DWREF.REF.

AN-12(205)22

1North1

AN-9(205)191East

1

AN-9(205)19 2

West

1

AN-12(205)22

2South1

12.23

101.52

201.54

6

Legend:

TTS

Address:Sletten 41, Holstebro 7500All the dimensions are in metres.Plot area: 14219 mFactory area:2432 mOffice area: 427 mPlot ratio: 20% which is smaller than regulation 45%

2

-0.145 level

2

2

Perimeter drainRain water

90.9

149818

14.6

19.61

141

141

142

142

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 200

VIA Windows and Door Factory

Site plan

Rokas Ostasevicius

17/11/2011

AN-11(105)26

CAHS31

Horsens

AN-11(105)26

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

00 Foundation-900

I00 Foundation-900

I

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Food for foudation-1200

IFood for foudation-1200

I

22

0.000

0.800

6.800

9.600

10.611

3.000

2.113 2.145

0.000

3.165

-0.710

2.652

3.212

4.550

1000 315315630 63044014428 2877 9408 3159138

6.800

0.800 0.800 0.800

6.800 6.800

4.657

2.113

6.800

6.423

9.073

9.600

6.767 6.7116.925

6.7676.925

2.133

-0.150-0.150

AN-15(210 01)21

AN-1(200)33

AN-15(215)29

AN-1(200)5

AN-15(2ET)35

AN-15(215)30

Factory foundation:U-value:Actual:0.12W/mkDemand:0.12W/mk

CONSTRUCTIONInsulation 200mmFoundation 150x800mmFoot for foundation 300x600mmPerimeter pipe Ø80mm

Factory external wall:U-value:Demand:0.25W/m2kFire requirementsActual:R60Demand:R60

CONSTRUCTIONInner layer 150mmInsulation 200mmOuter layer 100mm

Factory roof:U-valueActual:0.23W/m2kDemand:0.15W/m2kFire requirementsActual:EI30Demand:EI30

CONSTRUCTIONInsulation150mmTTS 1020mm height50mmthickness

Office roof:U-value:Demand:0.10W/m2kFire requirementsActual:EI30Demand:EI30

CONSTRUCTION25mm wood woolDPM350mm insulation15mm plywoodRoofing feltPlywood windboardAloy capeBitumin tapeFlexible groove

Factory floor:U-value:Demand:0.15W/mk

CONSTRUCTIONConcrete 100mmInsulation 150mm

Office foundation:U-value:Actual: 0.14W/m2kDemand:0.12W/m2k

CONSTRUCTIONFoundation 150x800mmFoot for foundation(reinforced) 300x600Insulation 150mm

Office floor:Actual: 0.14W/m2kDemand:0.10W/m2k

CONSTRUCTIONFloor slab 150mmInsulation 100mm

Office external wall:U-value:Demand:0.15W/m2kFire requirementsActual:R30Demand:R30

CONSTRUCTION12.5 mm Gypsum12.5 mm OSB plate45 mm insulation45x45 mm battensDPM250 mm insulation45x250 mm rafterRoof anchorWindboardDistance strips/ventilationExterior cladding

LEGEND:

Concrete

Earth

Gravel

Wool insulation

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 50

VIA Windows and Door Factory

Section A-A

Rokas Ostasevicius

17/14/11

AN-13(2KL)34

31

Horsens

AN-13(2KL)34

1 : 50Detail 1 Section A-A Rokas

400

1313

4525

013

4522

8

4

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 5

VIA Windows and Door Factory

Connection between wooden wall elements

Rokas Ostasevicius, Svanur Thor Brandsson

11/17/11

AN-15(205 01)41

31

Horsens

AN-15(205 01)41

1 : 5Connection between wooden wall elements

14

1. 12.5 mm Gypsum2. 12.5 mm OSB plate3. 45 mm insulation4. 45x45 mm battens5. DPM6. 250 mm insulation7. 45x250 mm rafter8. Roof anchor9. Windboard10. Distance strips11. Exterior cladding12. Glue for wood13. Sikaflex14. ETB15. Ventilation gap16. Roof anchor

1 2 3/4 5 67

910

11

13

12

15

16

03 1 Floor3000

IV 03 1 Floor3000

IV

I

363

15 251 12 2545

455

25

410

20

101

15

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 5

VIA Windows and Door Factory

Office wall to roof

Rokas Ostasevicius

17/14/11

AN-15(2ET)35

CAHS-31

Horsens

AN-15(2ET)35

1 : 5Office wall to roof Rokas

External wall:1. 12.5 mm Gypsum2. 12.5 mm OSB plate3. 45 mm insulation4. 45x45 mm battens5. DPM6. 250 mm insulation7. 45x250 mm rafter8. Roof anchor9. Windboard10. Distance strips/ventilation11. Exterior cladding

Roof:12. 25mm wood wool13. DPM14. 350mm insulation15. 15mm plywood16. Roofing felt17. Plywood windboard18. Aloy cape19. Bitumin tape20. Flexible groove

1

2

3

4

6

5

7

8

9

10

11

12 13 14 15 16

17

18

20

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

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SK

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RO

DU

CT

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

I

363

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

22

1000

3184

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

1819

2400

3184

1212

1212

02 Groundfloor, t0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

1718

2400

3184

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 20

VIA Windows and Door Factory

Summery wood elements

Rokas Ostasevicius

11/17/11

AN-15(205 01)39

31

Horsens

AN-15(205 01)39

1 : 20Summery wooden elements 8

1 : 20Summery wooden elements 7

1 : 20Summery wooden elements 6

1 : 20Summery wooden elements

Number of elements: 1 Number of elements: 1 Number of elements: 4

Module 1 Module 2 Module 3

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

V

363

3400

100.00°02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

15 16

Section 7

---Section 7

---

2250

3400

1812

2142

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

Office roof6000

IVOffice roof6000

IV

1000

6184

02 Groundfloor, terrain0

III02 Groundfloor, terrain0

III

03 1 Floor3000

IV03 1 Floor3000

IV

Office roof6000

IVOffice roof6000

IV

2400

6184

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 20

VIA Windows and Door Factory

Summery wood elements sloping wall

Rokas Ostasevicius

11/17/11

AN-15(205 01)40

31

Horsens

AN-15(205 01)40

1 : 20summery wooden elements 2

1 : 20Summery wooden elements 1

1 : 20Summery wooden elements 5

1 : 20Summery wooden elements 4

Number ofelements: 5

Number of elements: 1

Number of elements: 1

Module 4 Module 5 Module 6

75 250 180

400

600

600

600

600

600

600

600

600

600

348

230

1200

1200

900

1200

1200

217

2930

3217

The

dis

tance

sbetw

een

pfe

ifer

boxe

s,th

em

easu

rem

ents

are

take

nfr

om

wire

tow

ire.

SP

A-N

-06-3

80

SP

A-1

-10-3

60

7000

651

6147

202

Tota

lhig

htofth

eele

ment

Tota

lhig

htofth

eele

ment

Thickness of different layers

108

252

439

TP

A-F

Xlif

ting

anch

or,

pitc

hin

gre

info

rcem

ent,

additi

ona

lrein

fore

cem

ent

for

pull

A505

Total thickness

B

Insulation

Concrete

SPA-N-06-380

SPA-1-10-360

TPA-FX 17,0-40

Pitching reinforcement

Additional reinforcement for pull

Colour boundry

Form impression (smooth)

Exposed

Rough cast

No demand

LEGEND:

202

6147

651

140 1052 1052 140

290 300 302 300 602 300 290

230

300

2394

150

2554

300

219

285 1814 285Horizontal TPA-FX 17,0-40 lifting anchors

TTS bottom cut outs

TTS top cut outs

SPA-N-06-380

SPA-1-10-360

SP

A-1

-10-3

60

1680

2788

1679

230

1200

1200

900

1200

1200

217

Vert

icalT

PA

-FX

17,0

-40

liftin

ganch

ors

SP

A-N

-06-3

80

5177

970

2384

7000

520 142 1061 142 520

3276

3724

1192 1192Center of gravity Y axis

TT

Scu

tout

Cente

rofgra

vity

Xaxi

s

A

B

2384Total element width

Tota

lele

menthig

ht

Hig

htdiff

ere

nce

betw

een

laye

rs

A

B

650

75 250 180

505

150

10

117

75

10

20 25

20 120 310

75 250 180

505

180

250

75

505

30

53

74

53

55

45

30

8 2

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

Asindicated

Tendering

element drawing

Rokas Ostasevicius

01/03/12

FPNx34(205)002

31

FPNx34(205)002

Elementcross section

1 : 203

Element

1 : 104

Details

HALFEN - Sandwich panel anchor type SPACalculation program SPA, Version 2.89

07.12.2011

Project:Designer:Company:

Concrete factoryRokas OstaseviciusBEARS elements

Position:Remarks:

1.0

View outer skin:

238

14 105 105 14

29303030 60 3029

700

20

120

120

180

120

120

20

2030

285

15

300

3020

Cross section:

rs

8 25 18

36

65

Element dimensions:

Length of outer skin : 238,0 cmHeight of outer skin : 700,0 cmThickness of outer skin : 7,5 cmThickn. of thermal insulation : 25,0 cmThickn. of load-bearing panel : 18,0 cm

Weight of outer skin : 31,2 kNWeight of outer skin : 75,0 kNTotal weight : 106,2 kN

Number of openings : 0Number of strengthenings : 0Number of openings l.-b. panel : 0Number of openings outer skin : 0

Coord. centre of gravity Xs : 119,0 cmCoord. centre of gravity Ys : 350,0 cm

Maximal distance emax 400,0 cmPanel turned Yes F max = 6,25 kN

Additional reinforcement:

SPA-1: r = 1 ø 8 x 700 ; s = 1 ø 10 x 700

5 x SPA-1-10-360, Fv <= 6.4 kN(Best.-Nr.: 0270.010-00016 )

5 x SPA-1-10-360, Fv <= 6.4 kN(Best.-Nr.: 0270.010-00016 )

18 x SPA-N-06-380, F(d/z) <= 4.5 kN(Best.-Nr.: 0274.040-00003 )

1AT

50

0

2384

65

00

2A

3001784300

2384

50

01

27

55

22

5

50

0

400

40

00

25

00

3AT

1984

2384

4A

400

30

00

40

00

2384

1984

6A

50

06

50

0

23847A

744912728

50

04

35

52

14

5

2384

50

06

50

0

8ATC2902

9ATC

50

06

50

0

2902

1AT

50

0

2384

65

00

2A

3001784300

2384

50

01

27

55

22

5

5AT

50

04

38

72

11

3

439 1512 433

2384

6A

50

06

50

0

23847A

744912728

50

04

35

52

14

5

2384

50

06

50

0

8ATC2902

9ATC

50

06

50

0

2902 6A

50

06

50

0

2384

2A

3001784300

2384

50

01

27

55

22

5

7A

744912728

50

04

35

52

14

5

2384

2A

3001784300

2384

50

01

27

55

22

5

6A

50

06

50

0

23847A

744912728

50

04

35

52

14

5

2384

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 50

VIA windows and doors

Amount of elements

Rokas OStasevicius

12/25/11

FPNx34(205)005

31

FPNx34(205)005

1 : 50

1AT1

1 : 50

2A2

NORTH ELEVATION

1 : 50

3AT3

1 : 50

4A4 1 : 50

6A5 1 : 50

7A6 1 : 50

8 ATC7 1 : 50

9ATC8

15 stk 7stk 1stk 1stk 8stk 1stk 1stk 1stk

SOUTH ELEVATION

1 : 50

Copy of 1AT9

1 : 50

Copy of 2A10

1 : 50

Copy of 5AT11 1 : 50

Copy of 6A12 1 : 50

Copy of 7A13

1 : 50

Copy of 8 ATC14 1 : 50

Copy of 9ATC15

16stk 6stk 1stk 9stk 1stk 1stk 1stk

1 : 50

Copy (2) of 6A16

WEST ELEVATION

2stk 6stk 1stk1 : 50

Copy (2) of 2A17 1 : 50

Copy (2) of 7A18

EAST ELEVATION

1 : 50

Copy (3) of 2A19 1 : 50

Copy (3) of 6A20 1 : 50

Copy (3) of 7A21

2stk 5stk 2stk

TOTAL ELEMENTS: 88

TOTAL DIFFERENT ELEMENTS: 9

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

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-

-

--- -

-

-

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

14

14

15

15

16

16

17

17

18

18

19

19

20

20

21

21

22

22

23

23

24

24

25

25

26

26

27

27

28

28

29

29

30

30

31

31

32

32

33

33

34

34

35

35

A A

B B

C C

D D

E E

F F

G G

H H

I I

J J

36

36

1 (9atc)

2(6

a)

3 (6a)

88

(6a

)

5 (1at) 6 (2a) 7 (1at) 8 (6a) 9 (1at) 10 (2a) 11 (1at) 12 (6a) 13 (1at) 14 (2a) 15 (1at) 16 (7a) 17 (1at) 18 (2a) 19 (1at) 20 (6a) 21 (1at) 22 (6a) 23 (1at) 24 (2a) 25 (1at) 26 (4a) 27 (3at) 28 (6a) 29 (1at) 30 (2a) 31 (1at) 32 (6a) 33 (1at) 34 (6a) 35 (1at) 36 (2a) 37 (8atc)

38

(7a

)3

9(6

a)

40

(2a

)4

1(6

a)

42

(6a

)4

3(6

a)

44

(2a

)4

5(6

a)

46

(7a

)

47 (9atc)48 (2a)49 (1at)50 (6a)51 (1at)52 (2a)53 (1at)54 (6a)55 (1at)56 (6a)57 (1at)58 (7a)59 (1at)60 (6a)61 (1at)61 (6a)62 (5at)63 (6a)64 (1at)65 (2a)66 (1at)67 (6a)68 (1at)69 (2a)70 (1at)71 (6a)72 (1at)73 (2a)74 (1at)75 (7a)76 (1at)77 (2a)78 (1at)79 (6a)80 (8atc)

87

(2a

)8

6(6

a)

85

(6a

)8

4(7

a)

83

(2a

)8

2(6

a)

81

(6a

)

1AT 2A 3AT 4A 5AT 6A 7A 8ATC 9ATC

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 100

VIA windows and doors

Erection plan

Rokas Ostasevicius

12/25/11

FPNx34(205)006

31

FPNx34(205)006

1 : 100

Ground Floor1

1 : 100

Section12

NORTH

WE

ST

EA

ST

SOUTHLayout of the elements Corner connection Temporary bracing Temporary bracing must be placeddirectly upon erection and must notbe removed until the building is stable.All elements must be equipped with double support.The support are fixed to the elements and into the floor, with bolts.

TOTAL ELEMENTS: 88

TOTAL DIFFERENT ELEMENTS: 9

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

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TPRODUCEDBYANAUTODESKSTUDENTPRODUCT

PR

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BY

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DWREF.REF.

AN-12(205)22

1North1

AN-9(205)191Ea

st1

AN-9(205)19 2

We

st1

AN-12(205)22

2South1

IN IN

IN

IN

IN

IN IN

IN IN

IN IN

IN IN

ININ

IN

IN

IN

IN

IN

IN

IN

IN

IN

IN

IN X5 Working areaØ200412m3/h3,5m/s vellocity

IN

IN

IN

IN

IN

X2 CanteenØ3151238m3/h4,5m/s velocity

X16 ProductionareaØ315mm1735 m3/h6,5 m/2 velocity

X1 Office toiletØ125205m3/h4,5m/s

X6 Changign roomsØ250783m3/h4,5 m/s velocity

IN

X2 Painting roomØ3151720 m3/h6,5 m/s velocity

Office area - 2062 m3/hCanteen - 2476 m3/hOffice toilet - 205 m3/hChanging rooms - 4700m3/hProd. are - 26 025 m3/hPainting room - 3441 m3/h

Total: 38 909 m3/h

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX EX

EX

EX

EX

EX

EX

EX EX

EX

EX EX

EXEX

EX EX

EXEX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

IN

EX

EX

EX

ININ

ININ

Working area281.72 m2

Canteen68.64m2

Changing rooms 133.2 m2

Productionarea 1986.6m2

EX

X20 ProductionareaØ3151369m3/h4,5m/2 velocity

EX

EX

EX

EX

EX

X1 Office toiletØ125205m3/h4,5m/s

X14 ChangingroomsØ160335m3/h4,5m/s velocity

X4 PaintingroomØ200860m3/h6,5 m/svelocity

X5 CanteenØ200495m3/h4,5m/s velocity

X6 Working areaØ160343m3/h4,5m/s velocity

Technical room 44.69 m2

Painting room 86.9m2

IN EXPipe goes up throught thetechnical room ceiling up tofactory ceiling

All the pipes in the production areaare up to the factory ceiling. In otherrooms like changing room, canteen,working area etc. pipes goes up tothat room ceiling

Pipe goes down into thepainting room

Ventilation unit:AERO Modulaggregat From EXHAUSTO

44.69 m2

Directors office29.14 m2

3.8 m2

Toilet 5.7 m2

3.7 m2

9.39 m2

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 100

Windows and Door Factory

Ventilation plan

Rokas Ostasevicius

09/28/11

AN-11(325)25

CAHS31

Horsens

AN-11(325)25

1 : 100Groundfloor ventilation plan

Ø3

15

Ø3

15

Ø6

30

Ø8

00

Ø8

00

Ø8

00

Ø1

00

0

Ø1000

Ø315

Ø315

Ø315

Ø315

Ø315

Ø315

Ø315

Ø315

Ø3

15

Ø315

Ø4

00

Ø4

00

Ø315

Ø315

Ø315

Ø315

Ø315

Ø4

00

Ø3

15

Ø315

Ø3

15

Ø3

15

Ø400

Ø3

15

Ø3

15

Ø315

Ø315

Ø315

Ø315

Ø315

Ø4

00

Ø5

00

Ø5

00

Ø3

15

Ø3

15

Ø4

00

Ø5

00

Ø6

30

Ø630 Ø1000Ø800

Ø2

00

Ø2

00

Ø315 Ø315

Ø4

00

Ø315

Ø4

00

Ø4

00

Ø3

15

Ø3

15

Ø400

Ø5

00

Ø6

30

Ø6

30

Ø1

60

Ø1

60

Ø315

Ø2

50

Ø1

60

Ø1250

Ø400

Ø3

15

Ø5

00

Ø5

00

Ø6

30

Ø160

Ø1

60

Ø315 Ø400 Ø400

Ø4

00

Ø5

00

Ø5

00

Ø1

60

Ø1

60

Ø1

60

Ø6

30

Ø400Ø315Ø160

Ø630

Ø1250

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

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TPRODUCEDBYANAUTODESKSTUDENTPRODUCT

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