all in one 3 sem

8/3/2019 All in one 3 sem

1/14

4508 2376 16

5921200

59216 2384 16

5921200

59216 2384 16

5921200

59216 2384 16

592

1200592

4816736

912

736

16

2389.6

10.4592

1200592

16 2376 16450

1 09 7 1 81 2 1 09 0 31 85 1 21 2 8 95 4

17988

912

3963

912

325

9633


2/14

DWREF.REF.

AN

-12(205)22

1North1

AN-9(205)191E

ast1

AN-9(205)19 2

West1

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 area200

12m3/h3,5m/s vellocity

IN

IN

IN

IN

IN

X2 Canteen3151238m3/h

,5m/s velocity

X16 Productionarea315mm1735 m3/h6,5 m/2 velocity

X1 Office toilet125205m3/h

,5m/s

X6 Changign rooms250783m3/h

,5 m/s velocity

IN

X2 Painting room3151720 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 area

281.72 m2

Canteen68.64m2

Changing rooms 133.2 m2

Productionarea 1986.6m2

EX

X20 Productionarea3151369m3/h

,5m/2 velocity

EX

EX

EX

EX

EX

X1 Office toilet125205m3/h

,5m/s

X14 Changingrooms160335m3/h

,5m/s velocity

X4 Paintingroom200860m3/h6,5 m/svelocity

X5 Canteen200

95m3/h,5m/s velocity

X6 Working area160343m3/h

,5m/s velocity

Technical room 44.69 m2

Painting room 86.9m2

IN EXPipe goes up throught theechnical room ceiling up to

factory 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

4.69 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:

UNIVERSITYCO LLEGE

SCHOOLOFTECHNOLOGYAND 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

315

315

630

800

800

800

1000

1000

315

315

315

315

315

315

315

315

315

315

400

400

315

315

315

315

315

400

315

315

315

315

400

315

315

315

315

315

315

315

400

500

500

315

315

400

500

630

630 1000800

200

200

315 315

400

315

400

400

315

315

400

500

630

630

160

160

315

250

160

1250

400

315

500

500

630

160

160

315 400 400

400

500

500

160

160

160

630

400315160

630

1250

PRODUCED BY AN AUTODESK STUDENT PRODUCT

PRODUCED

BY

AN

AUTO

DESK

STUDENTPRODU

CT

PRODUCEDBYANAUTODESKSTUDENTPRODUCT

PR

ODUC

EDBYANAUTOD

ES

KS

TUDENTPRO

DUCT


3/14

DWREF.REF.

AN-12(205)22

1North1

AN-9(205)191E

a

st1

AN-9(205)19 2

West1

AN-12(205)22

2

South1

30.0

5

34.49 38.5

14.6

6

70.5

17.8

4

5

6

61.99

6.0

1

24

12.23

101.52

31.9

5

19.2

9

19.2

5

165.1

8

614.08

Legend:

TTS4 13.35

Address:Sletten 41, Holstebro 7500All the dimensions are in metres.Plot area: 14219 m

Factory area:2432 mOffice area: 427 mPlot ratio: 20% which is smaller tha

2

-0.145 level

2

2

Perimeter drainRain water


4/14

02 Groundfloor,terrain0

III

03 1 Floor3000

IV

05 Roof9600

V

00 Foundation-900

I

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

RoofTTS9150

V

Office roof6000

IV

Food forfoudation-1200

I

0.000

0.800

6.800

9.5989.600

10.611

4.657

3.000

2.113 2.145

0.00

5.217

3.165

-0.710

2.652

3.700

1 : 50

Detail1 SectionA-A Rokas

Factory roof :U-valueActual: 0.15 W/m2kDemand:Fire requirementActual: R30Demand:

ConstructionRoofing feltInsulation 150mmTTS element/Waffle plate

AN-15(215)29

AN(210 01)21

Factory floor:U-value

Actual: 0,15W/m2kDemand:Fire requirementActual: EI30Demand:Construction

Concrete slab 100mmRadon barrierInsulation 150mm

Office U-valueActual:DemanFire reqActual:Deman

Office external wall:U-valueActual: 0,15 W/m2kDemand:Fire requirementsActual: R30Demand:

Construction12.5 mm Gypsum12.5 mm OSB plate45 mm insulation45x45 mm battensDPM250 mm insulation45x250 mm rafterRoof anchorWindboard

Distance strips/ventilationExterior cladding

Factory external wall:U-valueActual: 0,25 w/m2kDemand:Fire requirementActual: R30Demand:

ConstructionOutter concrete layer 100mmInsulation 200mmConcrete 150mm

OfficU-vaActuaDemFire rActuaDem


5/14

02Groundfloor,terrain0

III02Groundfloor,terrain0

III

031 Floor3000

IV031Floor3000

IV

V

363

3400

100.0002Groundfloor,terrain0


III

031Floor3000

IV031 Floor3000

IV

15 16

Section7

---Section7

---

2250

3400

1812

2142



III

031 Floor3000

IV031Floor3000

IV

Officeroof6000

IVOfficeroof6000

IV

1000

6184



III

031 Floor3000

IV031 Floor3000

IV

Officeroof6000

IVOfficeroof6000

IV

2400

6184

PROJECT:

SUBJECT:

DRAWNBY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE

SCHOOL OF TECHNOLOGY AND BUSINESS -

1 :2 0

VIAWindowsandDoor Factory

Summerywoodelementsslopingwall

RokasOstasevicius

11/17/11

AN-15(205 01)40

31

Horsens

AN-15(205 01)4

1 : 20

summery wooden elements 2

1 : 20

Summery 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


6/14



III

031 Floor3000

IV031 Floor3000

IV

I

363



III

031Floor3000

IV031Floor3000

IV

22

1000

3184



III

031Floor3000

IV031 Floor3000

IV

1819

2400

3184

1212

1212

02Groundfloor,t0


III

031 Floor3000

IV031Floor3000

IV

1718

2400

3184

PROJECT:

SUBJECT:

DRAWNBY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE


1 :2 0

VIAWindowsandDoor Factory

Summerywoodelements

RokasOstasevicius

11/17/11

AN-15(205 01)39

31

Horsens

AN-15(205 01)3

1 : 20


1 : 20


1 : 20


1 : 20

Summery wooden elements

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

Module 1 Module 2 Module 3


7/14

Page 1 of 2

17.11. 2011

Tender Application Form

Project: VIA Windows & Doors

Contract: Trade Contract

Tender form: Restricted Tendering without prequalification. Invited tendering.

The undersigned would hereby, and in accordance with the specifications and drawing of the

tender document of 17.11.2011 offer to execute the aforementioned contract to fixed price and

time for the following sum exclusive VAT:

Tender sum transferred from page 2

exclusive VAT kr. ..

Written in kr .

The following letter of corrections are received and are a part of the bid: no. 1 dated .

no. 2 dated .

no. 3 dated .

In case you have received letters of corrections this must be stated here that you have taken this into consideration.


8/14

Page 2 of 2

17.11.2011

The individual work in the contract are priced as follows:

1. Wooden prefabricated elements

1.1 External walls

1.11 External walls, module 1 kr.






1.2 Installation of external walls





1 25 E t l ll d l 5 k PRODUCED BY AN AUTODESK STUDENT PRODUCT


9/14

-

-

--- -

-

-

1

1

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

0

0

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

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(6a)

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 ) 0 (6a) 1 (1at) 2 (6a) 3 (1at) 4 (2a) 5 (1at) 6 (4a) 7 (3at) 8 (6a) 9 (1at) 30 (2a) 31 (1at ) 32 (6a) 33 (1at ) 34 (6a) 35 (1at ) 36 (2a) 37 (8at c)

38(7a)

39(6a)

40(2a)

41(6a)

42(6a)

43(6a)

44(2a)

45(6a)

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)

86(6a)

85(6a)

84(7a)

83(2a)

82(6a)

81(6a)

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

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE

SCHOOL OF TECHNOLOGYAND 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

WEST

EAST

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.

TOTALELEMENTS: 88

TOTALDIFFERENT ELEMENTS: 9


P

RODUCED

BY

AN

AUTO

DESK

STUDENTPRODU

CT


PR

ODUCED

BY

AN

AUTOD

ESK

STUDENTPRODUC

T



10/14

1AT

500

2384

6500

2A

3001784300

2384

500

1275

5225

500

400

4000

2500

3AT

1984

2384

4A

400

3000

4000

2384

1984

6A

500

6500

23847A

744912728

500

4355

2145

2384

500

6500

8ATC2902

9ATC

500

6500

2902

1AT

500

2384

6500

2A

3001784300

2384

500

1275

5225

5AT

500

4387

2113

439 1512 433

2384

6A

500

6500

23847A

744912728

500

4355

2145

2384

500

6500

8ATC2902

9ATC

500

6500

2902 6A

500

6500

2384

2A

3001784300

2384

500

1275

5225

7A

744912728

500

4355

2145

2384

2A

3001784300

2384

500

1275

5225

6A

500

6500

23847A

744912728

500

4355

2145

2384

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE


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


P

RODUCED

BY

AN

AUTO

DESK

STUDENTPRODU

CT


PR

ODUCED

BY

AN

AUTOD

ESK

STUDENTPRODUC

T


11/14

7 5 5 0 1 8 0

400

600

600

600

600

600

600

600

600

600

348

230

1200

1200

900

1200

1200

217

2930

3217

Thedistancesbetween

pfeiferboxes

,

themeasurementsaretakenfrom

wiretowire

.

SPA-N-0

6-3

80

SPA-1-1

0-3

60

7000

651

6147

202

Totalhightoftheelement

Totalhightoftheelement

Thickness of different layers

108

252

439

TPA-F

X

liftinganchor,

pitchingreinforcement,

additionalreinforecement

forpull

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

90 300 3 02 3 00 602 300 90

230

300

2394

150

2554

300

219

85 1814 85Horizontal TPA-FX 17,0-40 lifting anchors

TTS bottom cut outs

TTS top cut outs

SPA-N-06-380

SPA-1-10-360

SPA-1-1

0-3

60

1680

2788

1679

230

1200

1200

900

1200

1200

217

VerticalTPA-F

X17

,0-4

0liftingancho

rs

SPA-N-0

6-3

80

5177

970

384

7000

520 142 1061 142 520

3276

3724

1192 1192Center of gravity Y axis

TTScuto

ut

CenterofgravityXaxis

A

B

384Total element width

Totalelementhig

ht

Hightdifferencebetweenlayers

A

B

650

75 250 180

505

150

10117

75

10

0 5

0 120 310

75 50 180

505

180

2

50

75

505

30

53

74

53

55

45

30

8

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE

SCHOOLOF TECHNOLOGYANDBUSINESS-

Asindicated

Tendering

element drawing

Rokas Ostasevicius

01/03/12

FPNx34(205)002

31

FPNx34(205)002

cross section

1 : 203

Element

1 : 10Details



12/14

I

455

25

410

20

101

AN-15(2ET)35

4

11

12 13 14 15 16

17

18

20


PRODU

CED

BY

AN

AUTO

ESK

STUDENTPRODUCT



13/14

1

Vof TT

9150 V

ANxx9(xxx)20


PRODU

CED

BY

AN

AUTO

ESK

STUDENTPRODUCT

AN-15(205 01)41


14/14

400

13

13

45

250

13

45

22

8

4

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGE


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

( )

1 : 5

Connection 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 rafter

8. Roof anchor9. Windboard10. Distance strips11. Exterior cladding12. Glue for wood13. Sikaflex14. ETB15. Ventilation gap16. Roof anchor

1 2 3/4 5 67

9

1011

13

12

15

16

all in one 3 sem

Documents