található. A feladatkiírásban megfogalmazottak szerint a lakóparknak leginkább családok számára kellett ideális otthont biztosítania, de esetlegese n alkalmasnak kellett lennie nyuI02.3_F1_H1_N18 KEYNOTE LEGEND galmazottak és diákok számára is.
2822.79
04 Galerie
IV
03 1 Floor
3.2 m
1212
3000
933
01 Basement
II
II
01 Basement
00 Foundation
I
I
00 Foundation
02 Groundfloor, terrain
0
213001
N
PROJECT:
Vestereng Parken
SUBJECT:
Section A-A Details
DATE: 11/06/19
KEYNOTE LEGEND
DRAWN BY: Csaba Kendi
CLASS: AC-2SEM-19F Keynote Text
Key Value 131001
1
2
4300
3
3230
R
A
4
3894
5
3606
R
6
3300
R
R 213001
3900
A
408
213002
Bedroom 18.17 m²
150
23.89 m²
Bedroom 18.17 m²
Living Room 22.82 m² 214001
912
150
R
Livingroom 2m² 25.471428 1692 222001
Bedroom 13.15 m²
R 213002
3 1908
3012
912
Bedroom 14.75 m²
200
200
150 Bedroom 14.52 m²
1692 708 1692 708 271001
1572 1068
D
Hall 5.29 m² Dining Room 21.04 m²
200
279001
Kitchen 11.33 m²
R 4 1908
1692
R 5
E
Living Room 7 23.77 948 m² 3012
1692
3 1908
Bedroom 13.15 m²
R 213002
1692
Living Room 22.68 m²
E. F R
222002
Bedroom 12.14 m²
R 4 1908
1692
ROOF 26mm Ceiling plates Battens with center Insulation 405mm Rafters Insulation between the rafters 25mm Plywood boards Waterproff membrane 25x25mm Battens Roofing slates
150
Bring ideas to life Bedroom Bedroom 11.05 m²VIA University 14.52 m²College PROJECT:
Vestereng Parken
SUBJECT:
RFirst Floor Plan
271001
ROOF TERRACE 180mm Hollow Core slab 250mm Insulation Bitumen felt Support pads for battens Wooden terrace deck 10mm.
Entrance
ROOF TERRACE 180mm Hollow Core slab 250mm Insulation Bitumen felt Support for battens 02 Groundfloor, terrain pads III 0 Wooden terrace deck 1.31 10mm. m 1.69 m
Floor Drain
DRAWN 6 5 BY: Csaba Kendi 1908 1692 1428
3012
7 948
VIA Built Environment & Engineering Campus TYPE TOWN DATE: 12/06/19 SCALE: 1 : 200
ROOF 26mm Ceiling plates Battens with center Insulation 04 Galerie V 405mm 6000 Rafters Insulation between the rafters 25mm Plywood boards Waterproff membrane 25x25mm Battens 03 1 Floor slates Roofing IV 3000
279001
Rescue Opening
H
R
I02.3_F1_H2_
LIGHT STOREY PARTITION H G F 95 mm Insulation 304mm x 122mm x 6,5m (max span) 400 c/c Posi Joists Lewis metal plate 80mm Screed Waterproff membrane 21 mm Wooden flooring
*AllGmessuraments are in mm
200
150
222002
INTERNAL WALL 12 mm plastering 150 mm Aerated concrete 12 mm plastering INTERNAL WALL - SEPARAITING 12 mm plastering 200 mm Aerated concrete 12 mm plastering HEAVY STOREY PARTITION 26 mm - 2 layers of gypsum boards 95mm Insulation 200mm Hollow Core slab 80mm Screed Waterproff membrane 21 mm Wooden flooring
Electric meter
H
R
6 1428
EXTERNAL WALL - WOODEN CLADDING Wooden Cladding 240mm Insulation 100mm Aerated Concrete 12 mm plastering
12 mm plastering
INTERNAL WALL 12 mm plastering 150 mm Aerated concrete 12 mm plastering INTERNAL WALL - SEPARAITING 12 mm plastering 200 mm Aerated concrete 12 mm plastering HEAVY STOREY PARTITION 26 mm - 2 layers of gypsum boards 95mm Insulation 200mm Hollow Core slab Rescue Opening R 80mm Screed Waterproff membrane 21 mm Wooden flooring
233001
R
200
G
Bedroom 11.05 m²
200
R 2 1428
F
Kitchen 12.46 m²
Bedroom 12.14 m²
RoomBedroom 10.79 m²
R
3012
222002
Bathroom 1908 1692 Bathroom 5.51 m² 23268 5.51 m²
1692
150
1 948
Dining Room 18.45 m²
Living Room 22.68 m²
1548
E.
222001
LIGHT STOREY PARTITION 95 mm Insulation 304mm x 122mm x 6,5m (max span) 400 c/c Posi Joists Lewis metal plate 80mm Screed Waterproff membrane 21 mm Wooden flooring
1308
RoomBedroom 10.79 m²
R 1 948
200
408
Bedroom 14.75 m²
Hall 200 5.17 m²
Kitchen 11.09 m²
150
1428 972
E
Kitchen 11.33 m²
Living Room 23.77 m²
Bathroom Bathroom 5.51 m² 5.51 m²
D
Dining Room 21.04 m²
912
222001
R
R
Hall 5.17 m²
912
408
25.47 m²
Hall 972 1188 972 948 1692 708 1692 5.29 m²
233001
1800
UP
1908
200
Kitchen 12.46 m²
Dining Room 18.76 m² Livingroom
1692 708 1692 708
Room 200 E. Dining 18.45 m² E.
C
1788
Kitchen 11.09 m²
408
408
5.17 m²
R
972
1908
1548 Hall
408
408
R
5.17 m²
Dining Room 18.76 m²
E.
C
R
R
Bedroom 231001 9.6 m² R
BASEMENT WALL RC-Blocks 500mm 12mm Plastering EXTERNAL WALL 108mm Brick 240mm Insulation 100mm Aerated Concrete 12 mm plastering
animált bemutató 231001
1692
E.
Hall 4.57 m²
R
972
UP 1692 Corridor 1428 972 1548 47.41 E. m²
972 1188 972 948 1692 708
E.
Kitchen 8.2 m²
4404
5100
5100
1548
708 1692 708 1692 Hall
3000
1567 1068 1920
3905
3000
1680
2395 3672
13668
1795 1428 1210 1692
3905
R
E.
1800
G
1308
3672 H
Bedroom 9.6 m²
2548.3 Corridor 47.41 m²
2395
1567 1068 1920 1680
13668
1795
E
Hall 4.57 m²
R
1428 1212
408
5100
408
R
Bedroom 10.15 m²
Kitchen 8.87 m²
Kitchen 8.2 m²
E.
R
G
1692
1428 1210
D
H
F
Hall 4.46 m²
Dining Room 11.38 m²
R
222002
B
Bathroom 7.74 m²
Kitchen 8.87 m²
E.
708 1692 708 1692
F
1308
Section B - B
I02.3_F1_H3_N04
22.82 m²
Bedroom 10.15 m²
1692
Hall 4.46 m²
Bedroom 9.76 m²
Dining Room 11.38 m²
1308
Bedroom 9.76 m²
222001
408
R
Bathroom 8.46 m²
2548.3
E
Bathroom 8.46 m²
Bedroom 18.17 m²
1572 1068
Dining Room 11.13 m²
A
1692
Bedroom 10.32 m²
C
Section B - B
408
B
Bathroom 7.74 m² Living Room
408
R
R
I02.3_F1_H3_N04
R
4404
B
C
D
7
4230
150
3900
Dining Room 11.13 m²
Bedroom 18.17 m²
150
6
3300
R
1692
Bedroom 10.32 m²
Living Room 23.89 m²
5
3606
R
13668
A
4
3894
1788
3
3230
R
R
5100
2
4300
1428 1212
1
150
B
214001
GROUND SUPPORTED FLOOR 300mm Light Clinker 100mm Insulation 100mm Reinforced Concrete 20mm Screed
7
4230
Section A - A
I02.3_F1_H3_N03 Living Room
I02.3_F1_H1_N18 I02.3_F1_H4_N03
SCALE: 1 : 100
1.06 m
Section A - A
I02.3_F1_H3_N03
213001
VIA Built Environment & Engineering Campus TYPE TOWN 213002
01 Basement
E. R
23268
D
C
B
A
R
0.37 m 0.23 m 0.37 m 0.23 m 0.37 m
R
R
0.37 m 1.05 m 1.43 m
1.21 m
1.79 m
1.69 m
1.91 m
1.57 m
6.18 m
1.69 m
0.83 m
V
04 Galerie
IV
03 1 Floor
III
02 Groundfloor, terr
6000
R
3000
R
1.69 m
1.55 m
1.69 m
1.55 m
Electric meter
I02.3_F1_H1_N18
CLASS: AC-2SEM-19F
E
6.2 m
Bring ideas to life VIA University College
Keynote Text
SUPPORTED FLOOR MGROUND ive l Clinker az ottani helyi építési szabályzat erre a telek300mm Light 100mm Insulation r e c 100mm sup á n Concrete igen csekély, 5,5%-os beépítést engedélyeReinforced 20mm Screed z e t tBASEMENT , a c sapatom megoldása tíz, egyenként 1000 m2 WALL RC-Blocks 500mm 12mm Plastering bruttó alapterületű épületben öltött alakot, melyekEXTERNAL WALL b e n108mm 7 0Brick é s 1 0 0 m 2 n e t t ó a l a p t e r ü l e t ű l a k á s o k k a p t a k 240mm Insulation 100mm Aerated Concrete h e l y12emmtplastering . Ezeket az egységeket próbáltuk amennyire l e h eEXTERNAL t sCladding zWALL é t-sWOODEN z ó rCLADDING ni, így maximalizálva az egyes mikroköWooden 240mm Insulation z ö s s100mm é gAerated e kConcrete kapcsolatát a telek erdős jellegével.
-3200
*All measuramenta are in mm
Section A-A details 1 : 100
Key Value 131001
9.47 m
-3200
-3000
13668
-3000
0.15 m 0.93 m 1.21 m 0.86 m 0.93 m 1.21 m
433
2567
N
III
2567
433
III
0
2.2 m
933
02 Groundfloor, terrain
1.97 m
933 855
213002
3.03 m
1987
6000
2113
2563
V
3067 933
418 437
233001
1212
437
214001
450 437
933
2550
231001
933
IV
1212
3000
855
03 1 Floor
3912
450
1207.94
V
1212
6000
405
04 Galerie
271001
TÖBBLAKÁSOS ÉPÜLETEK
3.91 m
B
1.31 m
C
1.21 m
D
1.79 m
E
0.93 m 1.21 m
F
9.62 m
G
2711.9
H
EGYETEMI MUNKÁIM
0
II
II
01 Basement
EntranceI 00 Foundation
I
00 Foundation
-3000 -3200
Rescue Opening
-3000 -3200
Floor Drain
*All messuraments are in mm
Bring ideas to life VIA University College PROJECT:
Vestereng Parken
Bring ideas to life VIA University College
VIA Built Environment & Engineering Campus TYPE TOWN DATE: 12/06/19
VIA Built Environment & Engineerin Campus TYPE TOW
PROJECT:
Vestereng Parken
DATE: 12/06/19
SUBJECT:
East Elevation
SCALE: 1 : 100
DRAWN BY: Csaba Kendi
CLASS: AC-2SEM-19F
KENDI CSABA KUND
O2
I02.3_F1_H2_N04
Exhaust roof Ø160
Fresh heated air Ø160
I02.3_F1_H3_N09
Fresh air inlet Ø200
Section Drainage1
I02.3_F1_H3_N09 5
6
7
Wastewater Ø110mm
D
E
F
G
H
Exhaust for aggregator Ø160mm Domestic hot and cold water Exhaust cooker hood Ø160mm and a ventilation pipe Ø22mm
District heating Ø22mm
04 Galerie
6000
V
Fresh air supply Ø160
V
04 Galerie 6000
04 Galerie 6000
V
V
Extraction 20 l/s Ø160 Extraction 15 l/s Ø160
03 1 Floor
3000
02 Groundfloor, terrain 0
01 Basement -3000
IV
IV Fresh air supply Ø160
III
II
O2 TÖBBLAKÁSOS ÉPÜLETEK
03 1 Floor 3000
03 1 Floor
3000
IV
IV
Extraction 20 l/s Ø160
III
II
02 Groundfloor, terrain
0
01 Basement -3000
02 Groundfloor, terrain 0
01 Basement -3000
Fresh air inlet Ø200 Extraction 15 l/s Ø160
III
III Extraction 20 l/s Ø160
II
II
Bring ideas to life VIA University College
VIA Built Environment & Engineering Campus TYPE TOWN
O2
EGYETEMI MUNKÁIM TÖBBLAKÁSOS ÉPÜLETEK
O2 KENDI CSABA KUND
O3 IPAROSÍTOTT ÉPÍTÉSTECHNIKA
O3
EGYETEMI MUNKÁIM IPAROSÍTOTT ÉPÍTÉSTECHNIKA
O3 KENDI CSABA KUND
GSF33_F1_H1_N02
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
16
18
19
20
21
22
23
24
A
A Depot 34 m²
B C
Changing room 30 m²
B C
Changing room 32 m²
D E
Depot 12 m²
Meeting 25 m²
Toilet 3 m²
Toilet 3 m²
Toilet 3 m²
Toilet 3 m²
Assembly room 2 93 m²
Assembly room 1 59 m²
Hal 507 m²
D
Hall 30 m²
E
F
F
G
Depot 17 m²
Changing room 32 m²
Changing room 30 m²
G
Kitchen 30 m²
H
H Hall 32 m²
I
Depot 10 m²
Entrance room 3 m²
J Club room 48 m²
K
Cleaning 10 m²
Fitness 72 m²
ToiletToilet 2 m² 2 m²
Cycling 54 m² Squash 61 m²
Technic 41 m²
L
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
K L Hall 6 m²
M 2
J
Toilet 2 m² Entrance room Toilet 9 m² 2 m² Office 15 m²
1
19
20
M 21
Bring ideas to life VIA University College PROJECT:
Grejs Sport Facility (GSF33)
SUBJECT:
Furnishing Plan
DRAWN BY: Csaba Kendi
O3 IPAROSÍTOTT ÉPÍTÉSTECHNIKA
I
Lobby 70 m²
Referee 8 m²
22
23
24
VIA Built Environment & Engineering Campus C DATE: 09/05/19 SCALE: 1 : 200
GSF33_F1_H1_N02
CLASS: AC-2SEM-19F
O3
Section N01
GSF33_F1_H3_N01
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
EGYETEMI MUNKÁIM I P A R O S Í T O T T ÉGSF33_F1_H3_N01 PÍTÉSTECHNIKA
5
4
3
2
1
271001
9600
271002
Concrete sandwhich elements (Facades) 150mm Reinforced concrete(bottom of the element) 150mm Reinforced concrete(top) Insulation 200mm (top) Concrete frontplate 70mm (top) Internal non load bearing walls 2 layers of gypsum boards 13mm Wooden skeleton with mineral wool 100mm 2 layers of gypsum boards 13mm Hall roof construciton Bitumen felt 10mm. Kingspan insulation 120mm. Corrugrated steel plates 1mm span up to 6,40m TTS beams RTP 90 2400mmx900mm Wood roof construction Bitumen felt 10mm. Kingspan insulation 120mm. Waterproff layer 5mm. Plywood boards 18mm. Rafters 90x360mm (caffe 800cc and 1200cc and entrance 1200) and 140x360mm (600cc dressing room)
M
L
K
J
I
H
0
Ground floor Fundament -1050
G
F
E
D
C
B
A
29.63 m
271001
Roof arena 8000
E3
Roof side buildings
E2
Ground floor
E1
3250
0
213002
6.41 m
6.41 m
6.41 m
8800
8800
8800
E3
213005
Roof arena 8000
213002
E2
E1 900
271001
Concrete sandwhich elements (Gables) Reinforced concrete 150mm Insulation 200mm Concrete frontplate 70mm
2113
Wood facade elements Rain screen Wind barrier 8mm Wooden skeleton with mineral wool(non load bearing) 200mm Wooden skeleton (load bearing) 95mm plywood boards 12mm Gypsum boards 13mm Skirting 15x68mm
213005
Keynote Text
3750
213001
Ground supported floor wooden buildingsStyrofoam 150mm. Polystyrene XPS 100mm Concrete slab 100mm Screed with UFH 80mm Finish ( Linoleum, tiles, rubber and concrete?)
213003
E1 E0
3250
Section N03
2145
131002
213002
Roof side buildings
9.5 m
131001
Foundation Concrete Rigid Insulation Ground supported floor Hall Styrofoam 150mm. Polystyrene XPS 100mm. Concrete slab 100mm. Screed 30mm. SYSTEM COMPONENTS: 1. 22 x 129 x 3700mm floorboards 2. BluBAT batten system including sportsfoam (52, 67 or 79mm.) 3. PE moisture barrier (200mm overlap) 4. Combi sports skirting 30mm to wall.
Key Value
E2
8000
GSF33_F1_H3_N01
8.4 m
121001
Keynote Text
Roof arena
131002
Keynote Legend
9.5 m
Keynote Legend
131001
E3 213001
121001 131002
Key Value
271002
2113
-1050
213003
2752
E1 E0
12000
3000
Ground floor 0 Fundament
2113
E2
3250
213003
2700
Roof side buildings
4.2 m
271002
27.26 m
4.2 m
7200
9.5 m
E3
8.4 m
8000
9.55 m
Roof arena
Roof side buildings 3250
Ground floor
0
131001
Bring ideas to life VIA University College
VIA Built Environment & Engineering Campus C
PROJECT:
Grejs Sport Facility (GSF33)
DATE: 09/05/19
SUBJECT:
Section Keynotess
SCALE: 1 : 200
DRAWN BY: Csaba Kendi
GSF33_F1_H3_N01
CLASS: AC-3SEM-19F
O3 KENDI CSABA KUND
Main measurements Links Transportation irons Wall ties Hanging Braces Window reinforcement Gable Anchors Lifting Braces Inserts Shear Locks
100
200
100
200
100
200
100
200
100
200
100
200
100
200
100
200
100
200
100
200
1684 310
284
94
284
550
896 284
284
297
408
284
550
284 390
896
297
550
664
1528
346
1000 1438
28 20
972 721
148 380
580
49
452
285
896
1039
530
284
49 28
20
52 515
1100
2410
200
100
200 2113821
180
7030 200
90 90
4060 200
100 80
3565
200 54 126
100
200 2214018
100
200
71 7930
100 134 66 10 30
1473
6550
100
20 35
100
200
100
200
140
80 100 160 20
6
5
3 Callout 1 2
2
15
21 330
330
330
Signature 1548
Quality Control Mould
610 150
1257
589
Element information
150 10
330
330
330
314 36
669 1559
1609 2530
Section 1
19 84 28 80
10
00 02
0 18
1412
89 6
0 48
3487
200
589
400
Section 2
1257
1400
20
200
400
951
150
Form
36
28
200
100
400
200
330
330
330
400
200
380
292
185
330
15
2
Date
2
Section 1
Control By
1
GE08
Amount:
1
Dimensions:
7690 x 2880 x 480
Weight:
11,57t
Load bearing area:
15, 84 m2
Tolerance:
8 mm
Reinforcments count Type
Amount
Dimensions
Visualisation
Shear locks
17
200 x 20 x 50
Wall ties
17
300 x 35 x 6
Hanging braces
8
310 x 590 x 6
Transport iron
6
325 x 160 x 6
Lifting braces
4
150 x 850
Links
8
210 x 126 x 8
Rebar around opening
4
140 x 140 x X
Inserts
2
100 x 20 x 20
Gable Anchors
2
380 x 49 x 110
Date
3714
7200
36
400
2313
66
180
989
Concrete
2,941 m3
Insulation
Rigid insulation
3,661 m3
Reinforcement mesh Position
Spacing
Rebar diameter
Amount
Outer leaf
200 mm
8 mm
1
Inner leaf
200 mm
8 mm
2
Position
Enviromental class
Cover layer thickness
Outerleaf
Aggresive
30 mm
Innerleaf
Passive
10 mm
Concrete appearance
15 2653
200
25
10
Section 3 4
2100
2000
100
589
1981
1257
400
36
400
200
2,186 m3
Innerleaf
150
200
5
Surface
Colour
Outerleaf
Untreated
Concrete grey
Innerleaf
Untreated
Concrete grey
Rev. Rev.
Revision Description Revision Description
Date: Date:
Rev.
Revision Description
Date: Element no
50 150
150 160
547
426 88
Position
Section 2 100
200
IPAROSÍTOTT ÉPÍTÉSTECHNIKA
4
Volume
Concrete
36
400
1884
28
100
200
1
6
268
O3
Section 3
4
Material
Outerleaf
Concrete cover layer
1 4
4
Type
5140
400
200
Date
36
150
400
589
200
6795
134
Material Take Off Revision
Callout 1
Signature
6
Quality Control Drawing
1
2300
6
733
1
756
3
1075
5
400
1
200
6
100
36
150
Type:
By:
Label no
GE008
CONCRETUS PANELS A/S
By: By:
Element weight
Start date
2-08-1 Quantity
11, 57 t
29/11/2019 Released
1
09/01/2020
PROJECT:
CON01_Multi Purpose Hall
DATE: 11/11/2019
SUBJECT:
Gable Corner element
SCALE: As CON01_F01_H0_GE008 indicated CLASS: AC_3SEM_19S
DRAWN BY: Csaba Kendi
CON01_F1_H5_N103
A
1
150
O3
EGYETEMI MUNKÁIM IPAROSÍTOTT ÉPÍTÉSTECHNIKA
2
3
10
3
5812
8 7
A harmadik félévem témája az iparosított építés technológia volt. A témát egy többfunkciós sportcsarnok példáján át dolgoztuk fel, amit előregyártott beton és fa elemekből kellett megvalósítanunk, törekedve a lehető legtöbb helyszíni munka elkerülésére.
1. SANDWICH ELEMENT 480MM 2. ENDCAP 3. ELASTIC JOINT SEALANT 4. PLASTER BOARD 5. TRIPPLE GLASS 6. WOODEN / ALU WINDOW FRAME 7. TWO STEPS SEALANT 8. SOFT INSULATION 9. RIB 10. WOODEN SILL 11. MORTAR SUPPORT 12. ALU FLASHING
4
6 5
5 6 7 8
10 4400
10
11 12
3 9
150
1
Rev.
Revision Description
Rev.
Revision Description
Date: Date:
By: By:
Rev.
Revision Description
Date:
By:
A projektet végig kísértük mind az engedélyeztetési- , kivitelezési- és a gyártási terv stádiumain keresztül, majd egy kivitelező cég szerepét szimulálva gondoskodnunk kellett az építkezés lebonyolításának tervezéséről is.
CONCRETUS PANELS A/S
A
PROJECT:
CON01_Multi Purpose Hall
SUBJECT:
Concrete element/ Window
DATE: 11/15/19
CON01_F1_H5_N103
SCALE: 1 : 5
DRAWN BY: Csaba Kendi
CLASS: AC_3SEM_19F
28 100
200
Groundfloor 0
III
12
8
11
CON01_F1_H5_N104 1. STRIP FOUNDATION 2. DRENAGE PIPE 3. GRAVEL FOR DRENAGE 4. HARD INSULATION, POLYSTIRENE 5. LECA BLOCK 6. MORTAR 7. CAPILARY LAYER (GRAVEL) 8. HARD INSULATION (POLYSTIRENE) 9. CONCRETE SLAB 10. TARAFLEX MULTI - USE 11. CONCRETE ( INNER LEAF FOR SANDWICH ELEMENT) 12. INSULATION 13. CONCRETE ( OUTER LEAF FOR SANDWICH ELEMENT) 14. PLASTER 15. SOFT INSULATION, ROCKWOOL 16. SEALANT 10 12
13
180
16
Step. 1 Step. 2 Step. 3 Step. 4 Step. 5 Step. 6 Step. 7
Groundfloor 0
III
Terain
II
10
II
-400
Mortar 0,4 ratio
ESSVE Circular backing 16mm
16
4
Tolorence
-150
Total height (max +, - 4mm Total width (max +, - 2mm Diagonal measurement (max +, - 5mm
8
5
3 FOUND. TOP LEVEL
Place element Place Insulation Place Circular backing Place Reinforcement bar 6mm Pour Mortar Finish with sealent Quality assure
200
II
190
-150
Assembly schedule
NOVATECH TEC7 Elastic sealent
28
9
15 14 Terain
Hard Insulation (Sundolitt) 15mm
150
6
A
7
A
8
Reinforcement bar 6mm
1 800
300
ø 100
2
Rev.
Revision Description
Rev.
Revision Description
Date: Date:
By: By:
Rev.
Revision Description
Date:
By:
PROJECT: SUBJECT:
Foundation -900
I
28
CONCRETUS PANELS A/S CON01_Multi Purpose Hall
Concrete element/ Foundation and Ground Supp. Floor DRAWN BY: Csaba Kendi
DATE: 11/15/19 SCALE: 1 : 5
23
CON01_F1_H5_N104
CLASS: AC_3SEM_19F
Assembly schedule
Step. 1 Step. 2 Step. 3 Step. 4 Step. 5
Place element Place Insulation Place Circular backing Place Reinforcement bar 6mm Pour Mortar
Hard Instulation (Sundolitt) 15mm
16
NOVATECH TEC7 Elastic sealent ESSVE Circular backing 16mm
KENDI CSABA KUND
100
500
300
O3
O4 TÖBBSZINTES LAKÓÉPÜLETEK
O4
EGYETEMI MUNKÁIM TÖBBSZINTES LAKÓÉPÜLETEK
O4 KENDI CSABA KUND
O4 TÖBBSZINTES LAKÓÉPÜLETEK
D
E
5596
1080
General
F
16698
1036
1484.5 1009
8040
8015
4350 1380 458
3000
8 180 612 648 612 3164
5596
Perimeter Rendering
1080
D
E
Bring ideas to life VIA University College
Housing unit entrance
F
VIA ATCM Campus Aarhus C
Housing Unit Entrance
Project:
Bryggersvej Bryggershuset_BB01
Date: 04/26/20
Floor Drain
Name:
Ground Floor Plan
Scale: 1 : 100
Beams
Author:
Csaba Kendi
Class: AC-20Fsem4
BB01_H1_ES_N103
BB01_H1_EX_N104
Section 3 & Critical Areas
General
BB01_H3_EX_N300.3 A
B
C 3164
5596
•
F 1080
7608 2448
1490
1152
708
3012
•
Rescue opening are marked on FIRE drawings. Load carrying parts and measurements are marked on STATICS drawings. HVAC information can be found on technical drawings.
A
B
C
2340
D
3556
E
3164
5596
458
1812
3164
C
5928 912
2456.15
Staircase 17.34 m²
3005.85 4539
Bedroom L 13.64 m²
150
612 648 612 960.07
3000
896
4
1812
1225.93
1812
6
898 3000
Common Roof terrace 34.96 m²
3
1380
3318
912
Bedroom S 8.15 m²
2
6660
912
2351
700
600
150
2674 900 6268
Bathroom 7.07 m²
458
9476
8
8 6368
7862
3556
Entrance 11.23 m²
Technical Shaft 2.1 m²
458
6
900
752
4488
2748
Smoke Vent/ Hatch
200
5688
3037.93
3000
1812
5012
3502 458 2824
Green House 37.31 m²
1380
1380
6
1238
Living Room/ Kitchen 33.54 m²
Elevator shaft 7.47 m²
4
8
358
1036
8040
4
908 180 612 648 612 960.07
458
B
Technical Shaft 1.6 m²
1812
Bedroom L 13.64 m²
3008
4030
Bedroom 15.14 m²
2340
3
1022 1477
3738 3000
BB01_H3_EX_N300.2 BB01_H5_EX_N510
458
Bedroom S 8.15 m²
Balcony
A
Section Section2 2, & Detail Critical location Areas
1152
6692
912
Staircase 17.36 m²
1990
1924
3960
3960
5928
Bathroom 7.06 m²
Entrance 11.23 m²
708
1971
6855
574
6
1990
600
6660
1600
Smoke Vent/ Hatch
912 1380
1080
Living Room/ Kitchen 36.76 m²
8
BB01_H3_EX_N300.4
2
9550
574
912
4
animált bemutató
3
1152
1
Balcony
6281
150
5912
350
Section 4 & Critical Areas
6660
--600
2
3843
458
1036
1812
Bathroom 5.74 m²
Technical Shaft 2.11 m²
Section 1 & Critical Areas
BB01_H3_EX_N300.1
3067
1086
Elevator Shaft 7.59 m²
F 1080
2448
2801
Living Room/ Kitchen 33.41 m²
2448
912
1078
BB01_H3_EX_N300.2 BB01_H5_EX_N510
860
Technical Shaft 1.6 m²
8628 6660 1152
Section Section22, & Detail Critical location Areas
1452
600
1036 1508
3
1516
1152
BB01_H3_EX_N300.4
2
1452
1
912
458 6370 1332
Section 4 & Critical Areas
3502
3960
BB01_H3_EX_N300.1
1
458
Balcony
Section 1 & Critical Areas
General
13431
1246
1860
1
BB01_H1_E7_N105
Section 3 & Critical Areas
BB01_H3_EX_N300.3
N
3556
E
N
2340
D
•
3960
C
1036
B
3038
3556
6708
1812
386 1812
UP
2158
2340
•
6
802 4695
•
458
1078
350 4380
5421.44
3000
350
8
A
A földszinti kereskedelmi célra felhasználható terület felett 12 lakás kapott helyet, melyek egy és két hálószóbás egységeket kínálnak. A közösségi terek kialakításának érdekében az épület tetején egy penthouse apartman mellett egy az összes lakó számára elérhető télikert és tetőterasz is kialakításra került.
9268
8040
3000
4588
200
6
1990
574
TÖBBSZINTES LAKÓÉPÜLETEK
A második évemet egy többszintes lakóépület tervezésével zártam. Az épület a gyarapodó lakhatási igényre ad megoldást, amely az Aarhus északi részén található Bryggervej környékben jelentkezik.
3
Smoke Vent/ Hatch
UP
150
350
1600
Technical Shaft 150 2.11 m²
2
1309
574
Staircase 31.99 m²
6343
150
2949
Elevator Shaft 7.73 m²
W/C 6.07 m²
350
Rescue opening are marked on FIRE drawings. Load carrying parts and measurements are marked on STATICS drawings. HVAC information can be found on technical drawings.
1
150 Technical Shaft 1.63 m²
1504
•
2132
912
Section 2 & Critical Areas
BB01_H3_EX_N300.2
2304
643
350
3466
3
2433
8592.56
1036
2
Section 4 & Critical Areas
2456
Business Area 175.1 m²
350
BB01_H3_EX_N300.4
2798
2969
3960
Section 1 & Critical Areas
BB01_H3_EX_N300.1
3479
3968
2783
3960
1
1524.5
350
350
EGYETEMI MUNKÁIM
1452
3164
3233
C
3556
8040
B
2340
1812
A
O4
BB01_H1_ES_N103
BB01_H3_EX_N300.3
N
•
Section 3 & Critical Areas
Rescue opening are marked on FIRE drawings. Load carrying parts and measurements are marked on STATICS drawings. HVAC information can be found on technical drawings.
900
•
150
•
5596
D
1080
E
2340
F
A
Bring ideas to life VIA University College
3556
B
3164
C
5596
D
E
Project:
Bryggersvej Bryggershuset_BB01
Date: 03/18/20
General Floor Plan
Scale:1 : 100
Author:
Csaba Kendi
Class: AC-20Fsem4
BB01_H1_EX_N104
F
Bring ideas to life VIA University College
VIA ATCM Campus Aarhus C
Name:
1080
VIA ATCM Campus Aarhus C
Project:
Bryggersvej Bryggershuset_BB01
Date: 11/05/20
Name:
Penthouse Floor Plan
Scale:1 : 100
Author:
Csaba Kendi
Class: AC-20Fsem4
BB01_H1_E7_N105
O4 KENDI CSABA KUND
BB01_H1_ES_N103.1 A D
B
C
D
E
F
A
B
C
D
E
3129
350
2448
350
2106
350
1954
350
350
1650
2400 2242
2871
3
2400 2803
4000
2340
6
6000
2400
4030
Steel beam Fire protection gypsum casing
UP 8 1990
A
Loadbearing Wall Beam Deck Span arrow
2800
UP 8
350
350
Vertical loads Ground Floor 1:100
1925
B
C
D
Decks on top of Ground Floor 1:100
E
F
A
All the loads coming from above will be transferred to the SL-Decks. The Decks will be supported by either loadbaring walls or beams. From the beams, columns will transfer le loads down to the construction of the basement.
Curtain wall glass panel ć
1279.6
6
Prefab. Brick linteln Curtain wall Mullion
---
4 2400
Balcony slab
1205 350
4
Rockwhool soft insulation
1866
350
20
240
260
2260.4
360 200
2400
UP 2400
270
UP
2400
4238
2400
Section Section2 2, & Detail Critical location Areas
BB01_H3_EX_N300.2 BB01_H5_EX_N510
Steel Beam
115
2400
4992
350
2
2260
Metal bracket (3D N509.1 #005) Rubber Joints
170
1
2783 357
Balcony Casing Zink C-Profile Case holder
45
120
6948
350 1134
Coldbridge Insulation
3
350
Waterproof sealant
15 15
F2
2
Steel rebars
Wind barrier OSB plate
62550
2960
BB01_H3_EX_N300.1
3116
Balcony railing Stainless steel
2nd floor
3429
Section 1 & Critical Areas
3618
Glass panel of curtain wall
150
2575
1895.28 349.72
1743
350
350
1
SL Deck
2433
Statics
BB01_H3_EX_N300.3
6445 350
F
Section 3 & Critical Areas
C
Metal stepper
B
C
D
E
Bring ideas to life VIA University College
F
VIA ATCM Campus Aarhus C
Project:
Bryggersvej Bryggershuset_BB01
Date: 03/24/20
Name:
Vertical Loads-Decks Ground floor
Scale:1 : 100
Author:
Csaba Kendi Kund
Class:AC-20Fsem4
BB01_H1_ES_N103.1
Stinless steel Filter Green roof mat Rainwater Gutter B
XPS hard insulation
A
Roofing felt Parapet endcap Z Profile
WPC Floor system
238
210
270
145 95.85
Zink plate L Profile
0.72° 120
173.91
F1
59450
106.69
Curtain wall mullion
120
15 15
1st floor
20
230
220
165 100
100
100
150
350
100
SL Deck
65
Rebar
65
65
65
65
65
BB01_H5_EX_N509.1 350
Gypsum fire protection casing Rockwhool soft insulation
2638
350
3086
350
Details
2736
350
Steel beam
350
Rebars Concrete slabs
ć
Glulam Columns
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O4 TÖBBSZINTES LAKÓÉPÜLETEK
VIA ATCM Campus Aarhus C
Project:
Bryggersvej Bryggershuset_BB01
Date: 03/18/20
Name:
Balcony and Roof over commercial area Section 1
Scale:1 : 10
Author:
Csaba Kund Kendi
Class: AC-20Fsem4
BB01_H5_EX_N509.1
F
E
D
C
B
273003
T
Top
P
Penthouse
82250
Primary Building Components Key Value
General
TÖBBSZINTES LAKÓÉPÜLETEK
Keynote Text
216001
68750
216001
F3
3rd floor 65650
F2
212001
CONCRETE BASEMENT WALL - WPM - (Sundolitt Drainplate S 80) 600 x 2400 EPS Insulation 150mm - Cast in Situ Basement Wall 250mm CURTAIN WALL (GROUND FLOOR) - Curtain Wall Panel INTERIOR CONCRETE WALL LOAD BEARING - Gypsum Board 12.5mm - Gypsum Board 12.5mm - Concrete 200mm - Gypsum Board 12.5mm - Gypsum Board 12.5mm
2nd floor 62550
216001
231001
216001
212001
121002 131001 121003
F0
Ground floor
T
Terrain 56000
216001
B
Basement
221001
FT
Foundation Top
FB
Foundation Bottom
Section 1 & Critical Areas Keynote 1 : 200 F
E
D
C
B
1st floor
59450 56150
53730 53530
52331.48
A
273003
T 211003
224002
Top
231001
82250
273001
P
Penthouse 78050
F6
6th Floor
F5
5th Floor
231002
74950
221001
211001
211001
4th Floor 68750
221001
224002
216001
216001
121002 131001 121003
Section 2 & Critical Areas Keynote 1 : 200
F3
3rd floor
F2
2nd floor
273002
65650
62550
F1
1st floor
F0
Ground floor
T
Terrain
B
Basement
FT
Foundation Top
FB
Foundation Bottom
59450 56150 56000 53730 53530
273003
INTERIOR ROOM SEPARATING WALL (BATHROOM) - Gypsum Board 12.5mm - Gypsum Board 12.5mm - Studs with Insulation100mm - Gypsum Board 25mm - Damp Proof Membrane - Bond Coat (Mortar) 3mm - Ceramic tiles 9mm STOREY PARTITION (CONCRETE FLOOR SLAB) - (Business Area PVC 5mm.) Wooden Flooring 15mm - (Separation) Water-proof Membrane - Screed 30mm - SL Deck 220mm - Insulation 30mm - Gypsum Board 12.5mm - Gypsum Board 12.5mm STOREY PARTITION (BATHROOM FLOOR) - Bathroom tiles 9mm - Separation Membrane - Screed 50mm - SL Deck 270mm - Insulation 30mm - Gypsum Board 12.5mm - Gypsum Board 12.5mm ROOF TERRACE - Tile on Blocks - Gravel or Tile Flood 50mm - Fiber Fleece - Insulation - Roof Membrane 1:40 - XPS Thermal Insulation 150mm - Damp Proof Membrane - SL Deck 220mm
Bryggersvej Bryggershuset_BB01
Date: 03/18/20
Name:
Sections Keynotes
Scale:1 : 200
Author:
Csaba Kendi
Class: AC-20Fsem4
F2
2nd floor 62550
Curtain wall mullion
WPC floor system Roofing felt Section A-A
Perforated steel filter Soft insulation Parapet endcap
BB01_H5_EX_N509.2 Details
Z Profile 260 20
Airtight membrane and fixing
OSB board
L Profile
VIA ATCM Campus Aarhus C
Project:
F2
105
GREEN ROOF / DUO ROOF (CLT) - BGreen-it Sedum tray with soil substrate and plant cover of sedum plants 60mm - Waterproof and Root Retardant Membrane 0.4mm - Gravel or Tile Flood 50mm - Bitumen Felt - XPS Insulation 120mm - Roof Membrane 1:40 - XPS Insulation 120mm - Damp Proof Membrane - CLT Deck 200mm - Battons + Mineral Wool 50mm - Fire Resistnat Gypsum Board 15mm
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Section A-A Column Casing 1:10
Wooden stud
GREEN ROOF / DUO ROOF (SL DECK) - BGreen-it Sedum tray with soil substrate and plant cover of sedum plants 60mm - Waterproof and Root Retardant Membrane 0.4mm - Gravel or Tile Flood 50mm - Bitumen Felt - Insulation - Roof Membrane 1:40 - XPS Thermal Insulation 150mm - Damp Proof Membrane - SL Deck 220mm
52331.48
62550
260
1st floor
59450
F1 150 10
F4
273001
71850
2nd floor
45
Steel Comun
CLT WALL - Interlocking Zinc Cladding Panel (Horizontal) 8mm - Wood Batton + Ventilation Cavity 50mm - Breathable DPM - EPS Insulation 160mm - Breathable DPM - CLT Wood Panel 200mm - Battons + Mineral Wool 50mm - OSB 15mm - Fire Resistant Gypsum Board 12.5mm
273002
F1
165
211003
231002
Balcony frame
350
Zink plate Structural thermal break plate
F1
50
4th Floor
SANDWICH ELEMENT - Brick Tile 28mm - Concrete 50mm - Insulation 180mm - Concrete 200mm - Gypsum Board 12.5mm - Gypsum Board 12.5mm
3.34°
F4
211001
1st floor 59450
100
71850
140
5th Floor
350 15
20
200
F5 211001
Balcony frame casing Zink Corner connection steel plate
150
131001
15
74950
Curtain wall frame
350
Tinted Glass panel Fire protection Gypsum casing
280
6th Floor
1
Sealant
366
F6
Column casing Zink
390
121003
41
78050
131001
EXTERNAL FOUNDATION SIDE STRUCTURE - Macro Porous EPS-granulate with Perimeter Drain 300mm - Bitumen Coating - Stip Foundation 600mm INTERNAL FOUNDATION - Bitumen Coating - Stip Foundation 900mm - Bitumen Coating GROUND SUPPORTED FLOOR SLAB - Capillary Breaking Layer 200mm - Polystyrene Rigid Insulation 150mm - Radon Membrane - Concrete 90mm - Concrete 10mm
180
121002
350
211003
O4
BB01_H3_EX_N301
A
EGYETEMI MUNKÁIM
350
Wooden cover Airtight sealant Steel brace 3D N500#003 Bring ideas to life VIA University College
Glulam beam Precast concrete slab
VIA ATCM Campus Aarhus C
Project: Bryggersvej Bryggershuset_BB01
Date: 04/30/20
Name:
Balcony and Roof over commercial area Section 2
Scale:1 : 10
Author:
Csaba Kund Kendi
Class: AC-20Fsem4
BB01_H5_EX_N509.2
BB01_H3_EX_N301
O4 KENDI CSABA KUND
O5 RENOVÁCIÓ ÉS BŐVÍTÉS
O5
EGYETEMI MUNKÁIM RENOVÁCIÓ ÉS BŐVÍTÉS
O5 KENDI CSABA KUND
O5 RENOVÁCIÓ ÉS BŐVÍTÉS
O5 K
J.s.c I
H.s.c
G.sF E.s.c
D
CB.s.c
A
SCALE: 1 : 100
Attic
A
A
Attic
4th Floor
IV
IV
4th Floor
3rd Floor
III
III
3rd Floor
2nd Floor
II
II
2nd Floor
1st Floor
I
I
1st Floor
Groundfloor
ST
ST
Groundfloor
Front Entrance
FE
FE
Front Entrance
Backyard Entrance
BE
BE
Backyard Entrance
Basement
KL
KL
Basement
Foundation
F
F
Foundation
14182.97
11032.97
7882.97
4732.97
1582.97 776.94 0
-755.03
-1245.03
RENOVÁCIÓ ÉS BŐVÍTÉS
A felújítás és hozzáépítés témáját a J. M. Mørks utcai, az 1920-as évek végén épült jellegzetes dániai lakóház feldolgozásával ismertük meg. A projekt részét képezte az épület energetikai felújítása, az utcafronti és műemlékvédelem alatt álló homlokzat restaurálása, a hátsó lépcsőház bontása és a lakások kiegészítéssel történő átalakítása is. JMM01_H2_EX_N00.1
17222.97
EGYETEMI MUNKÁIM
17222.97
14182.97
A bővítést könnyűszerkezetes megoldások használatával valósítottuk meg, melynek az acél váza az épület eredeti tartószerkezetével együttműködve biztosítja a stabilitást. Az utcafronti homlokzat energetikai felújítása során minimális utólagos belső hőszigetelést, illetve korhű küllemű, de jelentősen jobb hőtechnikai mutatókkal rendelkező nyílászárókat kapott.
11032.97
7882.97
4732.97
1582.97 776.94 0
-755.03
-1245.03
O5 KENDI CSABA KUND
K
J.s.c
I
H.s.c
G.s
F
E.s.c
D
C
B.s.c
A
Section C-C
JMM01_H3_EX_N03
Foundation
F
-1245.03
402
500
Groundfloor
FE
Front Entrance
BE
Backyard Entrance
KL F
Basement
KL
Foundation
Foundation
F
-755.03
-755.03
-1245.03
-1245.03
VIA ATCM Campus Aarhus C
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
Section B-B
PHASE: Regulatory
12/11/20
ARCH
JMM01_H3_EX_N02
4051 4737
543
3150
3rd Floor 11032.97
3150
1680 2600 755
0
PROJECT:
3040
17 250 222 1620
2600 513 387 543 1680 2600
Basement
0
Bring ideas to life VIA University College
RENOVÁCIÓ ÉS BŐVÍTÉS
1680 2595
BE
776.94
121001N
O5
1680 2600
Backyard Entrance
1582.97
SUBJ:
45 17 250 222 529
ST
DRAWN BY: Csaba Kund Kendi
406 543
Groundfloor
1582.97
806 777 1400
242002N
927
4732.97
403
3150
2784
131001N
ST
755
131001N
1880
1880
1129
458
223003N
1245
KL
-755.03
490
Basement
222003N
100
0
242001N
1980
BE
776.94
233004R
1980
Backyard Entrance
1532
FE
1171
Front Entrance
360
806
ST
490
1582.97
458
233009N
233002N Groundfloor
2688
224004N
927
7882.97
II
2nd Floor
I
1st Floor
7882.97
4732.97
ST
Groundfloor
BE
Backyard Entrance
KL
Basement
F
Foundation
490
718 1750
3150
216003N
14182.97
3150
80mm. Ceiling ( SEC. ) - 30mm C-Profiles - 25mm C-Profiles - 12.5mm Gypsum boards - 12.5mm Gypsum Boards
I
4th Floor
3150
351003N
1st Floor
IV
17222.97
1582.97
1583
990mm. STEEL TOWER ROOF ( SEC. ) - 2 Layers of Bitumen roofing felt - 230mm XPS Insulation - 240mm XPS Insulation - DPM - 20mm Fire Gypsum - 20mm Fire Gypsum - 80mm Trapezoid Corrugated Steel Plates
4732.97
SCALE: 1 : 50
1245
273003N
1st Floor
JMM01_H3_EX_N02
700
366
I
Attic
927
378mm. OLD ROOF RENOVATION ( SEC. ) - Roof Tiles - 40mm x 40mm Roof Battens - 40mm x 40mm Roof Battens - WPM - 21 x 100mm Boards with tounge and groove - 135mm x 135mm Roof Rafters
A
III
543
271003R
II
200
543
378mm. NEW ROOF ( SEC. ) - Roof Tiles - 40mm x 40mm Roof Battens - 40mm x 40mm Roof Battens - WPM - 21 x 100mm Boards with tounge and groove - 135mm x 135mm Roof Rafters
3150
366
I
271003N
2nd Floor
11032.97
97
4732.97
170mm. EXTERNAL CAST-IN-SITU CONCRETE STAIR ( SEC. ) - 17mm Concrete
233002N
360 322
1st Floor
240mm. RENOVATED WOODEN STAIR ( SEC. ) - 240mm Wood
242002N
1428
1583
1750
233004R
2784
216003N
2688
3150
224004N
240mm. IN-SITU WOODEN STAIR ( SEC. ) - 240mm Wood
242001R
200
200
480
7882.97
242001N
III
1428
16259
3150 17914
2nd Floor
97
366
360
II
3rd Floor
21960
366 2784
366
233002N
718
7882.97
II 13406
2nd Floor
2688
224004N
233004R
IV
200
927
458mm. NEW FLOOR PARTITION OVER BASEMENT ENTRANCE ( SEC. ) - 20mm. Hardwood flooring (pine). - 2x12,5mm. Gypsum floor boards. - 44mm. Trapeze plate. - 0,3mm. Plastic strip. - 250mm. C-profiles. - DPM - 120mm C-Profiles - 120mm Mineral Wool Insulation between C-Profiles - 12,5mm. Wind Board - 12,5mm Wind Board
718 3150 2072
216003N
1540
233009N
3rd Floor
800
1680
394mm. FLOOR PARTITION STEEL ATTIC ( SEC. ) - 300mm. Mineral wool insulation. - DPM membrane. - 25mm Mineral Wool Insulation - 25mm Mineral Wool Insulation - 44mm Trapezoid Corrugated Steel Plate
11032.97
6720
927
233008N
3150
2784
366
III
97
III
2688
1750
11032.97
4th Floor
14182.97
*572.5mm. FLOOR PARTITION ATTIC ( SEC. ) - 300mm. Mineral wool insulation. - Pugging clay. - Pugging board. - Floor joists. - Lining boards. - Reed mesh and plaster ceiling. - DPM membrane. - 15x50mm. Battens. - 12,5mm. Gypsum boards.
233002N
360 322
21183
3rd Floor
233004R
14.570
233006R
216003N 224004N
800
543
97
14182.97
2088
1680
4th Floor
*353mm. OLD FLOOR PARTITION RENOVATED ( SEC. ) - Hardwood flooring (pine). - Pugging clay. - Pugging board. - Floor joists. - Lining boards. - Reed mesh and plaster ceiling. - Min. 95mm. gap from existing ceiling to gypsum boards. - 70mm. rail profile with free hanging bearing profile. - 63mm. Mineral wool in about 2/3 of cavity. - 2x13mm. Gypsum boards with displaced connections. - 10mm. Original stucco ceiling imitation.
927
366
IV
A
543
3040
366
252
6190
IV
718
14182.97
233004R
233002N
360
4th Floor
2640
224002N
420
233004R
Attic
17222.97
1680
216003N
2078
341,2mm. NEW FLOOR PARTITION ( SEC. ) - 20mm. Hardwood flooring (pine). - 2x12,5mm. Gypsum floor boards. - 44mm. Trapeze plate. - 0,3mm. Plastic strip. - 250mm. C-profiles. - 12,5mm. Gypsum boards. - 15,4mm. Gypsum boards.
927
80
351003N
2641
351003N
1575
394
351003N
350
17.384
543
233002N
17222.97
100
353 97
1680
Attic
9023
17.909
927
100
A
4051
130mm. BRICK WALL ( SEC. ) - 11.5mm Finish - 108mm Brick - 11.5mm Finish
717
200mm. CAST-IN-SITU CONCRETE WALL ( SEC. ) - 200mm Concrete
223003N
225 150 150
222008N
686
591 320
A 272
Attic
17222.97
399
2135
273003N 233008N
448
233006R
601
350mm. BACKYARD BASEMENT WALL ( SEC. ) in-situ (DIFUSION OPEN) - Water-tight and diffusion open membrane. - 150mm. Rigid stone wool insulation. - 250mm. Concrete wall in-situ. - Difusion open paint as internal finish.
550
140mm. CURTAIN WALL ( SEC. ) - 140mm. Curtain wall frame
222001N
550
216003N
4737
271003N
555
500mm. BASEMENT FLOOR SLAB ( SEC. ) - 100 mm. Cocnrete slab. - 2x100mm. EPS insulation. - 200mm. Macro porous EPS- granulate.
550
131001N
21.960
4768
700mm. EXTERNAL FOUNDATION (under steel tower) ( SEC. ) - 300mm. Macro porous EPS-granulate with perimeter drain. - 700mm. Concrete strip foundation. - Bitumen coating.
458
271003R
Building Component Description
121001N
645
Building Code BIM7AA
10.s
480
7.s
23205
3
2282
1
0
-755.03
-1245.03
Bring ideas t VIA Universit PROJECT:
J. M. Mørksgade Reno
SUBJECT:
Back Yard Elevation N
DRAWN BY: Csaba Kund Kendi
O5
EGYETEMI MUNKÁIM RENOVÁCIÓ ÉS BŐVÍTÉS Building Code BIM7AA
A
B.s.c
C
D
E.s.c
F
G.s
Section A-A New Construction
523
670
1680
J.s.c
715
368
1090
2347
521
800
1600
1600
800
222
1828
214001N
203
450
2876
JMM01_H3_EX_N030
480
9
224020N 1470
1470
224020N 224006N
224002N
224002N
224001R
*331mm. + 1/2 BRICK WALL IMPROVED - 3x12,5mm. Gypsum layers. - 83mm. 2/3 of cavity insulated. - 45mm. Cavity. - 1/2 Brick wall. - 45mm. Cavity. - 83mm. 2/3 of cavity insulated. - 3x12,5mm. Gypsum layers.
224002N
145mm. STEEL STUD WALL INSULATED (sound specification) - 2x12,5mm. Gypsum boards. - 95mm. Mineral wool. - 95mm. C-profiles cc 450mm. - 2x12,5mm. Gypsum boards.
224003N
120mm. STEEL STUD WALL INSULATED - 2x12,5mm. Gypsum boards. - 70mm. Mineral wool. - 70mm. C-profiles cc 450mm. - 2x12,5mm. Gypsum boards.
224004N
120mm. STEEL STUD WALL - 2x12,5mm. Gypsum boards. - 70mm. Cavity. - 70mm. C-profiles cc 450mm. - 2x12,5mm. Gypsum boards.
224005R
*157,5mm. + 3/4 BRICK WALL IMPROVED - 3/4 Brick wall existing. - 40mm. Cavity. - 80mm. Mineral wool insulation. - 3x12,5mm. Gypsum boards.
224006N
230mm. DOUBLE STEEL STUD WALL INSULATED - 2x12,5mm. Gypsum boards. - 70mm. C-profiles cc 450mm. With insulation. - 40mm. Cavity. - 70mm. C-profiles cc 450mm. With insulation. - 2x12,5mm. Gypsum boards.
224007N
85mm. STUD WALL one sided - 60mm. C-profiles cc 400mm. - 2x12,5mm. Gypsum boards.
224010N
312.5mm. TRIPLE WOODEN STUD WALL - Wind paper. - Metal wire (mesh). - Existing posts construction. - 150mm. Mineral wool insulation. - 110x110mm. Vertical battens. - 110mm. Mineral wool insulation. - DPM layer. - 40x40mm. Horizontal battens. - 40mm. Mineral wool insulation. - 12.5mm. Gypsum boards.
224020N
PREFABRICATED DORMER SINGLE STUD WALL - Zinc clading - Twinwall composite core - Vertical Studs - Insulation - 2x12,5mm. Gypsum boards.
1286 205
224007N
Storage B 0.66 m²
224002N
3
1790
1600
1300
9830
920
224005R
5 4
1250
1300
224003N
130mm. BRICK WALL ( SEC. ) - 11.5mm Finish - 108mm Brick - 11.5mm Finish
795
Entrance B 6.44 m²
224002N
1790
3
Kitchen B 13.93 m²
224002N
Bathroom A 4.94 m²
224007N
223003N
6
Bathroom B 4.56 m²
Min 1300
205
1100
795
*Difusion tight insulation
700
1250
5 4
224004N
224007N
224004N
224007N
9830
58
218001N
2
2 Living Room A 16.47 m²
Living Room B 17.9 m²
Living Room B 12.64 m²
3034
224005R
3034
JMM01_H3_EX_N03
224003N
700
Entrance A 5.93 m²
6 Section C-C
1030
1286
224006N
200mm. CAST-IN-SITU CONCRETE WALL ( SEC. ) - 200mm Concrete
8.s
7.s
224003N
222008N
224010N
7.s Kitchen A 6.29 m²
190mm. CONCRETE BLOCKS WALL - 190mm. Leca blocks
9.2
439
480
Bedroom B 13.96 m² 1608
224010N
218001N
493
457
Bedroom A 14.06 m²
1608
8.s
Section C-C New Construction Dormers
2193
1980
224006N
2876
2193
214002N
1453
10.s
9
140mm. CURTAIN WALL ( SEC. ) - 140mm. Curtain wall frame
1301
10.s
9.2
216003N
3351
3520
214001N
333mm. EXTERNAL STEEL STUD WALL w. curtain panels - 14,5mm. Curtain wall panel. - 25mm. Ventilated cavity. - 12,5mm. Wind board. - 85.5mm. Mineral wool (curtain wall frame filled). *Curtain wall with panels ventilated through mullions. - 100mm. Thermo C-Profil, cc 600 mm with 100mm. mineral wool insulation. - 12.5mm. Gypsum board. - DPM membrane. - 50mm. Z Profil, cc 600 mm with 50mm. mineral wool. - 25mm. Gypsum Board (2x12.5mm)
3554
8320 2018
214002N
K
JMM01_H3_EX_N02
2869 851
388mm. EXTERNAL STEEL STUD WALL - 15mm. Cement boards. - 28mm. Trapeze profiles cc 300mm. - 28mm. Ventilated cavity. - 12,5mm. Gypsum wind board. - 245mm. C-profiles cc600 mm. with 50mm. mineral wool insulation. - 12,5 Gypsym boards. - DPM membrane. - 50mm. Z-profiles with 50mm. mineral wool insulation. - 2x12,5mm. Gypsum boards.
Section B-B
JMM01_H3_EX_N01 3072
I
H.s.c
224010N
224010N 1788
1790
1 2008
4232
JMM01_H1_E4_N06.2 SCALE: 1 : 50
1788
1 1331
Building Component Description
214001N
2010
1770
2008
1181
14540 3072
523
670
1680
715
368
1090
2347
521
3554
Bring ideas to life VIA University College A
B.s.c
C
D
E.s.c
F
G.s
H.s.c
I
J.s.c
K
VIA ATCM Campus Aarhus C
PROJECT:
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
4th Floor Plan New Construction
PHASE: Regulatory
DRAWN BY: Csaba Kendi
SUBJ:
10/22/20
JMM01_H1_E4_N06.2
ARCH
O5 KENDI CSABA KUND
7.s
8.s 892
BUILDING COMPONENT 271003N Roof Tiles with approved Tile Binders. 40 x 40 mm Roof Battens. 40 x 40mm Roof Battens Undertake according to DUKO (WPM) Medium High Class. 21 x 110 mm boards with tongue and groove. 135 mm x 135 mm Roof Rafters
7 14
BUILDING COMPONENT 270003N 2 layers of Bitumen Roofing felt 230 mm EPS Rigid Insulation shaped for slope 240 mm EPS Rigid Insulation DPM 40 mm (2x20 mm) Fire Gypsum 80 mm Trapezoid Corrugated Steel Plates 30 mm C-Profiles cc 300 mm 25 mm C-Profiles cc 300 mm 25 mm (2x12.5 mm) Gypsum Boards
24
127 mm x 127 mm Rafters 5 13
40 mm x 40 mm Wooden Battens Roofing Tiles Fish Attic Ventilation Nozzle 60 mm x 60 mm Wooden Batten
17.914 Top of Steel Tower Roof
BUILDING COMPONENT 300 mm Mineral Wool DPM 2 x 25 mm Mineral Wool 44 mm Trapeze Plates 30 mm C-Profiles cc 300 mm 25 mm C-Profiles cc 300 mm 25 mm (2x12.5 mm) Gypsum Boards
Insect Protection
JMM01_H5_EX_N07
100 591
231
73
27
SCALE: 1 : 5
17.203 240
Steel Beam Top
L-profile screwed in Rafter to support Gypsum Boars
44
80
25 25
20 20
40
DPM folded and sealed around Rafter
A
20
320 25 30
30
13
13
13
25
30
30
30
Fire Casing for Steel Beam C-Profiles of Ceiling Side Rail IPE 270 Steel Beam
70 115
BUILDING COMPONENT 271003R Roof Tiles with approved Tile Binders (every second tile). 38 x 73 mm. Roof Battens. 20 x 45 mm. pressure impregnated distance list. Undertake according to DUKO (WPM) Medium High Class: FOIL OR BITUMEN. 21 x 110 mm. boards with tongue and groove. 45 x 135mm. straightening board 30mm. overlap. Existing Roof Rafters (halftoned).
10 mm bolts with washers C.C. 600 mm. 45 x 135mm. new shell bolted on the side of existing rafters.
18 mm. plywood mounted on shell construction. 20
300 40
25 13
25 13
573
15
Profile list screwed through covering.
200
Non combustible insulation to keep storey partition fire rating at least EI30
40-50
Cornice list.
40
a. Wall gypsum and plaster ceiling with reed mesh will be removed so the joist can be accessed for bolted connection. b. Bricks will be removed and UPE inserted. c. Bolt will be inserted through the brick gap. Then fastened with NUT on the other side of the wall. Thin flat bars might be used to fill the gap between the UPE and IPE beams.
VIA ATCM Campus Aarhus C
Bring ideas to life VIA University College PROJECT:
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
Floor Joists to Steel Tower Stabilizing
PHASE: P.P.
DRAWN BY: Csaba Kendi
RENOVÁCIÓ ÉS BŐVÍTÉS
SUBJ:
11/11/20
ARCH
40 13
Formable covering. Roof tiles are mounted with stainless steel steel screw. The roof tiles are pre-drilled.
BUILDING COMPONENT 233006R
JMM01_H5_EX_N11
15
50
150
15x50mm. Battens mounted on top of plastered ceiling. C.C 150mm.
A BUILDING COMPONENT 224010N (see detail JMM01_H5_E4_N15 for specifications)
127
150
110
40
VIA ATCM Campus Aarhus C
Bring ideas to life VIA University College
40 40
BUILDING COMPONENT 1/2 Brick Wall. Plastering (Removed). +(Renovation) 12,5mm. Gypsum both sides.
13
Top wing tile is cut off
100
348
Min
Screwed Lath Base. 228
Mineral Wool
100
250 270
15
A
00 Min 3
List base.
Newly designed Stucco at corners only
CONNECTIONS 1. cc 200mm .Double bolted connection (ø20mm bolt) with steel underlay plate (5mm. thickness), single nut.
220
18
13
13
83 25 95
70 1313
*Brick Placement in reality might be different. Check on site. Sbi and BPS indicates differently. Size of UPE might be different.
Sound Joint
Attic
17222.97
0° 45.0
64
Original Stucco ceiling imitation
FIRE BD60 to BS60 At fire section (storey partition between 2nd and 3rd floor) double fire gypsum (2x15mm.) must be installed underneath the floor joists. Battens shall be used because of the uneven existing Stucco.
7 12
30 Min.
30 Max
New gutter made of zinc, the size is dimensioned according to the roof area.
b. 20
5 13
0.8mm. Zinc Footplate nailed to plywood. Ø 42 mm. snow traps are mounted in ventilation gap. Ventilated bird stopper.
1.
220
a.
BUILDING COMPONENT 233006R
0 10
1.
SCALE: 1 : 5
30
Thin Flat Bars to fill up space Flat Bar welded to IPE
c.
O5
JMM01_H5_EA_N13
1
in M
14182.97
JMM01_H5_EX_N07
ARCH
22
Acoustic Plate
Level to be defined on site
11/09/20
Snow stopper made of galvanized steel. 25 x 6 mm hangers per max. 600 mm. fastened in two battens.
IPE 270 with 20mm. Fire Gypsum
IV
SUBJ:
5 10
UPE 220 *adjust on site
SBi guideline for repairing leaks at connections
PHASE: P.P.
30
Sealant with elastic joint
DATE:
Steel Roof to Pitched Roof Connection
DRAWN BY: Csaba Kund Kendi
21
120mm. Skirting
108
4th Floor
BUILDING COMPONENT 233002N (New) 20mm. Hardwood flooring (pine). 2 x 12,5mm. Floor Boards. 18mm. Corrugated Steel Plate. 0,3mm. Plastic Strip to prevent friction sound. 250mm. cc 300mm. C-profiles. 250 mm. Mineral Wool. 25mm. cc300mm. Acoustic Profiles. 12,5mm. Gypsum Board. 15,4mm. Gypsum Board.
BUILDING COMPONENT 1/2 Brick Wall. Plastering (Removed). +(Renovation) 12,5mm. Gypsum both sides.
J. M. Mørksgade Renovation/ Extension
SUBJECT:
20
BUILDING COMPONENT 233004R (Existing) Hardwood flooring (pine). Pugging Clay. Pugging Board. Floor Joists. Lining Boards. Reed mesh and plaster ceiling. + (Renovation). Min. 95mm. gap from existing ceiling to gypsum boards. 70mm. rail profile with free hanging bearing profile. 63mm. Mineral Wool in about 2/3 of cavity. 2x13mm. Gypsum Boards with displaced connections. Original Stucco ceiling imitation.
PROJECT:
2 36
Airborn Sound 58 (R'w) [dB] CLASS B Impact Sound 53 (L'n,w) [dB] CLASS C
I
13 13
70 115
Min 50
J.s.c
L-Profiles with Sound Deadening layer Welded to Steel Beam
4 16
Airborn Sound Min 56 (R'w) [dB] CLASS C Impact Sound Min 56 (L'n,w) [dB] CLASS C-D
40 20 20
VIA ATCM Campus Aarhus C
Bring ideas to life VIA University College
Elastic Smoke Sealant
13 13
SCALE: 1 : 5
L-Profile on both sides of Rafters Bolted to Steel Beam 400
400
30
BUILDING COMPONENT 224006N 25mm Sound Insulating Gypsum Boards (2x12.5mm) 70mm C-Profile Framework filled with Mineral Wool 40mm Air Gap 70mm C-Profile Framework cc 600mm filled with Mineral Wool 25mm Sound Insulating Gypsum Boards (2x12.5mm)
JMM01_H5_EX_N11
17222.97
30
320
30
Attic
13
17222.97
A
20
Attic
PROJECT:
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
Roof to Mansard Connection
PHASE: P.P.
DRAWN BY: Csaba Kendi
SUBJ:
11/21/20
ARCH
JMM01_H5_EA_N13
JMM01_H5_EX_N04 SCALE: 1 : 5 BUILDING COMPONENT 214002N 14.5 mm Curtain Wall Panel 25 mm Ventilated Cavity 12.5 mm Wind Board 85.5 mm Mineral Wool (Curtain wall frame filled) Curtain Wall With Panels ventilated through Mullions 100 mm Mineral wool Thermo C-Profil 100 mm, cc 600 mm 12.5 mm Gypsum Board DPM 50mm Mineral Wool 50mm. Z Profil, cc 600 mm 25 mm Gypsum Board (2x12.5mm)
G.s 57
354
57
177
177
12
330
12
Z-Profiles with Bolted Connections Curtain Wall Frame filled up with Fire Foam
RENOVÁCIÓ ÉS BŐVÍTÉS
86
86
185
13 13
50
13
185
98
3
10.s
30
30
30
100
64
333
10.s
64
101
20
148
13
25
15 8
Watertight Sealants
O5
EGYETEMI MUNKÁIM
Elastic Smoke Sealant
13 13
20 20 70
40
70
13 13
BUILDING COMPONENT 224006N 25 mm Sound Insulating Gypsum Boards (2x12.5mm) 70 mm C-Profile Framework filled with Mineral Wool 40 mm Air Gap 70 mm C-Profile Framework cc 600mm filled with Mineral Wool 25 mm Sound Insulating Gypsum Boards (2x12.5mm)
230
VIA ATCM Campus Aarhus C
Bring ideas to life VIA University College PROJECT:
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
Steel Tower Facade and Middle Column
PHASE: P.P. SUBJ:
DRAWN BY: Csaba Kund Kendi
12/01/20
JMM01_H5_EX_N04
ARCH
JMM01_H5_EX_N06 SCALE: 1 : 5 G.s
230 115
115
Skirting Sealant with Elastic Joint
Flat Bar welded to IPE
IV
13 20 18 13
30
250
30
4th Floor 14182.97
BUILDING COMPONENT 233002N Hardwood flooring (pine) 20mm. Floor Board 2 x 12,5mm. Corrugated Steel Plate 18mm. Plastic strip to prevent friction sounds 0,3mm. C-profiles 250 cc300 Mineral Wool Acoustic Profiles 25mm. cc300 Gypsum board 12,5mm Gypsum board 15.4mm Stucco at corners
13 15 25
30
30
14182.97
IV
366
4th Floor
14.100 Steel Beam Top Level
120
C-Profile Top Level
120
14.120
IPE 270 Steel Beam Fire Casing of Steel Beam
Corner Stucco Elastic Smoke Sealant L-Profiles Welded to Steel Beam Sound Deadening
13 13
70
40
70
13 13
BUILDING COMPONENT 224006N 25mm Sound Insulating Gypsum Boards (2x12.5mm) 70mm C-Profile Framework filled with Mineral Wool 40mm Air Gap 70mm C-Profile Framework cc 600mm filled with Mineral Wool 25mm Sound Insulating Gypsum Boards (2x12.5mm)
VIA ATCM Campus Aarhus C
Bring ideas to life VIA University College PROJECT:
J. M. Mørksgade Renovation/ Extension
DATE:
SUBJECT:
Steel Tower Storey Partition and Internal Wall
PHASE: P.P.
DRAWN BY: Csaba Kund Kendi
SUBJ:
11/25/20
JMM01_H5_EX_N06
O5
ARCH
KENDI CSABA KUND
O6 BRENTWOOD
O6
SZAKMAI GYAKORLAT BRENTWOOD
O6 KENDI CSABA KUND
O6 BRENTWOOD
O6 P1 (+30m)
SZAKMAI GYAKORLAT BRENTWOOD
A Schmidt Hammer Lassen Architects nevű cégnél töltött szakmai gyakorlatom során három fő projektbe nyertem betekintést. Az egyik ezek közül a Brentwood névre hallgató mesterterv volt, amit a kanadai Vancouver város megbízásából tervez a Schmidt Hammer Lassen együttműködve a Perkins & Will céggel. A mesterterv magába foglal hat, egyenként 50-70 emelet magas toronyházat melyek főként lakóépületként funkcionálnak, illetve egy bevásárló központot a negyed centrumában.
P2 (+27m) Loading
Az én szerepem leginkább az ezeket az épületeket összekötő hat fölalatti szinten játszódott, ahol is felelős voltamtöbbek között az összhangért a különböző parkolók és a toronyházak tartószerkezete között. Sokat dolgoztam a P2-es kiszolgáló szinttel is, ahol az épületkomplexum logisztikai rendszere működik rejtve a szem elől.
P3M (+24m)
3m
P3 (+21m)
Loading
O6 KENDI CSABA KUND
UP
UP
O6
BRENTWOOD
O6
SZAKMAI GYAKORLAT BRENTWOOD
UP
509 Spaces
O6
KENDI CSABA KUND
O7 NIO HOUSE
O7
SZAKMAI GYAKORLAT NIO HOUSE
O7 KENDI CSABA KUND
O7 NIO HOUSE
O7 1
2
3
1050
4
1880
4650
5
6
1570
7840
7 2180
8 4590
SZAKMAI GYAKORLAT NIO HOUSE
NOTE
Signaging Signage Manual is to be developed by the client. Byggteknisk forskrift (TEK-17) and Universal Illustrated logos are to be placed in coordination with NIO's Design team and Sign supplier.
A második projektem a Schmidt Hammer Lassen Architects-nél a NIO House volt. A projekt egy NIO névre hallgató kínai elektromos autógyártó cég Európába való terjeszkedését tette lehetségessé, egy az Oslo központjában elhelyezkedő épület üzlethelységének belsőépítészeti felújításával.
9 5240
(1) Hotelvægge
2830 2831
760
10,440
1310
760
2960
1292
834
775
1250
100
1800
200
550
550
834
870
595
830 829
950
5,470
3300
NIO_A_40_XX_032
3275 3300
Tag
Feladataim voltak az összes részletrajz számontartása alaprajzi nézeteken, a változtatások koordinálása a csapattársaimmal, illetve az akkor még jövőbeli kivitelezővel és beszállítókkal való egyeztetés az alkalmazott megoldások megvalósíthatóságról. Ezek mellett a részletek tervezéséből is kivettem a részem többek között a rejtett ajtók, elhúzható falak és a radiátort elrejtő tokok kialakításának formájában.
Level 1 0,000 Level 1 (-592) Entrance Exhibition
-0,592 Entrance Café
Facade South 1 : 100
I 3750
1110
A munkába az engedélyeztetési tervek előkészítésének kezdetén kapcsolódtam be és egész a kivitelezés kezdetéig követhettem a projektet.
6,440
J
640
100
1110
200
950
(2) Tagvindue
H 1805
G 5720
F 3395
E 5340
D 4810
C 6530
1 / Entrance cafe
2 / Entrance exhibition
1 : 50
1 : 50
B 6710
A 4145
(1) Hotelvægge 10,440
Detailed Design
Rev. :
Dato :
(2) Tagvindue 6,440 Tag 5,470
N
Floor Plan _ Level 1
Level 1 0,000 Level 1 (-592) Entrance Exhibition
-0,592
Facade East
O7
1 : 100
South Facade
NIO Showroom
KENDI CSABA KUND
OBS Every measurements to existing const All measurements need to be cross re determined from at least 2 measureme If there emerges doubts or question, th
Detailed Design
Rev. nr.
NIO_A_50_XX_001 1
2
3
4
5
6
7
8
9 Sheet Number NIO_A_50_XX_000 NIO_A_50_XX_001 NIO_A_50_XX_002 NIO_A_50_XX_003 NIO_A_50_XX_005 NIO_A_50_XX_006 NIO_A_50_XX_007 NIO_A_50_XX_008 NIO_A_50_XX_009 NIO_A_50_XX_010 NIO_A_50_XX_011 NIO_A_50_XX_012 NIO_A_50_XX_013 NIO_A_50_XX_014 NIO_A_50_XX_016 NIO_A_50_XX_018 NIO_A_50_XX_019 NIO_A_50_XX_020 NIO_A_50_XX_021 NIO_A_50_XX_022 NIO_A_50_XX_023 NIO_A_50_XX_024 NIO_A_50_XX_025 NIO_A_50_XX_026 NIO_A_50_XX_027 NIO_A_50_XX_028 NIO_A_50_XX_029 NIO_A_50_XX_030 NIO_A_50_XX_031 NIO_A_50_XX_032 NIO_A_50_XX_034 NIO_A_50_XX_035 NIO_A_50_XX_036 NIO_A_50_XX_037 NIO_A_50_XX_039 NIO_A_50_XX_040 NIO_A_50_XX_041 NIO_A_50_XX_042 NIO_A_50_XX_043
A
Elevation - Radiators
B
022 - A/B
C
009 - A/B 010 - A/B 035 008 - C
016
007
D 005 - B
007 - A
019 - B
E
014 - B 026 012- B Annotation:
Sheet Name Details - Drawing list Details overview - Level 1 Details overview - Level -1 H - A/B - Airlock door H - B -Ceiling/Facade H - A - Showroom Entrance H/V- A - Exhibition Space - Radiators A - Exhibition Space - Radiators Elevation V - Exhibition Space - Radiators - Renderings H - A/B - Wood wall/Floor/Ceiling principle H - A/B - Elevator H - B - Celing/Column 1 H - B - Ceiling/Column 2 H - B - Ceiling/Atrium H/V - A/B - Door - Wood walls H - B - Ceiling/Fireplace Chimney H - B - Ceiling/Railing H - Terrazo Floor and cladding H/V - Fire Hose H - A - Fire door V - Wood wall - Corners V - Wood wall - Curved ending (Cafe) V - Wood wall - Curved ending (exhibition) V - Wood wall to interior wood wall V - Kids Area - Hidden column V - Meeting room - Partition wall V - Built in Screen V - Wood wall - Ending V - Inspection Access Panel V- Wall Column Meeting V- Glass walls - edge connections H - Bathroom Doors V- Kids Area - Fabric wall - Mirror wall H - B - Kids Area - Fire door to Server room H/V - A/B Fire Door next to elevator lvl -1 V - Electrical socket V - A/B - Sliding door H - Sliding Door Case H - A - Sliding door at Community kitchen
XX (Detail number) - A (Bottom junction) / B (Top junction) H: Horizontal Detail - V: Vertical Detail
F
029
G
NIO Showroom H
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
Details overview - Level 1
I Project Number :
682024
Drawn :
RJC
Scale :
1 : 200
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
Drawing no. :
003 - A/B 024 030
J
025
006 - A
NIO_A_50_XX_001
Rev. Date :
Level 1 - Detail overview 1 : 200
O7 NIO HOUSE
Client : Project Manager : Architect : Contractor :
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
O7 9
8
7
5240
6
4590
SZAKMAI GYAKORLAT NIO HOUSE
5
2180
7840
4
3
1570
4650
2
1880
1
1050
(1) Hotelvægge 10,440
(2) Tagvindue 6,440 Tag
height span throughout construction: 1200 - 1340mm
100
1460
1460
1460
1200
5,450
Fabric ceiling, 10cm from columns, C/C 600mm
100
Atrium
3575
Information area
3575
Automobile exhibition space
wooden walls with drawers and shelving, shaping the space
radiator convector
NIO Life Marketplace
round columns wraping existing squared ones
Level 1 Glass railing, following slope of new floor top: 1,1m above floor level bottom:textile ceiling
KT. 0,025
0,000
terrain
KT. -0,575
Level 1 (-600) -0,600
Note: under development with the structural engineer
600
Acoustic panel
1200
acoustic board
Incubator Breakout Space
2950
Module meeting rooms/labs
2950
Staircase
Multifunctional exhibition space
Toilets
Level -1 (+970) -3,330
Storage
KT. -4,400
Level -1 -4,400
O7
Cross Section 1 : 100
KENDI CSABA KUND
Detailed Design
Rev. nr.
Detailed Design
4
Rev. nr.
NIO_A_50_XX_022
NIO_A_50_XX_041
15 15 32 12
100 Acoustic Boards
50
4
124
Door frame
Approx. 204
10
12
12
Approx. 204
224-003 124 mm. Timber stud wall
224-002 174 mm. Timber stud wall
Skirt for fixture of sliding door system OSB Board
50
120
24
120
24
224-018 159 mm. Plywood stud wall
2 layers of gypsum
Approx. 318
128
Cladding aligned with wall cladding
140 140 200
Extra metal frame
Sliding Door
Existing Wall
40 Ceiling
20
40
20
Existing Fire Door
Additional Construction providing support for wheels
2995
3205
2393
Wheels
15
1:9
36
25
Level 1
10
334-001 25 mm. Terrazzo floor
3206
2825
Aerated Conrete
50
0,000
Level -1
40
70
20
V - A/B - Sliding door
H - A - Fire door 682024
Drawn :
CKE
Scale :
1:5
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
Level -1 -4,350
Project Number :
1:5
NIO Showroom
60
NIO Showroom
75
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
Sliding Door extracted 50
80 50
80
-4,350 334-002 75 mm. Terrazzo ufh floor
Drawing no. :
Project Number :
682024
Drawn :
CKE
Scale :
1:5
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
Drawing no. :
Sliding door behind wall 1:5
NIO_A_50_XX_022
NIO_A_50_XX_041
Rev. Date :
Rev. Date : Client : Project Manager : Architect : Contractor :
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
Client : Project Manager : Architect : Contractor :
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
Detailed Design
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
Rev. nr.
NIO_A_50_XX_031
Detailed Design
Rev. nr.
NIO_A_50_XX_042 4
224-018 159 mm. Plywood stud wall
Approx. 226
174 15 15
32
224-003 124 mm. Timber stud wall
112 174
224-002 174 mm. Timber stud wall
15 15
32 12
100 Skirt over the ceiling
224-002 174 mm. Timber stud wall
Approx. 100 Sliding door
144
Timber strips aligned to the wall cladding
Existing Construction
10
Existing Constr. 69
134
610
570
30
60
80
640
590
3 mm Adhesive Layer
10
10
Isnpection access panel door panel: 570 mm x 590 mm must be placed before wooden cladding
Existing Plinth
Hinge
224-002 174 mm. Timber stud wall
10
Approx. 100
Last peace must be a fullone and Gaps must align withgaps around the opening
32 12
260
15 224-002 174 mm. Timber stud wall
100
Opening Handle
15 15
32
112
15
Horisontal Section
Vertical Section
1:5
1:5
NIO Showroom
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
V - Inspection Access Panel Project Number :
682024
Drawn :
NIO Showroom
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
H - Sliding Door Case CKE
Scale :
1:5
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
Drawing no. :
NIO_A_50_XX_031
Project Number :
682024
Drawn :
CKE
Scale :
1:5
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
Drawing no. :
NIO_A_50_XX_042
Rev. Date : Rev. Date : Client : Project Manager : Architect : Contractor :
O7 NIO HOUSE
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
Client : Project Manager : Architect : Contractor :
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
C
D
E
F
Detailed Design
G
H
I
O7
Rev. nr.
NIO_A_50_XX_008
9
SZAKMAI GYAKORLAT NIO HOUSE
Detailed Design
Rev. nr.
10
9 371
400
560
847
983
1160
1264
1130
NIO_A_50_XX_007 Ventillation hole
Level 1 0,000
Existing Window
420 473
Elevation - Radiators 3346
35 50
335
30
15
35
10 75
75
473
10
10 15
15
1 : 100
420
35 1010
35 20
55
545
35 1010
35 1010
35
36 20
35
35
35
35
35
35 mm x 35 mm wooden studs
56 55
545
55
545
55
545
55
390
35
390
Varies
55
35 1010
35 1010
115
600
420 75
Level 1
0,000
50
50
Level 1
Wooden Strips glued on back board Painted white
50
0,000
Radiacor cover under-board
Radiator Side Cover - Top strips
1 : 20
D
Radiator Varies
600
10 15
Finish surface is painted white.
25
10 10 1010
50 mm x 35 mm wooden studs
Existing Wall
1 : 20
600
35
Note: When building after this detail it is required to look at the same time drawing "NIO_A_50_XX_007 - H/V- A - Exhibition Space - Radiators" and "NIO_A_50_XX_009 - A - Exhibition Space - Radiators - Renderings" to complete understanding of the radiator covers. OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
Back Board Painted White
A - Exhibition Space - Radiators Elevation
Date :
12.05.2021
Approved :
KLA
Drawing no. :
NIO_A_50_XX_008
Level 1 0,000
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
600
Level 1
35
50
Rev. Date : Client : Project Manager : Architect : Contractor :
50
50
NAW
75
CKE
Checked :
80
Drawn :
1:100 / 1:20 / 1:10 As indicated
3346
682024
Scale :
1200
Project Number :
600
984
Varies
35
NIO Showroom
35
3346
35 50
Ventillation Hole
0,000
Radiator Cover Section Radiator Side Cover - Principle
1 : 10
1 : 10
473
600
D
Note: When building after this detail it is required to look at the same time drawing "NIO_A_50_XX_008 - A - Exhibition Space - Radiators Elevation" and "NIO_A_50_XX_009 - A - Exhibition Space - Radiators - Renderings" to complete understanding of the radiator covers
NIO Showroom
OBS Every measurements to existing construction are guiding and needs to verified on site. All measurements need to be cross referenced, so placement of all building parts are determined from at least 2 measurements from at least 2 directions. If there emerges doubts or question, the site supervision needs to be contacted.
Whole Top 1 : 20
H/V- A - Exhibition Space - Radiators 682024
Drawn :
CKE
Scale :
1:20 / 1:10 As indicated
Checked :
NAW
Date :
12.05.2021
Approved :
KLA
487
Project Number :
35
50
334
Drawing no. :
NIO_A_50_XX_007
Rev. Date :
10 10 10 10
Client : Project Manager : Architect : Contractor :
NIO Automotive / No. 56, Antuo Road, Anting Town / Jiading, Shanghai 201800, CN Reidar Steine / Leif Tronstads Plass 6 / 1337 SANDVIKA Schmidt Hammer Lassen Architects / Njalsgade 17A, Pakhus 2 / 2300 København S, Danmark Seltor AS / Dokkvegen 8, 3920 Porsgrunn, Norge
Tel: Tel: Tel: Tel:
+86 (21) 69 08 33 06 +47 951 90 179 +45 86 20 19 00 +47 35 93 10 20
Radiator Cover Top 1 : 10
O7 KENDI CSABA KUND
O8 VIA OSLO
O8
SZAKMAI GYAKORLAT VIA OSLO
O8 KENDI CSABA KUND
O8 VIA OSLO
O8
SZAKMAI GYAKORLAT VIA OSLO
A szakmai gyakorlatom első projektje az úgyszintén Osloban található VIA Vika irodaház és bevásárlóközpont volt. Csatlakozásom pillanatában a helyszínen már a helyén állt a fő tartószerkezet és kezdetét vette az előregyártott homlokzati elemek felszerelése. A tervezési folyamat ennek ellenére még javában zajlott. A jövőbeli cégekkel való egyeztetések alapján folyamatosan alakultak a belső terek kialakításai. Feladataim között voltak például a gyártóval együttműködve a mozgólépcsők környezetének tervezése, födémáttörések helyzeteinek aktualizálása a statikai modellek alapján és a pontos burkolati tervek elkészítése, illetve az épületgépészet homlokzati áttöréseinek rejtett kivitelezése.
O8 KENDI CSABA KUND
VEGGER Retail
VEGGER Retail
Opbygning
782 697
01R0.7.4090 Foodcourt 739,8 m²
S30 Rørsjakt 3,3 m²
242.074
2360
218
242.074
1460
S27 Sjakt Avkast Kjøkken 2,8 m²
242.001
Gipsvæg, 100mm sjaktvæg. Opbygning: 2x13 mm gips 70 mm stålstender og 70 mm mineral uld.
242.087
Gipsvæg, 85mm sjaktvæg. Opbygning: 20 mm litex, 15 mm fibersementplate, 50 mm stålstender
242.002
Gipsvæg, 110mm sjaktvæg. Opbygning: 3x13 mm gips 70 mm stålstender og 70 mm mineral uld.
242.091
OSB-Gipsvæg. 185 mm EI 60/48 dB Opbygning: 2x13 mm gips, 12 mm OSB, 120 mm stålstender med 120 mm mineral uld, 2x13mm gips
242.003
Gipsvæg. 120 mm Opbygning: 2x13 mm gips 70 mm stålstender og 70 mm mineral uld, 2x13mm gips.
242.092
Branngips-Gipsvæg. 170 mm EI 90 Opbygning: 2x13 mm branngips, 120 mm stålstender med 120 mm mineral uld, 2x13mm branngips
242.004
Gipsvæg. 150mm. Opbygning: 2x13 mm gips 100 mm stålstender og 100 mm mineral uld, 2x13mm gips.
242.093
242.005
Gipsvæg. 170 mm Opbygning: 2x13 mm gips 120 mm stålstender og 120 mm mineral uld, 2x13mm gips, OSB mellom stender etter behov
OSB-Gipsvæg. 200 mm EI 60/48 dB Opbygning: 2x13 mm gips, 12 mm OSB, 120 mm stålstender med 120 mm mineral uld, 12mm OSB, 2x13 mm gips
242.095
Gipsvegg. 170 mm Oppbygning: 1x13 mm gips, 2x6 mm finer, 120 mm stålstender og 120 mm mineral uld, 2x6 mm finer, 1x13mm gips.
Q3
S26 Sjakt Avkast Kjøkken 5,6 m²
242.074
? ? ?
246.117 242.074
120
1140
3525 120
2338
120
Gipsvæg, 160mm sjaktvæg. 3 x 13 mm branngips, 120 mm stålstender
245
4540
242.074
242.086
F5
242.074
Y6
242.006
Gipsvægg. 200mm. Opbygning: 3x13 mm gips 120 mm stålstender og 120 mm mineral uld, 3x13mm gips
242.096
242.008
OSB-Gipsvæg. 150 mm Opbygning: som 242.004 hvor inderste lag gips udskiftes med 12mm OSB på begge sider.
OSB-Gipsvægg. 145mm sjaktvæg. 1x13 mm gips, 1x12 mm osb, 120 mm stålstender og 120 mm mineral uld
242.097
Gipsvægg. 325mm EI 120. 3x13 mm gips, 120 mm stålstender og 120 mm mineral uld, 10 mm mellomrom, 120 mm stålstender og 120 mm mineral uld, 3x13 mm gips.
242.098
Ytong 365 mm Massivblokk med 10 mm finpuss
242.099
OSB-Gipsvæg. 224 mm EI 60/44 dB Opbygning: 2x13 mm gips, 1x12 osb, 150 mm stålstender og 150 mm mineral uld, 1x12 mm osb, 2x13 gips.
242.100
Ytong 100mm blokk 10 mm finpuss
242.102
Leca isoblokk 250mm med puds på begge sider
242.103
Troax tett felt, med overstrøming i top/nettning
242.104
Leca multiblok 200mm puds på begge sider
242.107
Gipsvægg. 120 mm EI60 Opbygning: 2x13mm gips, 70 mm stålstender og 70 mm mineral uld, 2x13mm gips, med kubbing for håndløper
242.109
Ytong 60mm blokk 10 mm finpuss
242.110
50 mm Paroc
242.111
Gipsvægg 70 mm Opbygning: 50 mm stålstender og 50 mm mineral uld, dampsperre, 20 mm Finer
242.112
Gipsvæg, 70mm sjaktvæg. Opbygning: 20 mm litex, 50 mm stålstender
242.113
Klimavegg EI60 Opbygning: 2x13 mm gips, dampsp., gips 13 mm, 200 mm stålstender og 200 mm mineralull, 9 mm Cembrit Windstopper
242.114
Lecavegg, 134 mm 124 mm Leca, 10 mm puss
242.115
OSB-Gipsvægg 75 mm Opbygning: 1x13 mm gips, 1x12 mm OSB, dampsperre, 50 mm stålstender og 50 mm mineral uld
242.116
Klimavegg Opbygning: 13 mm gips, dampsp., OSB 12 mm, 200 mm stålstender og 200 mm mineralull, 9 mm Cembrit Windstopper
7283
Avventer oppdatering av IARK underlag
1352.57
4240
242.009
OSB-Gipsvæg. 170 mm Opbygning: som 242.005 hvor inderste lag gips udskiftes med 12mm OSB på begge sider.
242.010
Gipsvæg. 230 mm Opbygning: 2x13 mm gips 2x70 mm stålstender og 2x70mm mineral uld, 2x13mm gips. 40mm mellem stender.
Åpent ned ? ? ?
2640
3570 r 9531
242.005
120
242.074
RT 1+2
246.117
242.015
OSB-Gipsvæg. 120 mm Opbygning: som 242.003 hvor inderste lag gips udskiftes med 12mm OSB på begge sider.
242.017
OSB-Gipsvæg, 100mm sjaktvæg. Opbygning: som 242.001 hvor indereste lag gips udskiftes med 12mm OSB.
Se detalje 54_L_045
200 455
242.074
DT.01af - 9x21M DT.01af - 9x21M
910
3105
01R0.4.4030.D2
01R0.4.4030 EL-rom 2,6 m²
242.074
Gipsvægg. 195mm 2x13 mm gips 150 mm stålstender og 150 mm mineral uld, 1x20 mm Litex
0 00 r6
242.086
910
120 7255
01R0.4.4030.D1
242.019 7270
Y5
Rekkverk Innvendig radius: 6000 mm Se detalje: 54_L_xxx
Q2
242.021
OSB-Gipsvægg. 175mm 1x13 mm gips, 1x12 mm osb, 150 mm stender i tre og 150 mm mineral uld
242.022
OSB-Gipsvægg. 165mm 1x13 mm gips, 1x12 osb, 120 mm stålstender og 120 mm mineral uld, 1x20mm Litex
242.023
2650
400
400
2650
250
OSB-Gipsvægg. 160mm 1x13 mm gips, 1x12 mm osb, 120 mm stålstender og 120 mm mineral uld, 1x12 mm osb
1070
242.024
OSB-Gipsvægg. 155mm 1x12 mm osb, 120 mm stålstender og 120 mm mineral uld, 1x20mm Litex
242.074
7225
7355
3714
Rulletrappe ned til plan 0
01R0.7.4090.D4
01R0.7.4090 Foodcourt 739,8 m²
DTS.14 -
242.026
Gipsvægg. 145mm sjaktvæg. 2x13 mm gips 120 mm stålstender og 120 mm mineral uld
00 63
Gipsvægg. 115mm 2x13 mm gips 70 mm stålstender og 70 mm mineral uld, 1x20mm Litex
242.028
Gipsvægg. 110mm 2x13 mm gips 70 mm stålstender og 70 mm mineral uld, 1x13 mm gips
242.029
Gipsvægg. 95mm 2x13 mm gips 70 mm stålstender og 70 mm mineral uld
242.034
Letklinkervæg 250 mm
Kode
Opbygning
242.035
Letklinkervæg 320 mm 246.001
Træpanelbeklædning, 60mm.
242.036
Letklinkervæg 150 mm 100 mm Leca, 50 mm Litex
246.003
Veggflis Living ceramics, Ground wall, Grey, Tip 300x900 mm
242.037
Letklinkervæg 150 mm 150 mm Leca
246.106
Flis Mutina Rombini Triangle Small, hvit. Hvit fuge fra Mutina
242.040
Wedi 50 mm 246.111
242.050
Glassvæg i rumhøjde, DEKO FG
Villeroy & Boch 2411 RT2M Anthranzit R9 A, 23x73 mm (300x300 nett) Farge: Anthrazit med grå fuger
242.056
Glassv. i romhøyde, 10 mm herdet fullglassvegg 246.116
Rimexbekledning; Rimex CT Bronze Vortex Soft Plain, 60mm
YGDD -
242.006
242.027
800 120
DT.15b - 20x24M
Ⓐ
860
Luke: se skisse SK-452
Dør uavklart
01R0.2.3020 Vindfang 13,7 m²
x 860mm Brannskap: Hul: 860 Se detalje 54_V_004 UK. 1100mm O.F.G.
01R0.2.3020.D1
242.009
7,250
3300
3350
242.005
120 242.009
4825
120
4825
120
75
1988 01R0.3.2070 Toiletter 246.003 17,6 m²
Gipsvegg. 250mm 2x13 mm gips 70 mm stålstender og 70 mm mineral uld, 2x13mm gips 60 mm Installasjonsvegg beklædt med Aluminum RAL 8019 matt overflate.
242.081
Gipsvægg. 315mm 70 mm stålstender 60 mm Installasjonsvegg beklædt med Aluminum RAL 8019 matt overflate.
242.082
Gipsvæg. 395 mm Opbygning: 1x13mm gips, 3x13 mm fibergips, 120 stålstender, 50 mm mellomrom, 120 stålstender, 3x13 fibergips, 1x13mm gips
242.083
Gipsvægg lydstender 195 mm 3 x 13 mm gips, 120 mm lydstender (xr, dB+) m/ ≥ 100 mm mineralull, 3 x 13 mm gips
01R0.3.2070.D2
242.084
Gipsvæg. 170 mm Opbygning: 2x13 mm gips 120 mm stålstender og 120 mm mineral uld, 2x13mm gips, OSB mellom stender etter behov
246.003
Åpent opp
246.106
960
2000 Earth, 15 Granitt, Larvikitt mm (+ opbygning iht leverandør)
2300 242.008
01R0.4.2070 EL-rom 2,4 m²
250
4204
242.008 242.017
125
246.024
100
242.008
242.034
6°
120
VEGGER BEKLEDNING - Retail Kode
Opbygning
246.019
Rimex CT Bronze Vortex Soft Plain
246.024
Som gipssjaktvegg, hvor innerste lag gips er byttet ut med OSB, 50mm stendere
246.117
Vogue IN Latte, RAL 9010, format 5x20 cm
246.122
Lasselsberger extra black format 100x100 mm
Arbeidstegninger
242.005
TEGN. NR.
R26_A_21_01_K1 FORMAT I MM:
1450
7500
Se detalje 54_L_047 og 81_01_078
242.017
775
Se detalje 54_L_033 og 54_V_017
1285
DT.01ae - 8x21M
242.008
1675
800
242.008
100
120
4188
1220
400
810
246.003
Betong Bjelke under himling1220
246.106
242.005
DT.01ae - 8x21M
242.017
1638
18
Se tegning 91_01_805
205 100
01R0.3.2070.D3
100
246.106
651
205
810
242.001 1762
1500
DT.01aa - 12x20M
242.008
246.003
246.106 613
242.001
205 20 100 5
01R0.4.2070.D2
75 100 525 295
1220
100
Gipsvægg. 150 mm sjaktvæg EI 60 Opbygning: 3x12 mm gips, 120 mm stålstender og 120 mm mineral uld
242.080
242.005
r 54 75
2400
01R0.3.2070.D4
242.008
For kjernebekledning (Mutina Rombini) Se detalje 54_V_017 og 54_L_033
246.133
DT.01aa - 12x20M
810
DT.01ae - 8x21M
1220
4033
4083
r 31 25
1010
242.008
242.017
100 100
205
205 100
100
242.008
DT.07g - 10x21M
159 100
378
246.003
1220
242.017
242.008
01R0.6.2020.D1
810
DT.01ae - 8x21M
242.008
Åpent opp 242.017
242.008
242.056
Vådrom. 160mm 1x20mm Litex 120 mm stålstender, 1x20mm Litex
242.074
8687
242.008
01R0.4.2070.D1
400
1081
2080
01R0.6.2021 Vinskap 4,7 m²
120 242.005
01R0.3.2070.D5
100
242.008
242.008
242.008
Vådrom. 140mm 1x20mm Litex 120 mm stålstender
242.073
3060
400
100
DT.01ae - 8x21M
246.003 242.008
1220
242.017
1200 mm brystning (242.008) under glassvegg
Vådrom. 110mm 1x20mm Litex 70 mm stålstender, 1x20mm Litex
242.072
246.003
325
242.003
100
2000
01R0.3.2060.D2 242.008
100
242.008
Dørtype samt hulmål uavklart
20 205 5 100
810
242.017
01R0.3.2080 Oppvask 15,9 m²
925 242.005
183
242.003
525
51 242.008
242.009
DT.01ae - 8x21M
242.017 242.050
242.071
120
1°
950 242.008
DT.01ee - 10x21M
555
10
2750
01R0.3.2060.D3
246.003 242.008
1220
Åpent opp
205 205 100
555
246.003
01R0.3.2071 HC Toalett 14,0 m²
1541
01R0.3.2070.D1
2330 810
242.008
100
DT.01ee - 10x21M
5963
DT.25 -
Rullegitter
205 20 100 5
DT.01ae - 8x21M
555
3775
3250
800
01R0.3.2060.D4
242.001
01R0.6.1010.D2
242.005
°
800
121°
6,370
01R0.3.2060.D1
325 242.005
31
6 48
205 242.003 810
3650
100
246.003
648
E
100
242.001
DT.01q - 10x21M
325
555
Lift
Se: R26_A_82_01_T06 Trappe ved vinbar
555
759
100
Vådrom. 90mm 1x20 mm Litex 70 mm stålstender og 70 mm mineral uld
242.008 01R0.3.2071.D2
400
242.009
01R0.3.2060 Toiletter 18,2 m²
01R0.6.1010 Vinbar 181,8 m²
6200
6225 242.008
01R0.3.3060 BK 1,9 m² 242.009
Veggliv sparkles for å få jevn overgang til sirkelbuens tangent
1049
DT.01 - 10x21M
5° 10
120
860
E
2077
5013 242.008
DT.01 - 10x21M
3333
5,350
100
36
1250
2850
242.070
01R0.3.2071.D1 01R0.3.3060.D1
465
1050
1010
1930
1010
1092
555
2100
120
1310 1250
242.005
Hjørneavslutning uavklart 246.003 242.008
1575
3065
400
242.008
120
01R0.7.3080 Matbod Tapas 17,1 m²
2600
555
Ⓐ
01R0.2.3021 Kontor lobby 14,8 m²
5547
72
5,350
DT.16 - 13x24M
Ⓐ
01R0.2.3021.D1
YGDD -
S01.41
120
242.002
7225
Y3
2650
Q1
1310
242.005
638
242.002
38
120
6682
K3 1025
2234 242.005
DT.02aa - 13x21M
75
242.001
242.005
350
400
Rev. U New wall added and type changed
Brannsentral
242.074
VEGGBEKLEDNING - Standard
01R0.9.3030.D1
7,250
242.001
Ⓐ
7,350
01R0.9.3030 Trappe Forretning 15,7 m²
120
01R0.2.3010 Lobby 14,6 m²
T4 01R0.9.3020 Trappe Forretning 15,7 m²
1210
1210
Y4
Ⓐ
1480
242.005
242.005
T5
2131
120
120
242.034
DT.01 - 12x21M
Granitt, Larvikitt Earth, 15 mm (+ opbygning iht leverandør)
01R0.9.3020.D1
S01.42
4730
5193 854
Ⓐ
Gipsvægg. 145mm 1x13 mm gips 120 mm stålstender og 120 mm mineral uld, 1x13mm gips
1912
120
Se: R26_A_82_01_T07 Vindftang trappe
242.025 01R0.7.4090 Foodcourt 739,8 m²
Rev. U Ny dørnummer
S27 Rørsjakt 4,1 m² 242.009
Opbygning
Letklinkervæg 200 mm 150 mm Leca
A0L1400
841x1399
Generelle Note 650
3166
S32 Rørsjakt 1,8 m²
745
242.074
745
620
450
325
RT5
Dør automatikk/dørpumpe, skal ha spikerslag på ovenfor liggende skjørt/vegg
A
R2
Alle høye vegger må godkjennes av RIB
246.106 242.074
490 120 3815 3486
01R0.6.1010 Vinbar 181,8 m²
1668 246.106 242.074
Geggus Top Clean Trend på spesialmål
Åpent opp Se detalje 51_L_028
REV: DATO: REVISJON OMFATTER: M 2021.01.15 Arbeidstegning endret, se tekst på revisjonsskyer N 2021.01.21 Arbeidstegning endret, se tekst på revisjonsskyer O 2021.02.18 Arbeidstegning endret, se tekst på revisjonsskyer P 2021.02.25 Arbeidstegning endret, se tekst på revisjonsskyer Q 2021.03.04 Arbeidstegning endret, se tekst på revisjonsskyer R 2021.03.11 Arbeidstegning endret, se tekst på revisjonsskyer S 2021.03.18 Arbeidstegning endret, se tekst på revisjonsskyer T 2021.03.25 Arbeidstegning endret, se tekst på revisjonsskyer U 2021.04.15 Arbeidstegning endret, se tekst på revisjonsskyer
6755
6755
Y2
1730
6,370
Se detalje 51_L_023
246.133
S01.34 YGDD -
Se detalje 54_L_048
Åpent ned
UTF.: VAS VAS VAS VAS VAS VAS VAS VAS VAS
Se detalje 54_L_048
BYGHERRER
:
TOTALENTREPRENØR
:
7500
Ruseløkkveien 26 FASE
:
EMNE
:
Saksnr.
:
2014-017
Dato
:
17.08.2020
Mål
:
1:50 1 : 50
Utf.
:
ADB
Kontroll
:
KKS
Godkj.
:
SCS
Se detalje 51_L_052 Se detalje 54_L_052
Se detalje 54_L_052
R1
410
Y1
Se detalje 54_L_055
Z1 X2 X1
O8 VIA OSLO
X3
X4 Z2
X5
GODKJ.: SCS SCS SCS SCS SCS SCS SCS SCS SCS
X6
TEGN. NR.
Detaljprosjekt
Storebrand Eiendom AS Aspelin Ramm Gruppen AS Veidekke Entreprenør AS
R26_A_21_01_K1
Plan 1, Kjellerområde 1
ARK
schmidt hammer lassen architects k/s T +45 70 20 19 00
RIB
WSP Engineering AS
T +47 23 27 80 00
RIVv
Norconsult AS
T +47 67 57 10 00
RIVr
Sweco Norge AS
T +47 67 12 80 00
RIE
ECT
T +47 32 26 71 00
RIG
Rambøll Norge AS
T +47 22 51 80 00
LARK
SLA Oslo
T +47 40 64 28 36
FAC
STATICUS Norge AS
T +47 41 58 79 62
O8
X5
SZAKMAI GYAKORLAT VIA OSLO X5
Rev. D Glass support changed
120
Glassveggsinnfesting iht til leverandør 105 15
Glassveggsinnfesting iht til leverandør
Rev. D Final Position of Glass wall
Plan 2 12mm OBS-plate somspikerslag på alle skjørter
10,870
100
Lydfuge
14,270
1 612
48
20
30 63
Toleranse
Himling Rimex ColorTex Bronxze Vortex Soft Plain 1200 x 600
Mulighet for himling for leietaker
X5
Deko FG Clear 22 mm glass 32mm profile
156
Rekkverk og dets innfesting iht til rekkverksleverandør
Gulvoppbygning: 15mm Granit, Larvikitt Earth + lim 35mm Avretning 100mm Armert påstøpt betong 480mm LECA fyll 320mm Betongdekk
Glassveggsinnfesting iht til leverandør
Rev. D Connection of Handrail Changed
6
50
Stålplate (tilsvarende rekkverk) 10x120 mm, RAL 8019 matt Plan 2
Rekkverk se detalje: 54_L_017
Detalje 1
Detalje 1 1:5
100
170
10,870
Ref. sheet: 54_L_018
6 12 48 20
100
Toleranse 156 156
Rev. D Glass support changed
480
67 120
Toleranse
200mm sokkel iht RIB
200
3
Ved Rekkverk 1 : 10
257.301 Rasterhimling, 1200 x 1200 x 70 mm, 150 x 150 mm maskestr. Åpningsgrad 81%, RAL 9004 Teknisk bestykning i RAL 9005
100
STANDARD oppbygning dekkeforkant 67 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 6 mm gips 12 mm kryssfinér (2 x 6 mm finér i buer) 48 mm utlekting 120 mm stålstender under betong for avstiving
Bøyd rundt i underkant
320
20 mm toleranse mot betong
U Profile RAL 9005
40
Vinkelprofil RAL9005 iht leverandør - bues i buer
Detalje 2 1:5
2220
156
Ref. sheet: 54_L_018
Ruseløkkveien 26
Detaljprosjekt
Emne :
TEGN. NR.
Innvendig Dekkforkant v. inngang MVN 100
Saksnr. :
Detalje 2
8,750
8,650
1
Ved glassveg 1 : 10
2014-017
Utf. :
VAS
Dato :
2019.12.19
Kontroll:
KKS
Mål :
As indicated
Godkjent :
SCS
Fase :
Detaljprosjekt
Rev. dato :
2021.03.18
54_L_018-D Rev. nr.
D
schmidt hammer lassen architects k/s T +45 70 20 19 00
O8 KENDI CSABA KUND
25
R26_A_91_01_805 1
22
R26_A_91_01_805 3
R2
25 4
X5
75
8,650
5387 Mutina Rombini Triangle Small, W hite 310 x 35 x 22 mm med 2 mm hvite fuger OBS! Fuger justeres slik at flisen avsluttes med hel flis (triangle) ved alle hjørner, samt hel eller halv flis mot vegger og døråpninger Avretting og flisekleb på gips
20 22
1102 4 86
605
H12
1200
3300
50
13
Se Detajle 54_L_052
50 r5
126
373
444
444
444
444
444
444
444
444
444
444
5387
600
Mål kontrolleres på stedet og fuger tilpasses til hele fliser
4
444
Rekkverk og dets innfesting iht til rekkverksleverandør
336
1200
3713
4264
Se detajle: 54_L_033
Plan 1 5,350 161
148 148
Se Detajle 54_L_047
148
148
67
Se Detajle 54_L_033
100
R2 1200
2
4264
4,600
155
400
Rombini Carré Uni W hite 146 mm x 400 mm 2 mm hvite fuger
2
600
148
Rombini Carré Uni W hite 146 mm x 310mm 2 mm hvite fuger
R2
650
775
Minimumsavstand over håndløper til Mutina Triangle er 600 mm iht KONE
Åpent Ned
30
22
4
Ned til Nivå 0
120
Flisevegg langs RT5 1 : 20
L-Profil
X5
RT5 Rulletrappe Plan 1 1 : 20
Vægbeklædning RT5 Plan 1 1:5
Rekkverk og dets innfesting iht til rekkverksleverandør
X5
R2
Gulvoppbygning: 15mm Granit, Larvikitt Earth + lim 35mm Avretning 320mm Betongdekk iht RIB
R2
Rev. A Connection of Handrail Changed
5
5,350
5,350
50
Plan 1
Toleranse 107
320
Rekkverk se Bygningsdelstegning: R26_A_81_01_078
750
Bekledning på Dekkforkant: 1mm pålimt Rimex CT - Bronze Vortex 6 mm Gips monteres med forsænkede skruer 12 mm kryssfinér 48 mm Utlekting
Rekkverk og dets innfesting iht til rekkverksleverandør
38
82
336
42 113
Plan 1 5,350 155
1200
1200
STANDARD oppbygning dekkeforkant 67 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 6 mm gips 12 mm kryssfinér (2 x 6 mm finér i buer) 48 mm utlekting 120 mm stålstender under betong for avstiving
1200 161
67 94 4264
Metallhimling RAL 9004 (som rasterhimling)
4,600
4264
Bøyd rundt i underkant
67
U Profile
3713
Vinkelprofil RAL9005 iht leverandør - bues i buer
Uavklart avslutning. RIB?
4,600
25
750
STANDARD oppbygning dekkeforkant 67 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 6 mm gips 12 mm kryssfinér (2 x 6 mm finér i buer) 48 mm utlekting 120 mm stålstender under betong for avstiving
120
25
120 Rimex tilpasses og avsluttes mot OK innkledning på rulletrapp
12mm OBS-plate somspikerslag på alles kjørter
100
4,700
Lydfuge 2,900 Bøyd rundt i underkant
4,600
Ruseløkkveien 26
65
40 U-profil som avslutning på platelag i bunn, sort RAL 9005 Vinkellist 20 mm (H:30 mm) iht leverandør, sort RAL 9005
Ruseløkkveien 26 A/S
Emne : FASE
Detaljprosjekt Dekkforkant RT5 :
257.301 Rasterhimling
EMNE : Saksnr.
O8
:
Utf. : 2014-017 Flisevegg og dekkeforkanter Kontroll: 03/09/21 ved RT5
Dato : Mål : Dekkeforkant RT5 1 : 20
Dekkeforkant 1:5
1 : 10
FaseSaksnr. :
:
2014-017 Detaljprosjekt
Dato
:
2021.03.25
Mål
:
As indicated 1:20, 1:5
Godkjent :
Rev. dato :
schmidt architects k/s T +45 70 20 19 00 Utf. hammer lassen CKE :
Kontroll Godkj.
VIA OSLO
:
SCS
:
SCS
ARK
schmidt hammer lassen architects k/s T +45 70 20 19 00
RIB
WSP Engineering AS
T +47 23 27 80 00
RIVv
Norconsult AS
T +47 67 57 10 00
RIVr
Sweco Norge AS
T +47 67 12 80 00
RIE
ECT
T +47 32 26 71 00
O8
R1 Sokkel mot gate: 35mm Natursten. Puss tilpasset sånn at natursten ligger i samme liv som fasadesten. 100mm oppmuret lecablokker ankret i betong. 100mm isolering Vanntett membran koordineres med fasadeleverandøren som prosjekterer fasadeelementer
200mm plasstøpt betong iht RIB
1030
Generelt: Åpning i rekkverk/avstand fra søyle/fasade, maks 80mm
609
SZAKMAI GYAKORLAT VIA OSLO
NB! Av hensyn til høye temperaturer fra gassavkasten må alle isolering og vindsperrer være ikke-brennbare
Rekkverk se detalje: 54_L_017
D8
2 x 13 mm Gips Dampsperre 13 mm Gips 200 mm Stålstender 200 mm Ikke-brennbar Mineralull 9 mm Cembrit Windstopper
Rekkverk og dets innfesting iht til rekkverksleverandør
Rev. B Connection of Handrail Changed
Natursten
C4 237
50 200
150 Leca med puss
200
376
5
5,350
15 20 35 100 100
5,350
C4
Stål og brannisolering iht til RIB
5,440
20
Plan 1
200
2020
5,560
351 450
3394 4,950
994
1200
1200
Gassavkast iht leverandør 120
4,680
100
25
159 Oppbygning dekkeforkant ved stålbjelker 53 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 12 mm gips 15 mm branngips 25 mm hatteprofiler 120 mm stålstender under betong for avstiving
68
100
100
evt. skråavstiver
Brannisolering og innfesting av rekkverk må kontrolleres av ING
760
100
Conlit iht. RIB
106
300
Plasstøpt med finpusset overflate
2450
1276
350
1650
220
30 Grensesnitt STA/VD 2994
Skjørt sparkles og males i farve iht Meny 3,750 3,700
MD-1: Sokkeldetalje mod Munkedamsveien ved dob. højt rum. Naturstensbeklædningen uden spring i facaden
Ruseløkkveien 26
Detaljprosjekt
Emne :
TEGN. NR.
Sokkel ved dob. høyde mot gate, MD-3 Saksnr. : Dato :
2014-017
Utf. :
VAS
2020.06.24
Kontroll:
KKS
Mål :
1 : 20
Godkjent :
SCS
Fase :
Detaljprosjekt
Rev. dato :
2021.03.18
51_L_023-B
100 mm Stålstender 100 mm Ikke-brennbar Mineralull 9 mm Cembrit Windstopper
52_L_016
Rev. nr.
B
30 mm ikke-brennbar Mineralull limt til profil
D8
schmidt hammer lassen architects k/s T +45 70 20 19 00
C4
Ruseløkkveien 26
Gassavkast DMG
Lydfuge
250 100
30
Mulig himling i leiemål Himling Rimex ColorTex Bronxze Vortex Soft Plain 1200 x 600
X6
230
199
7
52_V_056
Saksnr. :
2014-017
Utf. :
CKE
Dato :
2021.02.25
Kontroll:
JEH
1 : 10
Godkjent :
SCS
Detaljprosjekt
Rev. dato :
100 mm Stålstender 100 mm Ikke-brennbar Mineralull Mål : 9 mm Cembrit Windstopper
Fase :
100
Deko FG Clear 22 mm glass 32mm profile
TEGN. NR.
NB! Av hensyn til høye temperaturer fra gassavkasten må alle isolering og vindsperrer være ikke-brennbare
12mm OBS-plate somspikerslag på alle skjørter
57 30
Detaljprosjekt
Emne :
Grensesnitt STA/VD
Rev. nr.
200 30 mm Ikke-breannbar mineralull limt til profil
1200
3600
1200
933
2 x 13 mm Gips Dampsperre 13 mm Gips 200 mm Stålstender 200 mm Ikke-brennbar Mineralull 9 mm Cembrit Windstopper
255.014
5
150
Plan 2 10,870
Rekkverk og dets innfesting iht til rekkverksleverandør
6346 1034
5
100
schmidt hammer lassen architects k/s T +45 70 20 19 00 Glassveggsinnfesting iht til leverandør
6263
2423
1616
STANDARD oppbygning dekkeforkant 67 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 6 mm gips 12 mm kryssfinér (2 x 6 mm finér i buer) 48 mm utlekting 120 mm stålstender under betong for avstiving
18
807
1100
86 300
67 Brannisolering og innfesting av rekkverk må kontrolleres av ING
Gassavkast iht leverandør
Oppbygning dekkeforkant ved stålbjelker 53 mm: 1 mm Rimex CT Bronze Vortex Plain limt til underlag 12 mm gips 15 mm branngips 25 mm hatteprofiler 120 mm stålstender under betong for avstiving
100
130
Sålbenk
2220
67
Conlit iht. RIB
250
120
53
946
1200
3600
1200
120
25
100
100
8,775
100 mm Stålstender 100 mm Ikke-brennbar Mineralull 9 mm Cembrit Windstopper
933
100
Hard isolering 257.301 Rasterhimling 8,650
40
40
257.301 Rasterhimling 8,650
U-profil som avslutning på platelag i bunn, sort RAL 9005 U-profil som avslutning på platelag i bunn, sort RAL 9005
Vinkellist 20 mm (H:30 mm) iht leverandør, sort RAL 9005 Vinkellist 20 mm (H:30 mm) iht leverandør, sort RAL 9005
Ruseløkkveien 26
Detaljprosjekt
Emne :
Ruseløkkveien 26
RT3+4 Dekkeforkant 2014-017
54_L_049
Utf. :
CKE
Kontroll:
SCS
Mål :
1 : 20
Godkjent :
SCS
Fase :
Detaljprosjekt
Rev. dato :
2021.03.18
schmidt hammer lassen architects k/s T +45 70 20 19 00
Rev. nr.
Detaljprosjekt
Emne :
TEGN. NR.
Saksnr. : Dato :
Vanntett membran føres opp bak fibersementplate samt ut over rist i fasade
TEGN. NR.
Gassavkast DMG
Plan 2
52_L_016
10,870 Saksnr. :
2014-017
Utf. :
CKE
Dato :
2021.02.25
Kontroll:
JEH
Mål :
1 : 10
Godkjent :
SCS
Fase :
Detaljprosjekt
Rev. dato :
Rev. nr.
schmidt hammer lassen architects k/s T +45 70 20 19 00
KENDI CSABA KUND
O8
O9 SUNDHEDSCENTER
O9
DIPLOMA MUNKA SUNDHEDSCENTER
O9 KENDI CSABA KUND
Snit A-A/ 1:200
Facade/ vest/1:200
O9 SUNDHEDSCENTER
Snit B-B/ 1:200
Facade/ syd/1:200
O9
DIPLOMA MUNKA SUNDHEDSCENTER
A diploma munkám alapjául egy a Schmindt Hammer Lassen Architects által benyújtott tervet vettem, ami egy Koppenhága belvárosának északi nyugati területén elhelyezkedő rákos betegek számára kialakított egészségügyi központ koncepcióját fogalmazza meg. A koncepció szerint az épület külső homlokzatának héja perforált acéllemezekből áll, amik bizonyos ablakokat elfedve biztosítják a belső terek intimitását, míg a belső homlokzatok egy erősen porózus felületet alkotva engednek utat a természetes fénynek, amely elengedhetetlen kelléke a gyógyulást elősegítő tereknek. Ami azonban a legjobban megfogott a projektben, az az egészségügyi épületekben megszokott függesztett álmenyezetek teljes nélkülözését lehetővé tévő, középen húzódó vastag falszerkezet, amely az épületen végig futva magába foglalja a légtechnikát, és ami helyet ad bútorozható területeknek is, amik így hozzájárulnak mind a közlekedő és az ebből nyíló szobák értékéhez is.
O9 KENDI CSABA KUND
N
Section C-C
HCC02_H3_EX_AR_N03 Section C-C
Section B-B_01
HCC02_H3_EX_AR_N03
HCC02_H3_EX_AR_N02
Section B-B_01
HCC02_H3_EX_AR_N02
Secretary 13.67 m²
Staircase 15.59 m²
Team 2 / Rehab. 27.06 m²
UP
Technical 5.96 m²
Team1 / Rehab. 34.89 m²
Secretary 15.07 m²
Leader Office 14.21 m² Staff Dining Room 23.44 m²
Staircase 15.59 m²
Office 12.54 m²
Secretary Office 23.23 m²
Studyroom Team 3 / Rehab 43.21 m²
Dining Room 19.9 m²
Office 14.51 m² Office 10.22 m²
Nieche Nieche
Hallway 4.04 m²
Conversation Room 9.47 m² Conversation Room
Meeting Room 20.68 m²
9.64 m² Treatment Room 9.64 m²
Office 6.65 m²
Printing Room / Storage 10.87 m²
Roof Terrace
UP
Storage 8.36 m²
Group Room 34.99 m²
Conversation Room 15.06 m² Treatment Room 14.2 m²
Group Room 18.93 m² Nieche
Office 11.51 m²
1370
Staircase 5750 15.53 m²
Staircase 15.52 m²
Hallway 134.23 m²
UP
Hallway 130.6 m²
Main Entrance
Windbreak 6.85 m²
Study Room / Rehab. 20.65 m² UP
UP
Staircase 16.87 m²
Staircase 16.17 m²
Movie Room 113.94 m²
H. Toilet 5.64 m²
Toilet 1.73 m² Toilet 1.77 m²
ieche Info N
HCC02_H1_E01_AR_N02
Dressing Room 17.17 m²
Treatment Room 10.81 m²
e Niech
Conversation Room 10.61 m²
Treatment Room 13.91 m²
Toilet 1.53 m²
Multi Purpose Room 13.94 m²
Treatment Room 9.36 m²
Conversation Room 17.02 m²
Toilets 8.67 m² Toilet 1.5 m² Toilet 1.5 m²
Children's Play Area 9.93 m²
Kids Clubroom 18.4 m²
Section A-A
HCC02_H3_EX_AR_N01
Toilets Treatment Room 4.81 m² 11.74 m²
table Cafe
UP
Technical 27.26 m² ifold
Man ifold
Staircase 14.99 m²
Section A-A
HCC02_H3_EX_AR_N01
Elevator 5.5 m²
Entrance Area 17.58 m²
Man
Technical 27.57 m²
UP
Activity Room 49.47 m²
HCC02_H3_EX_AR_N02
Elevator 5.5 m²
H. toilet 5.59 m²
Cafe Lounge 47.67 m² Toilet 1.7 m²
Library 18.84 m²
Toilet 1.76 m²
Secondary Entrance
Activity Room 32.9 m²
Multi Purpose Room 19.21 m²
Toilets 8.56 m²
HCC0
Toilet 1.47 m² Toilet 1.49 m²
Meeting and Teaching 32.46 m²
Kitchen Storage 12.42 m²
Toilet 1.52 m² UP
Conversation Room 9.82 m²
Toilet 1.92 m²
Section B-B_02
1300
UP
Teaching Kitchen 30.83 m²
Private shower Dressing and Bathroom 2.57 m² 23.05 m² Section B-B_02
HCC02_H3_EX_AR_N02 Room Overview Group Room Office Staircase and Elevator Private Therapy Room Technical Room
N
Toilets and Bathroom Hallway Common Area
East
Storage Dressing and Changing Bike Parking Concrete Soft Insulation
Section C-C
HCC02_H3_EX_AR_N03 Note:
Note:
All measurements are in mm.
All measurements are in
VIA Byggeri & Engineering Campus Aarhus C
Bring ideas to life VIA University College
Vent. Unit. PROJECT:
HCC02 - Health Center for Cancer Patients
DATE: 12/29/21
HCC02_H1_E01_AR_N02
TITLE: 1st Floor Overview Plan SCALE: 1 : 100 DRAWN BY:
Section B-B_02
Toilet 4.89 m²
Storage 14.02 m²
Storage 7.47 m²
Hallway 69.94 m²
H. toilet 6.32 m²
Ventillation A 28.16 m² ld Manifo
Storage 13.08 m²
Storage 20.25 m²
Section A-A
HCC02_H3_EX_AR_N01
UP Vent. Unit.
Technical 32.54 m² Storage 19.17 m²
Stair 14.58 m²
HCC02_H1_EK_AR_N02
Elevator 5.5 m² Staff wardrobe 27.01 m²
District heating heat exchanger
Toilet 3 m²
Toilet 3 m²
Shower 3.42 m² Shower 3.42 m²
Storage 33.07 m²
Staff wardrobe 16.34 m²
Stair and bike ramp 18.78 m² Bike parking 62.81 m²
Room Overview Group Room Office Staircase and Elevator Private Therapy Room Technical Room West
Toilets and Bathroom Hallway Common Area Storage Dressing and Changing Bike Parking Concrete Soft Insulation
O9
Note: All measurements are in mm.
SUNDHEDSCENTER
Bring ideas to life
VIA Bygg C DATE: 12/29/21
HCC0
TITLE: Ground Floor Overview Plan DRAWN BY:
HCC02_H3_EX_AR_N02
Storage 9.95 m²
HCC02 - Health Center for Cancer Patients
SCALE: 1 : 100
Csaba Kund Kendi
Ventillation B 47.57 m²
Storage 16.2 m²
Bring ideas to life VIA University College PROJECT:
VIA Byggeri & Engineering
Csaba Kund Kendi
O9
DIPLOMA MUNKA SUNDHEDSCENTER
Section B-B_01
HCC02_H3_EX_AR_N02
Bh
4
5
B12
230
1750
400
2850
3269
1104
1425 972
1514
212001
1314
1200
5600
Af
1200
1200
4723
500
600
6680
1800
500
1400
1200
3600
4 2051
262
1206 9
1400
3800 1200
5000
B8
1425
4600
2550
3600
1143 3300 0
627
1950
900
B9
400
1400
4600
1321
693
Be
1200
3600
6200
0 2121
1200 3000
B10
2900
A6
2000
1120
A5
6200
4600
981
1400
3 1102
0 1130
A4
Bf
Ag
76 .00 °
5950
6500
B11
0
800
400
1
5000
A3 ° .00 73
2 8330
3600
A2
East East Elevation
Bg
3
A1
HCC02_H3_EX_AR_N03 9244
N
Section C-C
Ae
400
1650
B8
900
10959
2150 2000 2150
South Elevation
900
1350
1200
30383
6150
2600 1400 1550
4650
900
230 1725 900
4400
Bd
7830 7200
212001 Bb 8467
1400 2338
° .00 73
3100
B4 B3
Room Overview Group Room Office
Ba
2925
1500
WestWest Elevation
31.00°
1464 972 714 1200
4050
1300 2425
150
12474
2475
1550
2400
B5
230
4700
1750
5950
400
2400
1750
5950
400
Technical Room Toilets and Bathroom Hallway
2525
Common Area
B2
Storage
B1 5
4
Staircase and Elevator Private Therapy Room
8330
20344 49700
150
1400
2800
4700 2675 6
B6
Be
Bc
2600
B7
20856
750
UP
1550
2150
Aa
900
2700 150
600 600 525 4400
1040
1040 1050 1075
5300
1500
Bf
224002
Teaching Kitchen 30.83 m²
1950
2200
A9
Kitchen Storage 12.42 m² 4800
1675
224002
HCC02_H1_ES_AR_N01
500
224002
Conversation Room 9.82 m²
HCC02_H3_EX_AR_N02
A8
2900
600 600 700 600 600 1100
1520
1645
2845
ifold
1075
6125
224002
2250
Section B-B_02
B9
224002
224002
224002
Bg
A 5800
Multi Purpose Room 19.21 m²
226001
1425
A6
Bh
5800
Meeting and Teaching 32.46 m²
A7 7513
400
Toilet 1.47 m²
Toilet 1.49 m²
1500
Multi Purpose Room 13.94 m²
Aa
400 1775
3700
224002 850
B
6813
2320
2600
Man
1575
5600
5600
A5
1 2485
224002
224004
Toilet 1.52 m²
600 900 600 900 600 3100
A4
6200
1400
76 .00 °
2200
1300
221001
150
2150
1400
1671
Toilet 1.7 m²
C
Staircase 15.53 m²
UP
334 900
6040
2900
1520
600 600 600
1520
638
1650
221001
1965
5418
2239
1650
5750
2930
Toilets 8.56 m²
Toilet 1.76 m²
1331
700 600 600 600 600
221001 212001
1370
Inner Garden North 900 600
2700 1000
2745
150
2745
2745
2745
3875 1200 2900
4600
2000
5300
NorthNorth Elevation
1900
2245
2245
31.00°
5400
1400
2800
2250
216001
1100
5800
Group Room 18.93 m²
600 487 900
5150 6000
1525
230
12295
2300
8925
2750
1200
600
West
224004
ø 1500
Elevator 5.5 m²
221001
3540
2000
900
850
8375
6176
Activity Room 32.9 m²
750
en Gard Inner
H. toilet 5.59 m²
2000
221001
Cafe Lounge 47.67 m²
3730
900
600
Secondary Entrance
212001
900
600
900
900 600 600 600 900 216001 600 600 600 900 Inne 600 r Gard 600 en E 600 as t 600 600 900 600 224002 900 600 Technical 224004 221001 1500 27.26 m²
UP
1550
1500
600
600 600 600
216001
224002
4600
5400
Kids Clubroom 18.4 m²
1400
table Cafe
4590
0 1193
221001 212001
1300
800
2775
2775
Library 18.84 m²
600
600
600
Ac
475
1050
224002
600
1100
600
230
1500
2575
475
Ad
224002
224003
224003 224003
600
224002
600 600
Ad
Ab
829 600 600 600 600
221002
ieche Info N 2790
e Niech
900
3185
2925
2450
221001
600
600
600 900
5875
224003
600
700
2899
2695
230
Treatment Room 9.36 m²
224003
Ae
829
Hallway 134.23 m²
226001
224002
1360
2007
226001
Windbreak 6.85 m²
3800
3600
221001
224002
600 900
224002 343 0 60 600
224002
224002
226001
Children's Play Area 9.93 m²
UP
Nieche
4150
221001
5420
226001
224002
Group Room 34.99 m²
800
224002
Entrance Area 17.58 m²
Main Entrance
2433 2065
Treatment Room 10.81 m²
Ab
2650
224002
850
3450
224002
2350
224002
4150
600
900
224002
1520
600
224002
600 900 600
Meeting Room 20.68 m²
Hallway 4.04 m²
2350
5800
224002
800
972
600
700
1100
2370
600 600
e acad den F 600 W oo East 600 600 900 0 0 6 600 0 0 6
224002
Conversation Room 9.47 m²
Treatment Room 9.64 m²
Treatment Room 14.2 m²
800
9970
900
600 600
Staircase 16.17 m²
HCC02_H3_EX_AR_N01
4400
1325
725
6200
6200
960
Ac
Storage 8.36 m²
224001
221001
4150
400
725 600 388 900 Office 600 224002 600 10.22 m² 600 224002 900 224002 600 900 216001 Office 600 3750 600 600 6.65 m² 4160 600 600 2450 900 600 Office 600 600 W oo 224002 900 11.51 m² 900 den 600 600 F 600 600 W es acade 600 t 986 600 600
Conversation Room 9.64 m²
3725
UP
4400
224002
216001
Section A-A
221001
224002 Conversation Room 15.06 m²
224002
4150
224002 Office 14.51 m²
5775
Staircase 15.59 m²
224002
Ba
Af
150
Secretary Office 23.23 m²
Bb
Ag
224002
Office 12.54 m²
5950
4450
212001
2450
4650
7180
2450
Bd Bc
212001
2750
221001
3
2
1
Dressing and Changing
0
Bike Parking Concrete Soft Insulation
Note: All measurements are in mm.
KENDI CSABA KUND
O9
Aa
Ab
Keynote Legend
8050
Varies 7.431
04 Roof 7350
03 1st Floor
353004
3
Curtain Wall n wall frame
3
224001
212001
224001
224002224001
224001
03 1st Floor 3740
Varies
2.500
5.840
3.310
0.000
575 mm Roof Terrace - 50 mm WPC floor system - Distance Holders - Roof Membrane - 75 Insulation for slope 1:40 - 50 mm XPS Thermal Insulation - 250 mm XPS Thermal Insulation - 150 mm In-situ Concrete
900
3080
00 Elevator
121001 2100
1
01 Basement -3050
01F Basement F. -0.001 131002
121002
131002
121001
-3.850
0
0
00 Elevator -4650
1555
-4650
00.F Elevator Foundation -5350
3740
3740
3280
353003
212002
150
150
2
212002
2
0
-5350
02F Ground Floor F.
1525
Section A-A
224002
-1150
3080
-1.150
2215
221001
131001
2650
3700
2650
3080
-0.430
Section C-C 1 : 50
334001
500 mm Elevator Roof - Bitumen Felt - XPS Insulation 1:40 - 150 mm XPS Insulation - 150 mm XPS Insulation - Damp Proof Membrane - 150 mm In-situ Concrete 100 mm Nieche Bottom
212002
HCC02_H3_EX_AR_N01 212002
01 Basement
121001
1
1
-3050
01F Basement F.
01F Basement F. -3850
121001 00 Elevator
01 Basement -3050
0
131002
121002
131002
121001
-3.850
0
-4650
00.F Elevator Foundation
00.F Elevator Foundation
-5350
Section C-C 1 : 50
-5350
Section A-A
Bring ideas to life VIA University College
HCC02_H3_EX_AR_N01 B-B
45 mm Gypsum Celing with trapeze profiles - 20 mm trapeze profiles and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
Key Plan C-C 1 : 500
N
O9 SUNDHEDSCENTER
00 Elevator -4650
- 12.5mm Gypsum Boards
race 353004 or system rs e r slope 1:40 ermal Insulation hermal Insulation Concrete
02 Groundfloor
HCC02_H3_EX_AR_N03
00.F Elevator Foundation
02F Ground Floor F. -1150
03 1st Floor
-3850
121001 0
3
-1150
231001
01F Basement F.
02 Groundfloor
02 Groundfloor
212001 02F Ground Floor F.
-3850
385 mm Storey Partitions General - 30 mm Wooden Flooring - 100 mm Screed with UFH - WPM - 30 mm Rigid insulation - 45 mm Rigd insulation - 180 mm SL Deck
1200
3740
3280
150
2
3.310 0 HCC02_H3_EX_AR_N03
212002 3710
224002
800
1840
150 mm Interior Curtain Wall - 150 mm Curtain wall frame
2100
1
-3050
212001
-0.001
-0.430
-1.150
2215
2650
3.090
3060
353003
131001
224002
3280
1525
221001
1.100 01 Basement
3710
224001
3.310
2650
224001
3080
224001
3700
3740
170 mm Interior Room Separating Walls Bathroom - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm Studs with Insulation - 25 mm Gypsum Board - Damp Proof Membrane - 10 mm Bond Coat (Mortar) - 10 mm Ceramic tiles
212002
2.500
-1150
3710
0
02F Ground Floor F.
231001
1555
2
1870
3
231001
231001
4.640
150
03 1st Floor
353003
2101
Nieche
0.000 02 Groundfloor
2100
2100
1840
212001
273001
353003
3060
353003
3280
3710
3740
Varies
3.090 353003
1.100
4.640
170 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm C profiles with Insulation - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board
- 12.5mm Gypsum Boards ek SD350 Roof + Greenroof - 12.5mm Gypsum Boards -it Sedum tray - 70 mm C profiles Root Retardant Membrane 0.4mm ation to create Slope(1:40)+ Roof membrane 353002 45 mm Gypsum Celing sulation - 20 mm studs and soft insulation sulation With Roof membrane - 12.5mm Gypsum Boards plates - 12.5mm Gypsum Boards sulation and alu beams mbrane 353003 100 mm Gypsum Celling ulation - 70 mm C profiles plates - 12.5mm Gypsum Boards
Bottom
3.310
N
sulation ulation ck
Roof
04 Roof 7350
353004
212001
5.840
8050
-3850
artitions General273002 n Flooring d with UFH
1:40 nsulation nsulation mbrane Concrete
231001
05 Elevator Roof
800
273001
212001
224001
3740
3050
150 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm C profiles with Insulation - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board
546 mm ScanDaek SD350 Roof + Greenroof - 60 mm BGreen-it Sedum tray - Waterproof and Root Retardant Membrane 0.4mm - x mm XPS insulation to create Slope(1:40)+ Roof membrane - 100 mm XPS Insulation - 30 mm Rigid insulation With Roof membrane mm Trapeze plates Room Separating Walls Bathroom-- 18 350 mm Soft Insulation and alu beams um Board - Damp Proof Membrane um Board - 30 mm Soft insulation - 18 mm Trapeze plates with Insulation
m Board mbrane oat (Mortar) c tiles
Nieche
231001
3050
Room Separating Walls um Board um Board 272001 les with Insulation um Board um Board
4.640
273001
800
226001
Room Separating Walls um Board um Board 231001 les with Insulation um Board um Board
353003
224002
353003
Varies
8050
5.840
216001
900
05 Elevator Roof
3740
Room Separating Walls um Board um Board es with Insulation
224002
1200
224001
5.840
Varies
216001
4.640
Varies
100 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 70 mm C profiles with Insulation
Concrete Wall Load Bearing 224004 ete
7350
353004
224002
150 mm Interior Concrete Wall Load Bearing - 150 mm Concrete
Concrete Wall Load Bearing te
8050
2101
12800
353004 212001
272001
200 mm Interior Concrete Wall Load Bearing - 200 mm Concrete
224001
224003
05 Elevator Roof
04 Roof
7350
800
on um Board m board
272001 224001
04 Roof
350 mm Concrete Wall Basement - Felt membrane - 150 mm (Sundolitt Drainplate S 80) EPS Insulation with drainchannels - Bitumen Coating - 200 mm in-situ Concrete
221002
cladded Ext. Curtain wall n Cladding s d CW panels 224002 ion m Boards
212001
Varies 7.431
Varies
Varies
224002
05 Elevator Roof
olitt Drainplate S 80) EPS Insulation with
g Concrete
6200
216001
2190
e Wall Basement221001
Ag
3600
2190
ed Steel Ext. Wall hick) Aluminium sheets profiles windstopper ool insulation batts situ concrete
Af
2450
272001
500 mm Perforated Steel Ext. Wall - 18 mm (2 mm thick) Aluminium sheets - 20 mm Trapez profiles - 10 mm Crembit windstopper - 250 mm Rockwool insulation batts - 200 mm Cast in situ concrete
360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm Gypsum Boards - DPM - 20 mm Insulation - 12.5 mm Gypsum Board - 12.5mm Gypsum board
475
2100
216001
Ae 11.853
Ad
216001
430 mm Ground Supported Floor - Basement - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation - WPM - 90 mm Concrete with UFH - 10 mm Concrete - 30 mm Flooring
Varies
e with UFH e
Ag
6200
11.853
12800
212002
Supported Floor - Basement yrene Rigid Insulation yrene Rigid Insulation
Af
3600
272001
Varies
e with UFH e
2775
700
Supported Floor - Groun Floor yrene Rigid Insulation yrene Rigid Insulation ete sulation 212001 sulation
Ac
5600
605 mm Ground Supported Floor - Groun Floor - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation Foundation - 100 mm Concrete Porous EPS-granulate with Perimeter Drain - 45 mm Rigid insulation - 30 mm Rigid insulation g - WPM oundation - 90 mm Concrete with UFH - 10 mm Concrete - 30 mm Flooring Foundation 131002
Ae
2450
12.800
Description 131001
g oundation
Ab
2100
ynote Legend
Aa
Varies
500 mm Internal Foundation - Bitumen Coating - 500 mm Stip Foundation
1870
121002
Ad
475
12.800
Description 500 mm External Foundation - 300 mm Macro Porous EPS-granulate with Perimeter Drain - Bitumen Coating - 500 mm Strip Foundation
2775
700
Keynote 121001
Ac
5600
PROJECT:
HCC02 - Health Center for Cancer Patients
VIA Byggeri & Engineering Campus Aarhus C DATE: 11/06/21
HCC02_H3_EX_AR_N03
TITLE: Section C-C Keynotes DRAWN BY:
Csaba Kund Kendi
SCALE: As indicated
O9
SZAKMAI GYAKORLAT SUNDHEDSCENTER
eter Drain
Af
Ad
Be
Bd 1725
Bc
Bb
900
Ba
2800
1775
272001 2450
8.300
1.43°
7.257
04 Roof 7350
353004
353004 221001
224001
212001
224001
2100
353003
8300
231001
500
231001
353002
353002
3.310
353002
216001
224001 224002
2.339
3890
3740
3710
3740
3740
2100
0.889
980
212002
-0.400 212002
150 2900
3080
-1150
3700
-0.430
0
221001
2100
-1.150
02 Groundfloor
02F Ground Floor F. 2650
121001 3850
121001
3050
-1150
221001
2
353002 3080
02F Ground Floor F.
-0.150
6360
231001
150 1000
1180
212002
-0.430
Aluminium Grill cover for fresh air inlet
353003
2100
4890
3280
3710
-0.019
150 1000
0
3740
0.000 131001
2
03 1st Floor
216001
0.000 02 Groundfloor
3
221001
224001
353003 212001
212001 221001
3710
3740
231001
3.310
1610
3.310
3
3280
8300
900
334001
03 1st Floor
3610
3517
3517
3100
1600
1600
3610
3517
1400
224002
4.640
3610
221001
353003
1401
6.040
8050
6.840
1450
1310
7.257
353004
353004
212001
05 Elevator Roof
216001
7.350
6.840
7350
8.300
700
1460
04 Roof
1.43°
889
950
216001
7.257
700
1.43°
8050
1.43°
272001
Exhaust
544
250
8.300 272001
8.594
500
8.300 05 Elevator Roof
273002
8.550
2210
3600
8.402
8.402
8.402
700
8.402
n with
m f membrane
Ae
-1.150
HCC02_H3_EX_AR_N02
212002
131002 131002 01 Basement
1
1 800 700
700
212002
121001
800
-3850
131002
212002
1500
0
-4650
01F Basement F.
1500
121001
1600
-3850
1600
1600
01F Basement F.
00 Elevator
01 Basement -3050
800
-3050
00.F Elevator Foundation
0
00 Elevator -4650
00.F Elevator Foundation
-5350
-5350
121001
Section B-B_01 1 : 50
121001
Section B-B_02 1 : 50
O9 KENDI CSABA KUND
Keynote Legend Keynote
500 mm External Foundation - 300 mm Macro Porous EPS-granulate with Perimeter Drain - Bitumen Coating - 500 mm Strip Foundation 500 mm Internal Foundation - Bitumen Coating - 500 mm Stip Foundation
131001
605 mm Ground Supported Floor - Groun Floor - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation - 100 mm Concrete - 45 mm Rigid insulation - 30 mm Rigid insulation - WPM - 90 mm Concrete with UFH - 10 mm Concrete - 30 mm Flooring
500
2320
100
3700
1400 2250
Varies
1:6
1:6
596
31.00°
Varies
Varies
50
Varies
550 50 550
Varies
50
3610
550 50 550 50 550 50
50 430
590
590
Top of vertical CW frame
3.310
353002
3.050 Detail nr.: HCC03_H5_E1_DV_N05, HCC03_H5_E1_DV_N06, HCC03_H5_E1_DV_N07
2988
3280
50
3740
550
Detail nr.: HCC03_H5_E1_DV_N05
6200 0.062
100 mm Gypsum Celling - 70 mm C profiles - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
231001
0.030
A5
216001
0.062
HCC03_H3_EX_AR_N01
216001
0.000
231001
0.030
0.000 2
45 mm Gypsum Celing with trapeze profiles - 20 mm trapeze profiles and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
353002
353002 Detail nr.: HCC03_H5_ES_DV_N03
A6
Detail nr.: HCC03_H5_ES_DH_N01, HCC03_H5_ES_DV_N02, HCC03_H5_ES_DV_N03, HCC03_H5_ES_DV_N04
-0.400
02F Ground Floor F.
A9
3850
2620
3050 3850
A8
2620
A7
2620
-1150
7513
3050
1671
2620
400
Aa
02 Groundfloor 0
14.00°
900 1500
3740
50
50 250 50 288 50
Top of vertical CW frame
-0.400
750
11853
Varies
550
5409
50
Varies with slope of roof
3300
3 2131
1650
1200 900
353004
03 1st Floor
3.175
12 50
353003
2800 212001
3
430
5600
1400
3.050
Bottom of vertical CW frames
3.355
Top of steel beam
3.175
550
45 mm Gypsum Celing - 20 mm1studs 550and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
3.740
3.740
50
353002
353002
3.535
550
100 mm Nieche Bottom - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards - 70 mm C profiles
216001
231001
50
334001
3.355
50 550
500 mm Elevator Roof - Bitumen Felt - XPS Insulation 1:40 - 150 mm XPS Insulation - 150 mm XPS Insulation - Damp Proof Membrane - 150 mm In-situ Concrete
3.535
12
273002
HCC03_H1_ES_AR_N01
Aa 3.310
575 mm Roof Terrace - 50 mm WPC floor system - Distance Holders - Roof Membrane - 75 Insulation for slope 1:40 - 50 mm XPS Thermal Insulation - 250 mm XPS Thermal Insulation - 150 mm In-situ Concrete
membrane
2000
596 Varies
220
240 50 3875 1200 12295
2900 2000
4600
Activity Room 32.9 m²
04 Roof 7350
Top of steel beam
90 .00 °
3540 3730
05 Elevator Roof 8050
Bottom of vertical CW frames
3280
224002
60
3.740
3.740
400
170
231001
546 mm ScanDaek SD350 Roof + Greenroof - 60 mm BGreen-it Sedum tray - Waterproof and Root Retardant Membrane 0.4mm - x mm XPS insulation to create Slope(1:40)+ Roof membrane - 100 mm XPS Insulation - 30 mm Rigid insulation With Roof membrane - 18 mm Trapeze plates - 350 mm Soft Insulation and alu beams - Damp Proof Membrane - 30 mm Soft insulation - 18 mm Trapeze plates
3275
4590
Kids Clubroom 18.4 m²
273001
5400
Ab
5400
0 1193
224003
Library 18.84 m²
224003
Varies with slope 8.367 Detail nr.: HCC03_H5_ER_DV_N06
216001
Cafe Lounge 47.67 m²
4600
775 60
500
50
170
500 min.
100
224003
500 min.
1590
800
s shelve
150
224002
385 mm Storey Partitions General - 30 mm Wooden Flooring - 100 mm Screed with UFH - WPM - 30 mm Rigid insulation - 45 mm Rigd insulation - 180 mm SL Deck
5600
272001
150 mm Interior Curtain Wall - 150 mm Curtain wall frame
150
170
2790
160
200
100
2775
d ets an Cabin
224003 1580
224002
1300
765
e Niech
40
775
150
300
1500
224002
1050
170
1000
2575
475
224002
che
0 1193
1030
905
100
200
2450
ie 226001 Info N 231001
1000
1700 150
0 170 mm Room Separating Walls Bathroom 30Interior - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm Studs with Insulation table - 25 mm Gypsum Board Cafe - Damp Proof Membrane - 10 mm Bond Coat (Mortar) 0 5 1 - 10 mm Ceramic tiles
150
170
212001
224004
1725
221001
165 175
170 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm C profiles with Insulation - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board 2775
525 300
334001
2775
175
Varies 9.149 with slope
Ab Hallway 134.23 m²
224003
2899
1325
1000
224003
1000
1218
632
50
1290
221001
150
3800
46
230
t Cabine
170
224003
224003
1675 224002
t Cabine
150 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 100 mm C profiles with Insulation - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board
226001
Treatment Room 9.36 m²
221001
150
224002
Top of vertical CW frames
Top of vertical CW frames
Be
8.600
150 mm Interior Concrete Wall Load Bearing - 150 mm Concrete 100 mm Interior Room Separating Walls - 12.5 mm Gypsum Board - 12.5 mm Gypsum Board - 70 mm C profiles with Insulation
1850
275
1325
Staircase 16.17 m²
221001
Treatment Room 10.81 m²
Children's Play Area 9.93 m²
2065
100
Varies with slope 9.038
200 mm Interior Concrete Wall Load Bearing - 200 mm Concrete
224001
Top of steel beam Varies with slope 9.061
Varies with slope 8.950
Ad
226001 221002
Varies with slope 9.241
Top of steel beam
3610
360
200
UP
221001
Windbreak 6.85 m²
150
2433
1283
1360
Ac
226001
Top of parapet
Ac
17.58 m²
1032
170 60
3080
Ad
1618
Varies with slope 10.572
272001
Varies with slope 9.130
430
21 279 3
440
Ae
Main Entrance 216001
Varies with slope 10.484
272001
3740
972
360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm Gypsum Boards - DPM - 20 mm Insulation - 12.5 mm Gypsum Board - 12.5mm Gypsum board Entrance Area
150
Ae
Detail nr.: HCC03_H5_ER_DV_N06
3280
50 50 00 5
216001
1193
607
2370
900
50 00 6 50 00 5
50 00 6 50 00 5
2650
230
50 00 6 50 00 5
960 50 50 0 40 459
600
600
50 00 6 50 00 5 243 357
900
350 mm Concrete Wall Basement - Felt membrane - 150 mm (Sundolitt Drainplate S 80) EPS Insulation with drainchannels - Bitumen Coating - 200 mm in-situ Concrete
475
10 4. 00 °
600
972
600
600
50 00 6 50 00 5
50 50 00 5
50 50 00 5
2450
3000
600
600
600
600
600
900
900
76 .0 0°
Top of parapet
212002
1800
4
230
2834
4538
900
2250
600
50
50 50 00 5
600
600
900
600
1800
2750
2250 1650
2550
3700
9
00
9Perforated Steel Ext. Wall 500 mm - 18 mm (2 mm thick) Aluminium sheets 1957 50 - 20 mm Trapez profiles -510 mm windstopper 0 Crembit 00 - 250 mm9Rockwool insulation batts 500- 200 mm Cast in situ concrete
600
Varies
212001
430
8 1833
A9
with
2800
Be A8
3280
A7
5
Key Plan - North-west Ground floor 1 : 500
° 00 1. 12
430 mm Ground Supported Floor - Basement - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation 622 - WPM - 90 mm Concrete with UFH 1047 - 10 mm Concrete - 30 mm Flooring 59
6200
11.853
11853
131002
50 250 50 360 50
A6
11.853
550
Section with filled panel
HCC03_H3_EX_AR_N01
A5
Varies
121002
50
Section with Glass
HCC03_H3_EX_AR_N01
Ae
N
121001
N
er Drain
Ae
Description
76 .0 0°
400
20856
212002 131002
-3.020
212002 131002
-3.020
400
Bring ideas to life -3.850 VIA University College
-3050
430
VIA Byggeri & Engineering Campus Aarhus C
01 Basement
800
800
4 -3.850
400
430
1
5
01F Basement F.
PROJECT:
HCC03 - Health Center for Cancer Patients
DATE: 12/14/21
HCC03_H1_ES_AR_N01
N
TITLE: North-west Ground Floor Plan
O9
DRAWN BY:
-3850
121001As SCALE: indicated
Csaba Kund Kendi
121001
Section with filled panel
Section with filled panel 1 : 25
SUNDHEDSCENTER
Section with Glass 1 : 25 Bring ideas to life VIA University College
Section with glss
PROJECT:
HCC03 - Health Center for Cancer Patients
TITLE: Wooden cladded external curtain wall Sections
VIA Byggeri & Engineering Campus Aarhus C DATE: 12/15/21
HCC03_H3_EX_AR_N01
O9
Section with Glass
HCC03_H3_EX_AR_N01
Section with filled panel
HCC03_H3_EX_AR_N01 A4
A5
A6
2900
A7
6200
A8
3700
SZAKMAI GYAKORLAT SUNDHEDSCENTER
A9
2250
1650
12.800
11.853
5450
50 340 50
50
50 550
50
8.314
8.966 8.890
9.439
9.132
9.043
04 Roof 7350 6340
6105
3610
5860
5670
5245
5045
4860
4430
8.813
8.621
7.892
4190
4005
3810
3575
3335
9.324
8.391
4620
7.777
7.201
50
216 284
50
3.535 50 500 50
50 500 50 600 50 500 50 600 50 500 50 150 155
900
Bottom of doorframe acoording to detail nr.: HCC03_H5_E1_DV_N07
75
3.535 Top of steel beam
3.355
Bottom of steel beam
1830
3.205
Note: Safety glass must be used until min. 1800 mm from waling surface
2
0
900
50 500 50 600 50 500 50
900
50 500 50 600 50 500 50 600 50 500 50
900
50 500 50 600 50 500 50 600 50 594 50
900
50 500 50
900
50 400 50
50
900
Bottom of main frame
3
3.175
3740
HCC03_H2_EX_AR_N04
0.030 0.012 50 500 50
900
400
50 500 50
1800
50 500 50 600 50 500 50
900
50 500 50 600 50 500 50 600 50 500 50
972
50 500 50 600 50 500 50 600 50 500 50
900
50
2
Note: Bottom frame of door must lay lower to provide level free entrance! See detail nr.: HCC03_H5_ES_DV_N04
02F Ground Floor F. -1150
1900
-1150
02 Groundfloor 0
50
1900
02F Ground Floor F.
03 1st Floor
Top Of main frame
3740
900
1150
50 500 50 600 50 500 50
50
1800
32
600
250 288 50 550 50 550 50 550 50 550 50 50 50
600
30 180
600
Top of SL decks
02 Groundfloor
50
50 50
7.393
8.237
7.969 8.045 8.122
50 50 50 250 400 50
7.278
7.623 7.700 7.470 7.547
7.009
50
550
3
3740
50
50 600
03 1st Floor
7.086 6.932
50 550 50 550 50 550
1800
Note: Safety glass must be used until min. 1800 mm from waling surface
50
280
150
3100
50 460
7350
8.736
8.468 8.544
1:8
50
7.350
30
7.170
9.247
50
7.325 04 Roof
50
1:6
5480
7.415
7.800
7.655
8.420 8.505
50
7.565
9.035
8.850 8.935
10.610
50
7.890
Note: Gaps between insulated CW panels must be filled with expansive joints and sealed watertightly
8.270
9.850 9.950 10.095
50
8.180
9.660 9.745
50
8.610 8.695 7.995 8.080
9.235 9.315
9.555
Note: Vetical 45 mm CW profiles placed with max 600 mm c/c (or as producer specifies)
10.410
30
9.130
9.470
10.330
150
1:8
10.185
01 Basement
1
1
01 Basement -3050
800
-3050
01F Basement F.
01F Basement F.
-3850
-3850
Wooden Facede East Elevation - Steel Stucture+CW frame 1 : 50
Glass
N
Insulated CW panel 250 mm CW main frame 45 mm CW secondary frame Door frame Fire procetion Foam filling Safety Glass
Bring ideas to life VIA University College PROJECT:
Key Plan - East wooden facade elevation 1 : 500
HCC03 - Health Center for Cancer Patients
TITLE: Wooden Facede East Elevation - Steel Stucture+CW frame DRAWN BY: Csaba Kund Kendi
VIA Byggeri & Engineering Campus Aarhus C DATE: 12/15/21
HCC03_H2_EX_AR_N04 SCALE: As indicated
O9 KENDI CSABA KUND
273001 - 605 mm Roof Terrace - 50 mm WPC floor system - Distance Holders - Roof Membrane - 75 Insulation for slope 1:40 - 50 mm XPS Thermal Insulation - 250 mm XPS Thermal Insulation - 150 mm In-situ Concrete
360
Wooden skirt
130
230
Flexible sealant
HCC02_H5_ES_DH_N01
HCC02_H5_E1_DV_N07
Ae
231001 - 385 mm Storey Partitions General - 30 mm Wooden Flooring - 100 mm Screed with UFH - WPM - 30 mm Rigid insulation - 45 mm Rigd insulation - 180 mm SL Deck
250
B4
Detail: HCC02_H5_EX_DT_N02
Watertight diffusion open sealant
80 10 , max 15
Wooden Flooring
216001 - 360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm gypusm boards - DPM - 20 mm Insulation - 12.5 mm Gypsum Board - 12.5mm Gypsum board
Purenit block glued to polyurethane board
100 15
Detail: HCC02_H5_EX_DT_N04
Steel grill
30
Airtight Sealant DPM and WPM
Detail: HCC02_H5_EX_DT_N03
Distance Holders
110
15
WPC Flooring system
Door frame built into CW frame Z Profiles fixed to CW profiles 20 mm Opened Wooden Cladding D-s2,d2
03 1st Floor
Insulated CW panel, min: K1 10 B-s1,d0
3740
600 45 20 40 255
20 25 10
70 150 mm in-situ concrete deck casted between steel beams
220
10 mm Gypsum boards to provide flat surface for DPM Trapeze Profiles
12 13 20
Plastered and painted
Airtight sealant Color specified by ARCH.
Plastered and Painted
130
2 layers of gypsum boards
130
10 mm Fireprotection gypsum
Aluminium CW mullions Color specified by ARCH.
353002 - 45 mm Gypsum Celing - 20 mm studs and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
3.090 260
20 mm Fire protection gypsum
PROJECT:
HCC02 - Health Center for Cancer Patients
PROJECT:
DATE: 12/13/21
Steel Beam
131001 - 605 mm Ground Supported Floor - Ground Floor - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation - 100 mm Concrete - 45 mm Rigid insulation - 30 mm Rigid insulation - WPM - 90 mm Concrete with UFH - 10 mm Concrete - 30 mm Flooring
Ad Bottom of Curtain wall Frame
20
HCC02_H5_E1_DV_N05 230
210
90
Flexible Sealing
90
Wooden Skirt
10 20
WPM and DPM Wooden Floor
2
2.00°
200
231001 - 385 mm Storey Partitions General - 30 mm Wooden Flooring - 100 mm Screed with UFH - WPM - 30 mm Rigid insulation - 45 mm Rigd insulation - 180 mm SL Deck
360 130 250
20 20
min 300
100 175
30
Mineral wool fire casing
20
Insulated CW panels
30 20 50
30
Plastered and painted
Top of vertical Curtain wall frames
105
30
Airtight Sealing
105
Top of Vertical CW frames 353004 - 45 mm Gypsum Celing - 20 mm trapeze profiles and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
Vertical frames fixed to steel beam with L profiles on sides
Vertical frames fixed to steel beam with L-profiles on sides
367
210 300
7.257
50
216001 - 360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm gypusm boards - DPM - 20 mm Insulation and trapeze profiles - 12.5 mm Gypsum Board - 12.5mm Gypsum board
Top of windows Black metal L profile
125
75 230 360
40 mm trapeze profiles to hold bottom of wooden cladding
20 20
300
Bring ideas to life VIA University College PROJECT:
HCC02 - Health Center for Cancer Patients
Csaba Kund Kendi
HCC02_H5_E1_DV_N05
Black L profile
Wooden Cladding over and under windows is 20 mm further from facade
40
230 360
Bring ideas to life VIA University College
DATE: 12/09/21
SCALE: 1 : 5 DRAWN BY:
130
VIA Byggeri & Engineering Campus Aarhus C
TITLE: E.C. wall +Storey partition
Z-profile Metal flashing
40
45 20 40
HCC02_H5_ES_DV_N03
SUNDHEDSCENTER
150
3.050
20 25 10
SCALE: 1 : 5
30 Ceiling Height
3.175
225
Csaba Kund Kendi
04 Roof 7350
10
7.170
Steel Beam
130
DRAWN BY:
25 18 20 30
40 mm trapez profiles
Wooden Cladding over and under windows is 20 mm further from facade
TITLE: Ground Supported Floor + Foundation + E.C. wall
48
7350
150
DATE: 12/03/21
175
690
04 Roof
40 20
150
10
575
50
Beam of roof element mounted to steel beam with screws
min. 100
20
HCC02 - Health Center for Cancer Patients
18 546
150 30
20 25
200
45
150
7.350
Top of steel beam
Airtight Sealants
PROJECT:
100
Mineral wool insulation to fill up the space
3.355
-1150
VIA Byggeri & Engineering Campus Aarhus C
Additional trapeze profiles to close down roof element fixed to L-profiles
145
Plastered and painted
02F Ground Floor F.
Rigid insulation
Bottom of beams
Capillarity Breaking Layer
353002 - 45 mm Gypsum Celing - 20 mm studs and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
Vertical frames fixed to Sl decks with L profiles
Insulation filled Curtain wall panels
min. 80
Light Clinker Blocks
Metal frame construction of 145 mm Perforated C-profiles and soft insulation
HCC02_H5_ER_DV_N06
216001 - 360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm gypusm boards - DPM - 20 mm Insulation and trapeze profiles - 12.5 mm Gypsum Board - 12.5mm Gypsum board
498
105
45 30
3.535
Bottom of Curtain wall vertical frames
Gravel Drainfree backfilling
Bring ideas to life VIA University College
150
03 1st Floor
100
Felt membrane
500
50 mm trapeze plates
3740
180
10
385
430
205
200
150
212002 - 350 mm Concrete Wall Basement - 150 mm (Sundolitt Drainplate S 80) EPS Insulation with drainchannels - Bitumen Coating - 200 mm in-situ Concrete
275
Wooden cladding
138
10 20
100 605 150
3
PUR insulation foam filling
200
Overflood pipe
50
150
45 30
65
3
Facade net and plastering
150
10 50 20
Insect protection
HCC02_H5_ES_DV_N03
Perimeter Drain
60
1:40
Wooden Flooring
45
100
Black metal L-profile
3740
0 ø6
145
Windstopper
03 1st Floor
Gutter to lead out water
145
Airtight Sealing
Seastones
-0.430
Zink Cladding
10 47 18
Curtain wall frame filled up with fire foam
20 mm EPS perimeter insulation -0.150
8.300
WPM fixed under endcap
Insect Protection
-0.275
O9
Zink parapet endcap
500
18 mm trapez profiles
70
0
20 mm EPS insulation
8.402
Ad
272001 - 546 mm ScanDaek SD350 Roof + Greenroof - 60 mm BGreen-it Sedum tray - Waterproof and Root Retardant Membrane 0.4mm - x mm XPS insulation to create Slope(1:40)+ Roof membrane - 100 mm XPS Insulation - 30 mm Rigid insulation With Roof membrane - 18 mm Trapeze plates - 350 mm Soft Insulation and alu beams - Damp Proof Membrane - 30 mm Soft insulation - 18 mm Trapeze plates
230
Wooden skirt Flexible Sealing
HCC02_H5_ES_DH_N01
Csaba Kund Kendi
45
02 Groundfloor
20 216001 - 360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm Gypsum Board - DPM - 20 mm Insulation and trapeze profiles - 12.5 mm Gypsum Board - 12.5mm Gypsum board
Plastered and painted
Airtight Sealing
Csaba Kund Kendi
Ad
130
0.012
DRAWN BY:
360
DATE: 12/03/21
SCALE: 1 : 5
SCALE: 1 : 5 DRAWN BY:
HCC02 - Health Center for Cancer Patients
TITLE: Wooden Cladded External Curtain wall Principal
HCC02_H5_E1_DV_N07
TITLE: Roof terrace level-free entrance
DPM sealed with stud
VIA Byggeri & Engineering Campus Aarhus C
Bring ideas to life VIA University College
VIA Byggeri & Engineering Campus Aarhus C
Bring ideas to life VIA University College
DPM
150
Mineral wool filling
70
353002 - 45 mm Gypsum Celing - 20 mm studs and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
Fire Casing Fire protection gypsum when steel beam is inside
30 20 25
150
45
220
150
Airtight Sealant Plastered and painted
30 Be
DPM
125 10 25 20
30
200
360
450
20 25
Top of steel beam
Be
130
250
605
180 3.355 45
3020
Prefab steel gutter with filter
L-profile to support door frame
20 25 10
50
Sloping Insulation
600
45 40 20
WPM
900
230
75 150
50
Varies
200
10
385
Polyurethane Board glued to airated c. block
45 30
20 mm EPS insulation
165
100
Airated cocrete block
3
50
30 20
3740
Varies
3
10 20
03 1st Floor
PROJECT:
HCC02 - Health Center for Cancer Patients
VIA Byggeri & Engineering Campus Aarhus C DATE: 12/10/21
HCC02_H5_ER_DV_N06
TITLE: E.C. wall + Roof SCALE: 1 : 5 DRAWN BY:
Csaba Kund Kendi
O9
HCC02_H5_ES_DH_N03.2 5
Insulated C.W. panel 20 mm wooden cladding
216001 - 360 mm Wooden cladded Ext. Curtain wall - 20 mm Wooden Cladding - 20 mm Z profiles - 45 mm Insulated CW panels - 200 mm Insulation - 10 mm gypusm boards - DPM - 20 mm Insulation and trapeze profiles - 12.5 mm Gypsum Board - 12.5mm Gypsum board
Black metal profiles
Mineral wool fire protection casing
Insulated CW. panel corner piece
400 130
235
48
150
150
C profiles
30
195
Mineral wool insulation
30
18 10 2 20
200
250
200 Painted
212001 - 500 mm Perforated Steel Ext. Wall - 18 mm (2 mm thick) Aluminium sheets - 20 mm Trapez profiles - 10 mm Crembit windstopper - 250 mm Rockwool insulation batts - 200 mm Cast in situ concrete
50
130
10 20 20
100
Metal Distance Holder
20 5 10 2
30 20
40
Trepeze profiles to fix cladding on
Af
500 Ae
250
485
131001 - 605 mm Ground Supported Floor - Ground Floor - 150 mm Polystyrene Rigid Insulation - 150 mm Polystyrene Rigid Insulation - 100 mm Concrete - 45 mm Rigid insulation - 30 mm Rigid insulation - WPM - 90 mm Concrete with UFH - 10 mm Concrete - 30 mm Flooring
400 50
45 x 250 mm Rockwool Red air Link board Wooden Skirt
0.120
20
Flexible Sealing 20 mm EPS insulation Radon Protection Wooden Flooring
90
130 mm U-Profile fixed to stabilizing wall
200
20 0 20 2 70
5
360
Steel column
SUNDHEDSCENTER
230
70
470
40
20 0 45 20 2
5
SZAKMAI GYAKORLAT
Z-profil
WPM
10 20
75
min. 100
Ae
02 Groundfloor
Crembit Windstopper
100
Plastered and painted
45 30
L-profil
Distance holders
2
0
Airtight sealant
min. 150
Windstopper fixed to insulated cw panel
Facade net and plastering
HCC02_H5_ES_DV_N20
65
Pavement Blocks Painted 212001 - 500 mm Perforated Steel Ext. Wall - 18 mm (2 mm thick) Aluminium sheets - 20 mm Trapez profiles - 10 mm Crembit windstopper - 250 mm Rockwool insulation batts - 200 mm Cast in situ concrete
100
Seastones
200 100
VIA Byggeri & Engineering Campus Aarhus C
Bring ideas to life VIA University College
500 PROJECT: 5
HCC02 - Health Center for Cancer Patients
DATE: 12/13/21
HCC02_H5_ES_DH_N03.2
TITLE: E.C. wall + Perforated steel wall Bulk SCALE: 1 : 5 DRAWN BY:
Csaba Kund Kendi
Gravel
-0.275 212002 - 350 mm Concrete Wall Basement - Felt Membrane - 150 mm (Sundolitt Drainplate S 80) EPS Insulation with drainchannels - Bitumen Coating - 200 mm in-situ Concrete
150
400
-0.430 250
150
250
605
Mortar bed
2 3810
HCC02_H5_ES_DV_N25
1150
500 400 200
250
10 18 20 2
10
100
Rockwool Redair link 45 x 250 mm 212001 - 500 mm Perforated Steel Ext. Wall - 18 mm (2 mm thick) Aluminium sheets - 20 mm Trapez profiles - 10 mm Crembit windstopper - 250 mm Rockwool insulation batts - 200 mm Cast in situ concrete
Wooden skirting Flexible sealing Wooden Flooring
Light Clinker Blocks
0.120
20
Screed
150 mm EPS insulation
200
231001 - 385 mm Storey Partitions General - 30 mm Wooden Flooring - 100 mm Screed with UFH - WPM - 30 mm Rigid insulation - 45 mm Rigd insulation - 180 mm SL Deck
200
Felt membrane
Ba
0.000
min. 150
100 45 30
150
02 Groundfloor 0
Windstopper, min.: K110 B-s1,d0
Gutter to lead out water
Pavement Blocks
65
Perimeter Drain Seastones
0 ø6
180
355
385
2
L-Profile
0
300
2
10 20
30
02 Groundfloor
10
Z-Profile Metal flashing
min 100
575
90
0.030
575
Distance holders
WPM
250
Facade net and Plastering
02F Ground Floor F. -1150
Plastered and painted
Cast In situ Concrete
353002 - 45 mm Gypsum Celing - 20 mm studs and soft insulation - 12.5mm Gypsum Boards - 12.5mm Gypsum Boards
Painted
Mortar Bed
25 20
45
45
min. 80
Gravel Freedrain backfilling
-0.355
150
200
Felt Membrane
212002 - 350 mm Concrete Wall Basement - Felt membrane - 150 mm (Sundolitt Drainplate S 80) EPS Insulation with drainchannels - Bitumen Coating - 200 mm in-situ Concrete
200
150
500
150
100
Bring ideas to life VIA University College
250 350
Bring ideas to life VIA University College PROJECT:
HCC02 - Health Center for Cancer Patients
VIA Byggeri & Engineering Campus Aarhus C DATE: 12/09/21
SCALE: 1 : 5 Csaba Kund Kendi
HCC02 - Health Center for Cancer Patients
DATE: 12/02/21
HCC02_H5_ES_DV_N20
TITLE: Ground Supported Floor + Foundation + P.S. wall
HCC02_H5_ES_DV_N25
TITLE: Perforated Steel wall + Basement and Storey partition DRAWN BY:
PROJECT:
VIA Byggeri & Engineering Campus Aarhus C
SCALE: 1 : 5 DRAWN BY:
Csaba Kund Kendi
KENDI CSABA KUND
O9
KENDI CSABA KUND +36 30 239 0694 kendicsaba028@gmail.com