4th semester draings

8

8

9

9

G

G

10

10

H

H

85

961

1200

1200

1200

1200

1200

1200

1200

1200

85

961

1200

1200

1200

1200

1200

1200

1200

1200

1

1

3

3

A AC

C

2

2

B B

D

D

1200

1200

1200

1200

1200

1200

1200

827

1200

1200

1200

1200

1200

1200

1200

803

85

85

PROJECT:

SUBJECT:

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CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 100

Multi-Storey Social Housing

Multy storey housing

Rokas Ostasevicius

04/25/12

AN-X1(210 05)001

41

TYPE CITY

1 : 100Deck elements apartment 2

1 : 100Deck elements apartment 1

Apartment 1:200 mm deck elements from EXPAN11 Standard width elements, supported edges are cut in angle.5 Elements are with cutings - not standard.Hanger is necessary to have an oopening for shaft.Also, cast in site concrete has to be used to cover a small openingwhich was made to avoid not standard deck elements.

Apartment 2:200 mm deck elements from EXPAN13 Standard width elements, supported edges are cut in angle.5 Elements are with cutings - not standard.Hanger is necessary to have an oopening for shaft.Also, cast in site concrete has to be used to cover a small openingwhich was made to avoid not standard deck elements.

1

1

3

32

2

168

B B

E8E8

E8E8

E9E9

E9E9

401

00

3349

108 258 150 40108

148

3468

5895

18

100

20

5733

166

PROJECT:

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DATE:


1 : 20


balcony analysis - plan

Rokas Ostasevicius

06/21/12

AN-X1(210 03)001

41

TYPE CITY

AN-X1(210 03)001

1 : 20Detail balcony plan

VV

9

20

100

11016 25 139

39

191

39 168

158 12

200

215

50

50

50 3749

120

52

52

57

297

18

5

49 158 12

79

76

45

Ventilat

ed

1. Balcony railing with the glass2. Balcony slab 300mm thick3. "Skyframe" sliding glass wall, 158mm thick frame, tirpple glazed4. Galvanized steel flashing.5. Elastic seal around the window with a backtop 12mm6. Battens 59x139 mm, to fix the wind board7. Custom steel bracket to fix the glass wall, upper and lower.8. Ventilation gap9. Glued Aliuminium profile to hide the joint10. Aluminium panel to close the construction but with a gap to ventilate that

1.

2

3

4

164

5

6

Measurements are in mm.The aim if this detail, is to show that balconyand the building are liek two separatedconstructions, because they are seperated bythe gap.

7

8

10

35

10

16538 361 38

300

Flooring11.Parquet12. Soft material13. Plywood14. "Wirsbo" floor heating system15. 100mm insulation to keep the heat not going to apartment below16. Floor joists17. Wedges to level up the wooden floor18. Impact sound insulation19. Balcony drain

10

111312

14

15

16

17

18

19

PROJECT:

SUBJECT:

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DATE:


1 : 5


Balcony - balcony to window Section

Rokas Ostasevičius

05/30/12

AN-X5(2ET)001

41

TYPE CITY

AN-X5(2ET)001

1 : 5Apartment balcony section

7

Wall TiesThe outer and the inner leaf shall be connectedby the use of wall ties in order to ensure thecombined resistance to wind load. Corrosionproof wall ties shall be used e.g. stainless steelor tin bronze wire in a number equalling atleast 4-6 ties per m2 wall. 4mm ties are used theycan be inserted at intervals of 0.5m in everysixth course. The distance between ties shouldnot exceed 0.6 m. Below the top courses tworows of ties should be inserted at intervals of0.3 m. Furthermore an extra row of wall tiesshould always be placed at intervals of 0.3 malong the edge of all openings e.g. windows.

3

3

180

158

10840

180

40108

145

108

40

158

20

20

99.00°

99.00°

99.00°

99.00°

81.00°

81.00°

187

28

100

17

PROJECT:

SUBJECT:

DRAWN BY:

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DATE:


1 : 5


Balcony - top window fixing

Rokas Ostasevičius

05/24/12

AN-X5(2ET)002

41

TYPE CITY

AN-X5(2ET)002

1 : 5Detail window to wall

Add documentationabout DPM

Curtain wall by SkyframeSky-Frame 3 was developed for properties where extremely highdemandsare made of the thermal insulation. This system operates with54 mm thick triple glazing. The additional stability o f its glasspanels means that it can withstand stronger winds. The success of thisdevelopment was confirmed by the certification as first metalMINERGIE® sliding window.

Sound insulation capability: tested up to 44 dB

Opening type:

1.

1. Internal load bearing concrete wall 180mm2. White wall paper3. Elastic joint 12mm with a back stop4. Custom made wood batten, bolted to the wall5. Fiber cement board 20 mm6. Custom steel bracket7. Insulation 180mm8. "Skyframe" sliding glass wall9. Steel support which is holding the outside and inside concrete wall10. Dark brick11. External concrete wall12. Downpipe diameter 90 mm

2.

3.

4.

5.

6.

7.

6.

8.

9.

9.

10.

11.

12.

10

lVlV

28518 30 66 12 405 12 64 27 26

15

85

9207

660

15

69

15

40

44

15

45

126 50 124

15

15

15 20 15

15

85

6

54 51

15 20 15

300

300

180 126 50 124 180

PROJECT:

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DATE:


1 : 5


Balcony - columns

Rokas Ostasevičius

05/25/12

AN-X5(2ET)003

41

TYPE CITY

AN-X5(2ET)003

1 : 5Balcony slab fixing column

1. Concrete column which supports the delta bea,2. Custom delta beam which supports apartment balcony3. Cast on site concrete4. Elastic joint with a back stop5. Concrete balcony slab6. Gap for movement of the slab

1

2

34

5

6

Already with a beam

1

llllll

22

wall ties

66

15

45

15

255

15

108 40 180 40 108

101510521210 15 10 60 12

15

202

14

85

15

12

14

85

15

12

92 108 40 180 39 108 93

160

2

34

5

6

7

8

910

X

X

X - fixed point

- allows movement to shown directions

X

X

PROJECT:

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DATE:


Asindicated


Balcony - beam on the wall

Rokas Ostasevičius

05/30/12

AN-X5(2ET)004

41

TYPE CITY

AN-X5(2ET)004

1 : 5Balcony slab fixing

1 : 50Detail movement of the slab

Wall TiesThe outer and the inner leaf shall be connectedby the use of wall ties in order to ensure thecombined resistance to wind load. Corrosionproof wall ties shall be used e.g. stainless steelor tin bronze wire in a number equalling atleast 4-6 ties per m2 wall. 4mm ties are used theycan be inserted at intervals of 0.5m in everysixth course. The distance between ties shouldnot exceed 0.6 m. Below the top courses tworows of ties should be inserted at intervals of0.3 m. Furthermore an extra row of wall tiesshould always be placed at intervals of 0.3 malong the edge of all openings e.g. windows.

1. Concrete wall element 180 mm2. Custom delta beam which supports apartment balcony3. Cast on site concrete4. Elastic joint with a back stop5. Concrete balcony slab6. Gap for movement of the slab7. Gap between brick and concrete, because materials move separately.8. Danish brick9. Flaps already with delta beam10. Distance brick

Wall tie

2

2

90.00°90.0

0°

158

158

140

120

1

180

178

PROJECT:

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DATE:


1 : 5


Balcony - connection between two windows

Rokas Ostasevičius

06/18/12

AN-X5(2ET)005

41

TYPE CITY

AN-X5(2ET)005

1 : 5Detail between two windows

1. White wallpaper2. Loadbearing concrete wall, 180 mm3. Custom steel bracket to fix the windows4. Insulation 150mm5. "Skyframe" sliding glass wall6. Aluminium profile

2

3

4

6

6

8

lVlV

1

164

15

135

276

15

104

30

163

126 50 124

15 20 15

25

59

25

15

275

15

15

69

15

126 15 20 15 124

200

78

76

46

415

15

PROJECT:

SUBJECT:

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CLASS:

DATE:


1 : 5


Balcony- section between two beams

Author

06/19/12

AN-X5(2ET)006

TYPE CITY

AN-X5(2ET)006

Section beam to wall

1, Neoprene - reduce the impact sound (between beam and hanger)2. Internal load bearing wall, 180 mm3. Delta beam 290 mm high, 3.5 m long. Filled with concrete4. Concrete columns5. Steel hanger to support the end of the delta beam6. Aluminium profile7. Insulation8. Walls 180 mm, reinforced concrete element, loadbearing9. Aluminium profile

3

4

4

5

7

9

WCSI

Drain pipe with showen directio of the flowDrainRainwater pipeWastewater pipe (if inside the basement it goes next to the ceiling).Wastewater pipe under the basement floorPump to higher levelA spot where the pipe goes down to a stated level.

apartment 4 pipe rom the shaft





1613

1500

1500

Wastewater pipe

Depth of the pipeFrost free depth 750 mm frost free depth.

SlopeMin. slope 20 ‰ (without calculations)Min. slope 12 ‰ after first toilet (without calculations)

Gully sizeCleaning gully 425 mm, is easier to clean.

PipePVC pipe Ø110 mm

FD

Rainwater pipe

Depth of the pipeFrost free depth 750 mm.

SlopeMin. slope 10 ‰ rain water pipes after first sand catch

Gully size315 mm if there are several runs

PipePVC pipe Ø110 mm

inwater pipe

Depth of the pipe750 mm next to a not heated buildingThe highest bottom level should be atleast 0.3 m below the construction partto be drained.

Slope3-5‰

Gully sizeØ315

PipePVC pipe min Ø70 normally Ø80

Crossing the foundationDrain pipes should not cross foundationsat an angle greater than 45°. It is,however, okay to cross at 45° - thisoften saves a lot of excavation andmaterial.

Sewer and rain water pipes crossingAt least 0,2 m distance betweenrainwater and wastewater pipes thatcross.

36.75

36.50

35.75

35.50

1608

WMWM

35.40

35.40

CL 38.00BL 35.01

36.70 36.70

CL 38.00BL 36.57

PROJECT:

SUBJECT:

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DATE:


1 : 100


Sewer foundation

Rokas Ostasevicius

06/11/12

AN-01(305)001

41

TYPE CITY

AN-01(305)001

1 : 100Sewer foundation

-

E1E1

E1E1

E2E2 E2E2

1500

600

600

1500

1500 600

5530 800 4066

2124

2787

800

2123

2787

800

1162

800

1500

1392

1558

50 400

3875

400

4730

800

4065

800

600

2164

800

2887

800

4505

800

4289

800

6871

800

1500

600

12264

600

1500

4600

1500

600

12139

600

1500

4600

800

50

E6E6

E6E6

E7E7

E7E7

E8E8

E8E8

E9E9

E9E9

metal sheeting

0

12220.8

22311.5

2

33718.6

6

50141.2

5

0

18094.84

0

12758.82

0

4471.05

0

1192.37

14100

17268

2885 800

1280

1280 14029

300

3104

4400

1346

4

600

1866

1500

1000

400

1265

400

1000

1500

3333

600

600

1226

4

600

1280

12264

1500

1000400

1521

4001000

1500

PROJECT:

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DATE:


1 : 100


Excavation plan

Rokas Ostasevičius

06/17/12

AN-01(2ET)005

41

TYPE CITY

AN-01(2ET)005

1 : 100

Excavation plan

Column foundationThe distance between balcony columns is c/c 5000mmThe Distance between balcony column foundation is 1280mmAll foundation for the columns is the same 320x320 and 900mm deep.

Ramp & external staircase to entranceRamp foundation is 200 mm wide and 900 mm deep.Staircase foundation is under the first step 312x2000 mm and 900 mm in depth.

External foundation400x600 mm reinforced concrete.

Internal foundation400x800 mm reinforced concrete.Metal sheeting

The foundation in the right side of the building is deeperbecause of the basement. The depth of the excavation is 3.3 m.To avoid the excavation going out of the plot metal sheeting is needed.It can be suported by rakers or hammered into the soil.

Slope & working spaceTo safeguard against a hazardous collapse, you can create a slopedface in which the sides take the shape of steps with an incline of 1:2(1 across and 2 up). In the case of excavation depths in excess of 5 m,the slope must have an incline of 1:1. The depth of our faudation is 4.8m , andthe elevator is even deeper 6.3 m, we decided to stay on the safe side andmake the slope 1:1.

The work area must be at least 1 m wide (measured at kneeheight). The bottom of the open excavation must be flat and even sothat people can work properly there. If necessary, put down a layerof road construction gravel.

All the measurements are in mm.

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K S

TU

DE

NT

PR

OD

UC

TPRODUCED BY AN AUTODESK STUDENT PRODUCT

PR

OD

UC

ED

BY

AN

AU

TO

DE

SK

ST

UD

EN

T P

RO

DU

CT

-

-

-

014

46

7

5

3

12

58880

113500

66483

31617

34866

23144

34448

30908

88500

15991

19825

23064

43914

41059

28527

31099

29214

34401

37760

17000

20300

22005

29479

30252

PROJECT:

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DATE:


1 : 100


Execution bores

Rokas Ostasevičius

06/16/12

AN-01(2ET)006

41

TYPE CITY

AN-01(2ET)006

1 : 100

Excavation - bores

The site is devided into 7 areas. Each bore has it`s own area.

All the measurements are in mm.

PRODUCED BY AN AUTODESK STUDENT PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K S

TU

DE

NT

PR

OD

UC

TPRODUCED BY AN AUTODESK STUDENT PRODUCT

PR

OD

UC

ED

BY

AN

AU

TO

DE

SK

ST

UD

EN

T P

RO

DU

CT

UP

UP

-

1

1

3

3

A AC

C

5

5

7

7

8

8

9

9

12

12

G

G

11

11

10

10

2

2

4

4

6

6

EL4

EL4

EL2

EL2

EL1

EL1

EL3

EL3

E

E

B B

D

D

F

F

H

H

8647

4385

150

1533150

804

912

319

2350

2174

122

6116

3776

159 912638

912820

912717

912739

912639

912 265

200

279

16774

7764

1310

016970

200

4074

120

1840

120

2035

912

3484

200

1786

120

1818

180

4469

2646

180

182

1679

120

1550

120

1480

180

1581

120

1630

120

1431

200

3114

1313

1619

200

120

6420

3477

200

1626

120

1531

120

1360

120

1300

120

1348

120

1330

120

1460

120

1790

200

4723

180

5387

182

1379120

1540

180

1519

120

200

4932

1100

1850

1100

3557

200

200

912

664

912

949

912

1049

912

540

1874

180

1528

912

775

912721

912

800

912

888

888

180

310

1200

340

150

1800

150

150

150

area A

area B

area C

area D

area E

area F

area G

area H

area I

area J

area K

1852

All the measurements in mm.

All basement walls are prefabricated concrete elements.Areas from F to K for the concrete calculation are the apartmentsin the ground floor. The floor are cast in site there because there is no basement.

PROJECT:

SUBJECT:

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DATE:


1 : 100


Execution basement

Rokas Ostasevičius

06/18/12

AN-01(2ET)002

41

TYPE CITY

AN-01(2ET)002

1

1

3

3

A AC

C

5

5

7

7

8

8

9

9

12

12

G

G

11

11

10

10

2

2

4

4

6

6

EL4

EL4

EL2

EL2

EL1

EL1

EL3

EL3

E

E

B B

D

D

F

F

H

H

1A

2A

3A

4A 5A

6B

7B

8B

9B10C

11C

12C

14C

13D

16D

15D

18D

17D

19D

23E

20D

21E

22E

24E

25F

26G

27H

PROJECT:

SUBJECT:

DRAWN BY:

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CLASS:

DATE:


1 : 100


Execution blinding layer plan

Rokas Ostasevičius

06/18/12

AN-01(2ET)004

41

TYPE CITY

AN-01(2ET)004

DN

DN

DN

DN

-

-

014

E1E1

E1E1

E2E2 E2E2

46

7

53

1

2

1120

10892

6388

6393

106586398

6836

13

61

5

20

52

0

20

463

13

617

1197

2051

4

1219

1200

1198

1132

14119

10633

2045

4

1361

7

90.0

0°

150

1192

150

438

5

E3E3

E3E3

E4E4

E4E4

30.9

0°

58880

11

35

00

66483

88

50

0

E6E6

E6E6

E7E7

E7E7

E8E8

E8E8

E9E9

E9E9

18.00°18.00°

18.00°

162.00°

162.00°

161.63°

162.00°

162.00°

162.00°

81.0

0°

11108

14112

81.0

0°

9033

0

9300

0

15625.68

40847

34

81

7

7970

081

46

.38

0

14

50

.42

0

35076.05

9000

E10E10

E10E10

E11E11

E11E11

E12E12

E12E12

E13E13

E13E13

0

1287.34

UP

UP

19961

12048

6532

162.00°

6249

18.00°

18.00°18.00°

162.00°

157.00°

198.00°

163.22°

200.57°

199.51°

198.19°

0

1005.04

12958.03

14250.79

0

10324.35

0

4157.44

0

1005.04

0

1158.8

4

6070.7

1

11459.

41

21031.

09

28966.

13

36548.

62 0

22570.66

6308

0

66

53

.13

64.28°

4481

4535

3184

150

1523

1300

18

17

1

34.06°

84

27

13

00

14398

1010013438

6218 3312

8315

0

36

76

2.9

6

84.1

3°

89.87°

1215

2

1995

7

12216

19957

19

953

12

027

10083

10097

10240

12

17

8

0

1005.04

95.87°

81.10°

81.10°

0

1000

0

1000

PROJECT:

SUBJECT:

DRAWN BY:

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CLASS:

DATE:


1 : 100


Execution plot

Rokas Ostasevičius

06/18/12

AN-01(2ET)003

41

TYPE CITY

AN-01(2ET)003

4827 800 4066

4730

800

4065

800600

600

12264

600

2885 800 2124

3296

800

4730

2787

800

1258

2787

8002123

600

1226

4

600

800

800

600

12264

600

6774

6433

400

1265

400

4366

600

400

1581

400

800

4505

800

4289

2164

800

2887

800

600

400

1158

400

387

5

400

878

6

400

1158

4165

800

4731

2582

800

2367

2889

600

12139

600

800

600

800

600

12139

600

1

2

3

4

5

6

9

8

7 10

11

12

13

14A

15

16

17

18

19

20

21

22

23

24

25

14

26

800

50

E6E6

E6E6

E7E7

E7E7

E8E8

E8E8

E9E9

E9E9

1307

28

29

27

1590

PROJECT:

SUBJECT:

DRAWN BY:

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CLASS:

DATE:


1 : 100


Execution foundation plan

Rokas Osevičius

06/18/12

AN-01(2ET)001

41

TYPE CITY

AN-01(2ET)001

Concrete for foundation

Foundation for columnsIs cast on site reinforced concrete.All the column foundations are 320x320mm and900 mm deep. Distance between these foundations is500 mm c/c and the distance between the building thefoundation is 1280 mm.

Ramp foundationCast in site reinforced concrete strip foundation.200 mm wide and 900 mm deep.

Entrance stair foundationSmall foundation under the first step.Cast in site concrete 315x2000 mm, 900mm deep.

Externa lstairscase to basementCast in site reinforced strip foundation400x400 mm.

External foundationCast on site reinforced concrete strip foundation400x600 mm.

Internal foundationCast in site reinforced concrete strip foundation400x800 mm

"Stepping foundation" foundationThe connection between foundation in the basementand the ground floor is made with "step" foundation. Figure 9.

6/20/2012

12:29

Project: Multy storey building - calculations for soil work Sags nr.: 17.06.2012

Date: 20.06.2012

Hour: 12:29

Group: 2 Calculated by: Rokas

Item nr./code Text Quantity Unit Amount Price

Machinary kr.

Crane: Liebherr 34 K radius 33m, rent. 5.0per/month 8000.00 40,000 kr.

Mounting 1.0 pcs 3000.00 3,000 kr.

Dismouting 1.0 pcs 3000.00 3,000 kr.

Driver 864.0 per/hour 325.00 280,800 kr.

Crane Liebherr 26 K.1 radius 26m, rent. 5.0per/month 7800.00 39,000 kr.

Mounting 1.0 pcs 2800.00 2,800 kr.

Dismouting 1.0 pcs 2800.00 2,800 kr.

Driver 864.0 per/hour 325.00 280,800 kr.

Truck SCANIA, rent & driver, 10 trucks 9,270.0 per/hour 795.00 7,369,650 kr.

Big excavator: CAT 324, rent & driver, 2 Excavators 160.0 per/hour 750.00 120,000 kr.

Small excavator: Bobcat 444, rent & driver, 1 excavator 3.0 per/hour 750.00 2,250 kr.

Buldozer: CAT D6, rent & driver, 1 bulldozer 5.0 per/hour 760.00 3,800 kr.

kr.

Soil kr.

Soil to depot 15,581.5 m3 10.00 155,815 kr.

Backfill SAND 1,753.0 m3 35.00 61,355 kr.

Backfill GRAVEL 98.9 m3 85.00 8,408 kr.

kr.

Concrete kr.

Foundation external internal 126.2 m3 1700.00 214,540 kr.

Dlinding layer 50mm 9.0 m3 1700.00 15,300 kr.

Cast in site concrete floor, 100 mm 62.0 m3 1700.00 105,400 kr.

Total incl. VAT 8,708,718.50kr

1 af 1

Documents

4th semester draings