group 4- drawing annex

D i á n a G á l | 2 4 0 1 0 8

E n i k ő T ó t h | 2 3 9 8 6 2

K i n g a J a n e c k a | 2 5 1 1 2 8

J ó h a n n e s H e l g a s o n | 2 3 9 9 9 9

Group 4

3rd semester project

2012.12.02.

Drawing Annex

VIA University College

Horsens

Group 4 Drawing list. VIA University College Diána Gál 3rd semester project. Enikö Tóth Kinga Janecka Jóhannes Helgason 2016.12.02

Drawing list

Office and production buildings

Drawing number

Subject Scale Drawn by

BEN

1.1.1 Ventilation, office building, basement 1:100 Diana Gal

1.1.2 Ventilation, office building, ground floor

1:100 Johannes Helgasson

1.1.3 Ventilation, office building, 1st floor 1:100 Eniko Toth 1.1.4 Ventilation, office building, 2nd floor 1:100 Kinga Janecka

1.2.1 Detail-Basement floor 1:5 Johannes Helgasson

1.2.2 Detail-External wall-ground floor 1:5 Diana Gal 1.2.3 Detail-Floor on columns 1:5 Eniko Toth 1.2.4 Detail-Roof, south 1:10 Kinga Janecka 1.2.5 Detail-Roof, east 1:10 Kinga Janecka 1.2.6. Detail-Ceiling, critical cross section 1:25 Kinga Janecka

GEO

2.1.1 Pile foundation, production building, south

1:50 Eniko Toth

2.1.2 Pile foundation, production building, north

1:50 Kinga Janecka

2.1.3 Pad foundation, office building 1:50 Johannes Helgasson

2.1.4 Strip foundation, office building 1:50 Diana Gal

2.2.1 Detail- Pile foundation, production building, south

1:20 Eniko Toth

2.2.2 Detail-Pile foundation, production building, north

1:50 Kinga Janecka

CON

3.1 Detail- Continuous beam 1:20 Johannes Helgasson

3.2 Detail-Column design 1:20 Eniko Toth 3.3 Detail - Beam design Office 1:20 Diana Gal 3.4 Detail-Concrete beam, facade, office 1:50 Kinga Janecka

STD 4.1 Glulam beam, office building, 1st floor

1:100 Diana Gal

1350 2000 4800 2000 1430

1050 300 2000 300 4200 300 2000 300 1130

5400

178

80

196

801

010

Changing room 1: 15 l/s Changing room 2: 15 l/s

Corridor: 0,3 l/s/m2

Storage room 2: 15l/s



Services room: 15l/s

Toilets: 30 l/s

E

I

B4B5

B1

B2

B3

B23B22

B6

B7B8

B9

B31

B10

B30B11

B29

B12

B28B13B26B15

B14

B24 B16

B17

B19B20

B21

Ø450mmØ35

0mm

Ø35

0mm

Ø125mm

Ø45

0mm

Ø10

0mm

Ø350mm

Ø10

0mm

Ø350mm

Ø10

0mm

Ø350mm

Ø10

0mm

Ø45

0mm

Ø50

0mm

Ø125mmØ300mm

Ø350mm

Ø125mm

Ø40

0mm

B27

B25

Ø10

0mm

Ø10

0mm

Ø350mm

Ø10

0mm

Ø350mm

Ø10

0mm

Ø40

0mm

Ø500mm

B18

Technical shaftTotal air amount: 750 l/s 2700 m3/h

76.50 m2

9.31 m2 9.24 m2 9.24 m2

4.50 m2

Elevator

Ventilation unit room

7200

0 10800

357

01

680

37.35 m2 34.32 m2

8.65 m2 8.76 m2

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS

1 : 100

3rd Semester Project Design of a large building

Ventilation, Office building, basement

Diána Gál

29-08-11

1.1.1

C31-A16

1.1.1

All measurements are in mm

Inlet duct

Exhaust duct

Silencer

k

4

cc

2

c

3

cj

I

h

c c

g

f

aei

c

cB

b

B

B

1 5

c

B

6

7

c c

8d

Ventilation ducts inlet

Ventilaton ducts outlet

Ventilaton vents

Main ducts

B = Branch duct

C = Connection duct

Letters = duct sizes for the outlet

Number = Duct sizes for the inlet

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100


Ventilaton

Jóhannes Helgason

11/30/16

1.1.2

C31-A16

1.1.2

02 Groundfloor ventialtion

Ventilation

F39

F38

F37 o350o2

50o300

1.Conference room 74.04 m2 177.7 l/s 639.7 m3/h F35

F36 o100 o100

F34

o12

5F

33 o

400

F21o125

o400

F20

F32

o80

F23 o300

F24

o12

5

F25 o250

F26

o125

F27 o224

F28

o125

F29 o200

F30

o125

F31 o200

F22

o500

F40

o500

o500

o500

F8

o250

F7 o300 F6 o350

F5o125 F4 o125

F3

o150

F2 o400

F11

o30

0F

10 o

80

F9 o300

F12

o125

F13o250

F14

o12

5

F15 o224 F16

o12

5

F17 o200

F18

o12

5

F19 o200

F1

o450

2. Landscape office 128.58 m2 154.3 l/s 555.5 m3/h

ELEVATOR3.Storage 4.45 m2 15 l/s 54 m3/h

4. Corridor 32.84 m2Inlet: 20 l/s 72 m3/h

10. Office 3 23.66 m2 33.1 l/s 119.2 m3/h

11.Office 4 22.52 m2 31.5 l/s113.5 m3/h

12. Office 5 58.75 m2 82.3 l/s 296.1 m3/h

9.Office 2 23.61 m2 33.1 l/s 119 m3/h

8.Office 1 24.8 m2 34.7 l/s 125 m3/h

7. Corridor 2

5.Toilets 1 9.08 m2Inlet: 20 l/sExhaust:30l/s

6. Toilets 2 8.53 m2Inlet: 20 l/sExhaust:30l/s

Technical shaftTotal: 621.7 l/s 2238 m3/h

Inlet air duct

Exhaus air duct

Silencer

Note: The ventilation ducts are placed in the ceiling. 1.2.6 Detail- ceiling critical cross section

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

3rd semester project- Design of a large building

Ventilation, office 1st floor

Eniko Toth

11/24/16

1.1.3

CE-3-A16

1.1.3

03 1 Floor ventilation

Ventilation

74.04 m²KITCHEN

125.02 m²CANTEEN

8.66 m²ELEVATOR

23.19 m²OFFICE 3

24.31 m²OFFICE 1

58.75 m²OFFICE 5

9.08 m²TOILETS

9.08 m²TOILETS

23.61 m²OFFICE 2

22.52 m²OFFICE 4

11.9 m²CORRIDOR

4.73 m²SMOKING

33.96 m²CORRIDOR

11.22 m²SHAFT

32

1 1

2

3

5

5

4 4 6 7

67

1918

8

9 8

11 16

10

12

9

18

1214

1016

1113

15

14

15

17

13 17

o 500

o 500

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100


Ventilation, office building, 2nd floor

Kinga Janecka

11/30/16

1.1.4.

C31-A16

1.1.4.

Inlet duct

Exhaust duct

Silencer


120

150

150

100 300 200

1200

500

Soil

Capilary braking layer

Concrete

Drainage

Water proof membrane

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated


Basement wall and ground floor

Jóhannes Helgason

11/28/16

1.2.1

C31-A16

1.2.1

Ground floor

02 Groundfloor10000

200 300 10 100

1025

200

250

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

INDUSTRIAL BUILDING

Detail - External wall

Diána Gál

02/16/09

1.2.2

C31-A16

1.2.2

Radon-proofmembrane

U-value external value: 0.10 m2K/W

Linear loss 0.07 W/mK (acc. to DS418)

200mm in-situ concrete300mm PIR insulation10mm air cavity100mm precast concreteMoisture barrier from soil

10 mm plywood25mm sound insulation between 25x50 battens200 mm in-situ cast concrete slabRadon-proof membrane

External wall

Internal floor

03 1 Floor13500

10

2510

020

025

010

299200 300 10 100

Floor on columns U value: 0,06 m2K/WLinear loss 0,09 W/mK

10 mm plywood25mm capillary layer with 25*50 battons100 mm soft insulation (PIR)200 mm in situ cast concrete with reinforcement250 mm Kingspan rigid insulation10mm gypsum cladding

Internal floor:

10mm plywood25mm soundinsulation with 25x50 battons200mm in situ cast conctere

External wall:

150mm concrete300mm PIR insulation10mm capillary layer100mm concrete

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5


Detail-Floor on columns

Eniko Toth

09/13/16

1.2.3

C31-A16

1.2.3

Detail-Floor

hanging floor

All dimensions are in mm

1024

015

142

024

14

100 10 300 200

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 10


Roof detail South view

Kinga Janecka

02/16/09

1.2.4CE31-A16

1.2.4

Roof elements

10 mm bituminous felt (2x 5mm)570 mm glulam beam and insulation layer240 mm battens (C24)1 mm vapour layer24 mm plywood14 mm gypsum

Roof detail (South view)

Wall elements:

100 mm concrete310 mm PIR insulation with airtight layer200 mm concrete

1024

057

025

14

100 10 300 200

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 10


Roof detail East view

Kinga Janecka

11/21/16

1.2.5CE31-A16

1.2.5

Roof elements

10 mm bituminous felt (2x 5mm)570 mm glulam beam and insulation layer240 mm battens (C24)1 mm vapour layer24 mm plywood14 mm gypsum

Wall elements:

100 mm concrete310 mm PIR insulation with airtight layer200 mm concrete

Roof detail East view

328

0

1650

50ø 400

50

50

255

67

24

50

175

50

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 25


Detail-celling, critical cross section

Kinga Janecka

11/30/16

1.2.6

CE31-A16

1.2.6

Ventilation pipes

warm and cold heating pipes

400 mm

175 mm

The critical cross-section is in 2nd floorThe final heigh of corridor is 2556mmAll the dimensions are in mm

I

J

4500 4500 4500 3740

2100

17 18 19 20 21

972

500

500

250

250

256

Pad footing with pileMaterial: Concrete

Pad footing:Dimensions:0.5mx0.5mx1m

Pile:Dimensions:0.25mx0.25mx4.5m

2.2.1 Detail-Pile foundation,production building, south


PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 50


Pile foundation, Production Building, South

Eniko Toth

11/24/16

2.1.1

CE31-A16

2.1.1

Plan view, foundation, production building

footing

1 2 3

B

C

D

E

2100

2100

4500

500

2000

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 50


Pile foundation, production building, north

Kinga Janecka

11/30/16

2.1.2

CE31-A16

2.1.2

production building north

Pile foundation top viewbelow the production buildingall dimensions in mm

500

1000

300

300

1000

1000

Concrete foundation

Soile ; Sand

Column

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated


Pad foundation

Jóhannes Helgason

11/30/16

2.1.3

C31-A16

2.1.3

foundation

02 Groundfloor10000

01 Basement7120

00 Foundation6120

GWT+43.7

+42.6

+41.5

1100

3380

+46.0GS

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 50


Strip foundation, Office building

Diána Gál

11/28/16

2.1.4

C31-A16

2.1.4

Size of strip footing from drawing:

1000

1100

17400


Strip footings are below basement and load-bearing walls

South elevation

N

J

500

1000

4500

250

42.5

45.5

44.5

40.0

250

WT

Pad footing0.5x0.5x1m concrete

Pile0.25x0.25x4.5m

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 20


Detail-Pile foundation, Production building, South

Eniko Toth

11/24/16

2.2.1

CE-3-A16

2.2.1

Detail-Pile foundation

Pile footing

2000

300

710

0250

45.5 45.4

45.1

38.0

42.3

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 50


Detail - pile foundation, production building, north

Kinga Janecka

11/30/16

2.2.2

CE31-A16

2.2.2

Pile foundation

GWT

GL

Pile foundation belowthe production building

The foundation dimensions:height 300 mmlength 2000 mmwidth 500 mm


791960

2149

120 250 150

960960

1680

796

950

2154

250120120150 250 120

300 3450 300 3300 300 3450 300

Stirrups 6 mm

Reinforcement 20 mm

Concrete class C 35

Aggressive enviromental class

Deviation 5 mm

Normal control class

Design load: leading snow 145.4 KN/m

fyk = 550

300

450

65 75 56

41

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated


Concrete beam

Jóhannes Helgason

11/28/16

3.1

C31 A16

3.1

Detail 3 stirrups

beam

Detail 3 cross section

11

45.7

1500

102510

020

025

010

8 R10 rebar

R6 stirrupspr.200mm

Floor slab1.2.3. Detail

Concrete columnModerate class0.3x0.3m

44.7

48.9

250

Cross section

U12 anchoring bar

Concrete beam450x300mm3.1 Detail-Continous beam

120

200

500

300

300

31

6

ø 10

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated


Detail-Column design

Eniko Toth

11/28/16

3.2CE31-A16

3.2

Detail-Column design

Cross section

Scale 1:20

Scale 1:5

21 mm

15 mm

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 1


Concrete beam

Diána Gál

11/30/16

3.3

C31-A16

3.3

4 ø12 mm

ø 8mm stirrups

6 ø16 mm

Beam is placed above curtain wallLength of the beam: 8.1 mHeight is 0.785 mConcrete cover 0.015 mStirrups are placed 0.180 mAnchorage length is 0.122 m

All measurements are in m

Passive Environmental Class

Elevation

Cross-section

8272

116

430

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 50


Detail-Concrete Beam Facade Office

Kinga Janecka

11/29/16

3.4

CE31-A16

3.4

26

43

3

3

Stirrup 0.6

4 2.5

Moderate environmental classconcrete cover 3 cmspacing of stirrups is 5 cmall dimensions are in cm

Beam cross section

A

6 7 9 10 11 12

C

F

I

L

13 14 158

74.04 m²KITCHEN

128.58 m²CANTEEN

8.66 m²ELEVATOR

23.66 m²OFFICE 3

24.8 m²OFFICE 1

58.75 m²OFFICE 5

9.08 m²TOILETS

8.53 m²TOILETS

23.61 m²OFFICE 2

22.52 m²OFFICE 4

12.02 m²CORRIDOR

4.45 m²SMOKING

32.39 m²CORRIDOR

11.22 m²SHAFT

3655 3600 3600 3600

1200 4000 4000 4000 3270

3860

5400

5400

4800

3600 3600 3600 3600

4000 4000 4000 2800

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100


Glulam beams, Office building 2nd floor

Diána Gál

11/28/16

4.1

C31-A16

4.1

N

GL32c timber beams

group 4- drawing annex

Documents