PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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UP

1 2 3 4 5

F

E

B

A

7475767778

C

10340

1517

7192

6311

11795 12875

1350

0

24670

1502

0

24670

60 m²

Gym room

-1.01

27 m²

Hallway

-1.02

6 m²

Storage room

-1.03

5 m²

Storage room

-1.04

5 m²

Storage room

-1.05

5 m²

Storage room

-1.06

5 m²

Storage room

-1.07

57 m²

Technical room

-1.08

21 m²

Staircase-1

St.c.

8840

6760

2845 5995

4691

350

1719

4175 1530 3135

656 864 1356 864 1356 864 1356 864 1436 864 700

2500

2220 2100 2100 2100 2180

2500

12066

5561

577

2340

1923

79

92 96

C

C A

A

B

B

D

E

Prefabricated concrete loadbearingexterior wall, U=0.1 W/m2KPrefabricated concrete loadbearingexterior wall with wooden facadecladding, U=0.1 W/m2KPrefabricated concrete loadbearingbasement wall, U=0.17 W/m2K

Prefabricated concrete loadbearinginterior wall

Prefabricated concrete interior wall

WALL TYPES

Notes:1. Building must be constructed according to BR10;2. If any masurements aren't visable, contact "UParchitecture", do not mesure drawing with ruller;3. All keypoints are shown on seperate sheets;4. Walls in wetrooms should be covered withwaterproof materials.

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Una Polonanova

23.05.2012

1:50

Multistory building

Basement floor plan

Basement floor RoomSchedule

Number Name Area

-1 St.c. Staircase 21 m²-1.01 Gym room 60 m²-1.02 Hallway 27 m²-1.03 Storage room 6 m²-1.04 Storage room 5 m²-1.05 Storage room 5 m²-1.06 Storage room 5 m²-1.07 Storage room 5 m²-1.08 Technical room 57 m²

Grand total: 9 192 m²

The floor in basement will bepolished concreteU-value: 0.12 W/m2K

(99)3.1

Marianne Proomet

UP

DN

DW

1 2 3 4 5

FF

EE

BB

AA

67

70

154

154 154 154 154

154

154

154154

154

154

154

154

154

154

83

84

85 86

89

CC

90

5 m²

Toilet

0.01

5 m²

Storage room

0.02

32 m²

Waiting area withreception

0.03

35 m²

Hair salon

0.04

36 m²

Hair salon

0.05

5 m²

Bathroom

0.08

5 m²

Bathroom

0.09

6 m²

Massage room

0.1017 m²

Staff room

0.11

95

1311

4

1509

3275

7200

1509

1657

900

300

900

300

900

2396

900

300

900

300

900

1904

8824 2648 2859 8824

24327

791 900 360 900 2185 900 379 900 1010 900 1010 900 602 1300 900 5050 900 4441

1509

3275

1452

900

300

900

2448

24327

8824 2648 2859 8824

9954 7118 7255

1762 900 200 900 835 1430 3927 1430 678

6000

7200

1466

7200

1509

176

1220

5804

4509

120

3500

2871

1000

1562

1300

1677

700

1000

864

2833

864

1200

548

1020

1145

864

880

5245 1850

1745 2340

1582 6799 3490

1550 864 4003 864 1100

1600 2121

64354625

500

1830

1121

1730

700

864

3236

470 1155

16002100

16 m²

Staircase

0 St.c.

5 m²

Utility room

0 Ut.r.

13 m²

Waiting area

0.06

6 m²

Massage room

0.07

2845 2280

6959

350

63

C

C A

A

B

B

3383 3488D

E

Prefabricated concrete loadbearingexterior wall, U=0.1 W/m2KPrefabricated concrete loadbearingexterior wall with wooden facadecladding, U=0.1 W/m2KPrefabricated concrete loadbearingbasement wall, U=0.17 W/m2K

Prefabricated concrete loadbearinginterior wall

Prefabricated concrete interior wall

WALL TYPES

Wooden flooring

Tile flooring

Polished concrete flooring

Outdoor concrete flooring

FLOOR TYPES

Notes:1. Building must be constructed according to BR10;2. If any masurements aren't visable, contact "UParchitecture", do not mesure drawing with ruller;3. All keypoints are shown on seperate sheets;4. Walls in wetrooms should be covered withwaterproof materials.

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Ground floor Room ScheduleNumber Name Area

0 St.c. Staircase 16 m²0 Ut.r. Utility room 5 m²0.01 Toilet 5 m²0.02 Storage room 5 m²0.03 Waiting area with

reception32 m²

0.04 Hair salon 35 m²0.05 Hair salon 36 m²0.06 Waiting area 13 m²0.07 Massage room 6 m²0.08 Bathroom 5 m²0.09 Bathroom 5 m²0.10 Massage room 6 m²0.11 Staff room 17 m²

Grand total: 13 187 m²

Una Polonanova

23.05.2012

1:50

Multistory building

Ground floor plan

(99)3.2

MP, HP

UP DN

1

2

3

4

67

8

1 2 3 4 5

F

E

B

A

154

154

154

154

154

154

C

152

93

8824 2648 2859 8824

1509

3275

7200

1509

3002 624 1106 2096 1500 624 1002

1602

900

2400

900

4810

900

1602

4202 1830 1285 2920 1500 1300 900 1690 1830 1530 900 4441

4612 1090 624 1500 2096 1106 624 3000

1600

900

2400

900

4800

900

1700

10 m²

Staircase

1 St.c.

5 m²

Bathroom

1.01

12 m²

Bedroom

1.04

15 m²

Office

1.05

12 m²

Bedroom

1.06

12 m²

Bedroom

1.07

50 m²

Living room with kitchenand entrance area

1.08

4 m²

Bathroom

1.03

2 m²

Loundry

1.02

5 m²

Bathroom

1.09

13 m²

Bedroom

1.12

15 m²

Office

1.13

12 m²

Bedroom

1.14

12 m²

Bedroom

1.15

51 m²

Living room with kitchenand entrance area

1.16

4 m²

Bathroom

1.11

2 m²

Loundry

1.10

54

53

52

56

5051

49

57

65

66

151 150 151

151 150 151

154154

3300

296 86

433

4065

486

421

423660 1640

1136

864

1600

200

864 356 2240

1300 692 864 1200 864 500

2200

2121

4539

106

915

1100

4539

5420 2340

2134

864

602

3600

3660

4500

3300 7760

2380 1500

1500

1180

864

1600

1640

900

258

258

900

1290 1700 1300

1300

500

626

1477

1032

3660 3300

2240 356 864

200692728

1500 2380

1500

300 864 1400 864 692 1300

30086

433

36

4500

3660

3600

2146

864

650

650

864

2086

833 1718 4120 1300

2200

150

915

593

648

4371

C

C A

A

B

B

D

E

Prefabricated concrete loadbearingexterior wall, U=0.1 W/m2KPrefabricated concrete loadbearingexterior wall with wooden facadecladding, U=0.1 W/m2KPrefabricated concrete loadbearingbasement wall, U=0.17 W/m2K

Prefabricated concrete loadbearinginterior wall

Prefabricated concrete interior wall

WALL TYPES

Wooden flooring

Tile flooring

Polished concrete flooring

Outdoor concrete flooring

FLOOR TYPES

Notes:1. Building must be constructed according to BR10;2. If any masurements aren't visable, contact "UParchitecture", do not mesure drawing with ruller;3. All keypoints are shown on seperate sheets;4. Walls in wetrooms should be covered withwaterproof materials.

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Una Polonanova

23.05.2012

1:50

Multistory building

1st floor plan

1st floor Room ScheduleNumber Name Area

1 St.c. Staircase 10 m²1.01 Bathroom 5 m²1.02 Loundry 2 m²1.03 Bathroom 4 m²1.04 Bedroom 12 m²1.05 Office 15 m²1.06 Bedroom 12 m²1.07 Bedroom 12 m²1.08 Living room with kitchen

and entrance area50 m²

1.09 Bathroom 5 m²1.10 Loundry 2 m²1.11 Bathroom 4 m²1.12 Bedroom 13 m²1.13 Office 15 m²1.14 Bedroom 12 m²1.15 Bedroom 12 m²1.16 Living room with kitchen

and entrance area51 m²

Grand total: 17 236 m²

(99)3.3

MP, HP

UP

17

1 2 3 4 5

F

E

B

A

3233

34

35

36

37

39

154

154

154

154

154

154

C

94

5 m²

Bathroom

2.01

12 m²

Bedroom

2.04

15 m²

Office

2.05

12 m²

Bedroom

2.06

12 m²

Bedroom

2.0750 m²

Living room with kitchenand entrance area

2.08

4 m²

Bathroom

2.03

2 m²

Loundry

2.02

5 m²

Bathroom

2.09

12 m²

Bedroom

2.12

15 m²

Office

2.13

12 m²

Bedroom

2.14

12 m²

Bedroom

2.15

51 m²

Living room with kitchenand entrance area

2.16

2 m²

Loundry

2.10

4 m²

Bathroom

2.1110 m²

Staircase

2 St.c.

151150151

151150151

154 154

154 152

64

63

31

30

26

27

28

29

29

3300 3660 1640

1300 692 864 1200 864 500

300 86

433

36

200 864 356 2240

2146

864

650

650

864

2086

3600

3660

4500

1136

864

1600

4539

2121

2200

2380 1500

1500

1100

915 10

6

1300 4120 2340

1180

864

1600

2240 356 864

200

1640

3300

30086

433

3621

4686

465

0

3660

4500

3600

650

864

2086

833 1718 4120 1300

4371

648

593

915 15

0

300 864 1400 864 692

1500 2380

33007760 7971

1290 1700 1300

1730

1739

700

1300

500

1477

626

1500 22

00

C

C A

A

B

B

D

E

Prefabricated concrete loadbearingexterior wall, U=0.1 W/m2KPrefabricated concrete loadbearingexterior wall with wooden facadecladding, U=0.1 W/m2KPrefabricated concrete loadbearingbasement wall, U=0.17 W/m2K

Prefabricated concrete loadbearinginterior wall

Prefabricated concrete interior wall

WALL TYPES

Wooden flooring

Tile flooring

Polished concrete flooring

Outdoor concrete flooring

FLOOR TYPES

Notes:1. Building must be constructed according to BR10;2. If any masurements aren't visable, contact "UParchitecture", do not mesure drawing with ruller;3. All keypoints are shown on seperate sheets;4. Walls in wetrooms should be covered withwaterproof materials.

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Una Polonanova

22.05.2012

1:50

Multistory building

2nd floor plan

2nd floor Room ScheduleNumber Name Area

2 St.c. Staircase 10 m²2.01 Bathroom 5 m²2.02 Loundry 2 m²2.03 Bathroom 4 m²2.04 Bedroom 12 m²2.05 Office 15 m²2.06 Bedroom 12 m²2.07 Bedroom 12 m²2.08 Living room with kitchen

and entrance area50 m²

2.09 Bathroom 5 m²2.10 Loundry 2 m²2.11 Bathroom 4 m²2.12 Bedroom 12 m²2.13 Office 15 m²2.14 Bedroom 12 m²2.15 Bedroom 12 m²2.16 Living room with kitchen

and entrance area51 m²

Grand total: 17 236 m²

(99)3.4

MP, HP

UP

1 2 3 4 5

F

E

B

A

40

41

42

43

44

45

46

47

48

154

154

154

154

154

150151 151

C

91

8824 2648 2859 8824

6196 4890 1090 624 1500 2096 1106 624 3000

10040

1700

900

3000

900

4200

900

1600

1320

0

1509

3275

7200

1509

3113

8247

2357 2920 857 1830 572 1300 2920 600 900 1530 900 4441

669

1830

1491

900

300

900

300

900

957

8536 12591

25 m²

Bedroom

3.02

14 m²

Office

3.04

20 m²

Bedroom

3.06

41 m²

Living room with kitchenand entrance area

3.07

23 m²

Lounge

3.08

20 m²

Bedroom

3.11

67 m²

Terrace

3 Tr.

22 m²

Staircase

3 St.c.

1290 1700 1300

4419 1220

3500 864

55

860

864

661

1885

1100

707

1557

3500 864 2384 864 1799 1718 785 3115

1300 2951 2200

2800

1571 21

0021

9164

8

143

2874

1335

4317

864

100

785 3115 4940

41986

416

72

1500 1084 864 672 4720

108864 2733 1115

2460 2240

1640 1825 3440 1615

262

900 598

1180

864

1600

900

1844

900

3485 1830 1765

1335

1620

154

154154152

152

82

71

1300

500

1477

626

5 m²

Bathroom

3.01

4 m²

Bathroom

3.03

5 m²

Bathroom

3.05

2 m²

Loundry

3.094 m²

Bathroom

3.10

2380

1500

C

C A

A

B

B

D

E

Prefabricated concrete loadbearingexterior wall, U=0.1 W/m2KPrefabricated concrete loadbearingexterior wall with wooden facadecladding, U=0.1 W/m2KPrefabricated concrete loadbearingbasement wall, U=0.17 W/m2K

Prefabricated concrete loadbearinginterior wall

Prefabricated concrete interior wall

WALL TYPES

Wooden flooring

Tile flooring

Polished concrete flooring

Outdoor concrete flooring

FLOOR TYPES

Notes:1. Building must be constructed according to BR10;2. If any masurements aren't visable, contact "UParchitecture", do not mesure drawing with ruller;3. All keypoints are shown on seperate sheets;4. Walls in wetrooms should be covered withwaterproof materials.

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Una Polonanova

22.05.2012

1:50

Multistory building

3rd floor plan

3rd floor Room ScheduleNumber Name Area

3 St.c. Staircase 22 m²3 Tr. Terrace 67 m²3.01 Bathroom 5 m²3.02 Bedroom 25 m²3.03 Bathroom 4 m²3.04 Office 14 m²3.05 Bathroom 5 m²3.06 Bedroom 20 m²3.07 Living room with kitchen

and entrance area41 m²

3.08 Lounge 23 m²3.09 Loundry 2 m²3.10 Bathroom 4 m²3.11 Bedroom 20 m²

Grand total: 13 252 m²

(99)3.5

MP, HP

Legend:

Notes:

Sewege pipe going to roofDiameter 100 mm

Ventilation ducts connectedto aggregateDuct diameter 400 mm

Rainwater downpipeDiameter 80 mm

The aggregate will stand onlightwight Leca blocks 24 mm inheight. To unify the load, the blockhas to stand in the middle of one"leg".The aggregate will be placed min. 1m and no more than 1.5 meters fromthe ducts.

Ventilation aggregate

Roof hatch/skylight

The distances between the pipesare brought out in drawing number(27)05.03 - Key point for pipe androof.

Slope direction towardsthe rainwater pipeSlope degree 1.43

Figurative devision of 4areas for rainwaterdistribution

1 2 3 4 5

F

E

B

A

C

3409

8231

1547

R 401318

8 R 50 1600

750

3505

1054

3214

1058 9980

6189 14935

8534 12591

21124

R 200

R 200

R 50

3203

1000

Sem

i-sec

tion

7686

2382

8766

200

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Marianne Proomet

26.05.2012

1:50

Multistory building

Roof plan

(27)02.01

1 2 3 4 5

F

E

B

A

C

10490 14330

1517

7192

6461

11795 13025

1365

015

20

8615 2340

2485 1000 5130

1116646

6110

64

4205

2354

1000

4291

5228

C

C A

A

B

B

D

E

Strip foundationWidth: 900 mmConcrete strength 45 MPa

700

1000

1000

Pad foundation for columnsDepth: 900 mmConcrete 45 MPa

FOUNDATION TYPES

900

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Marianne Proomet

25.05.2012

1:50

Multistory building

Foundation plan

(12)3.1

HP, UP

DN

UP

DN

C

E

F

432

DN

DN

C

E

F

432

DN

UP

DN

C

E

F

432

UP

C

E

F

432

DN

UP

DN

C

E

F

432

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Staircase

Planviews

Sorthoj Project

1:100

Henry Pilk

June 20th 2012

(24)3.1

STAIRS&LANDINGS

1 Stairs and landings are away from the walls by 30mm for the

acustics reasons.

2 Terraco joint is 20mm.

3 Stair and landing joint to be filled with concrete on site.

4 Neoprene is placed in the stair and landing joint for acustic

reasons.

5 Stair leading to the basement is fixed into the ground supported

floor from the bottom by two M16 type bolts. Sits on the levelling

component and joint is filled with concrete on site.

6 Step lenght is 630mm. Sum of 2 risers and 1 going is 630mm.

Riser hight is 175mm, going lenght is 280mm.

7 Height of the railing on stairs is 800mm, on landing 900mm,

guardian is 1200mm.

8 Stairs and landings are not connected to the elevator shaft.

9 Opening for neoprene sleeve must be 300mm for assembly

reasons.

10 Neoprene sleeves are levelled with steel plates.

11 Landings rests on separate load bearing leaf for accustic

reasons.

12 Landings are connected to the wall from 2 ends to the neoprene

sleeve with steel mandrel. Stairs are laying on the landings and are

not connected to the wall.

13 Railings on stairs and landing is connected to the wall, guardian

is connected to the side of the landing with bolts type M12.

14 Thickness of landings is 240mm.

NOTES

1. Building must be constructed according to BR10;

2. If any masurements aren't visable, contact "UP

architecture", do not mesure drawing with ruller;

3. All keypoints are shown on seperate sheets;

BASEMENT

LEVEL

GROUND

FLOOR LEVEL

1ST FLOOR

LEVEL

2ND FLOOR

LEVEL

3RD FLOOR

LEVEL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP

RO

DU

CE

D B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

00 Basement level

-3190

02 1st floor

3790

03 2nd floor

7430

04 3rd floor

11070

05 Roof level

14710

01 Ground level

150

F E

15560

0 Foundation

-3890

2 3 4

(24)5.1

(24)5.2

(24)5.3

(24)5.3

(24)5.4

(24)5.2

(24)5.6

Drawing nr

Case

Scale

Date

Drawn by

Checked by

Drawing name

Staircase semi-sections

Sorthoj Project

1:100

Henry Pilk

STAIRS&LANDINGS

1 Stairs and landings are away from the walls by 30mm for the

acustics reasons.

2 Terraco joint is 20mm.

3 Stair and landing joint to be filled with concrete on site.

4 Neoprene is placed in the stair and landing joint for acustic

reasons.

5 Stair leading to the basement is fixed into the ground supported

floor from the bottom by two M16 type bolts. Sits on the levelling

component and joint is filled with concrete on site.

6 Step lenght is 630mm. Sum of 2 risers and 1 going is 630mm.

Riser hight is 175mm, going lenght is 280mm.

7 Height of the railing on stairs is 800mm, on landing 900mm,

guardian is 1200mm.

8 Stairs and landings are not connected to the elevator shaft.

9 Opening for neoprene sleeve must be 300mm for assembly

reasons.

10 Neoprene sleeves are levelled with steel plates.

11 Landings rests on separate load bearing leaf for accustic

reasons.

12 Landings are connected to the wall from 2 ends to the neoprene

sleeve with steel mandrel. Stairs are laying on the landings and are

not connected to the wall.

13 Railings on stairs and landing is connected to the wall, guardian

is connected to the side of the landing with bolts type M12.

14 Thickness of landings is 240mm.

June 22nd 2012

(24)2.4

36

15

33

95

33

95

33

95

30

70

13

20

28

76

50

21

87

58

75

35

08

75

13

98

13

92

13

92

13

92

13

98

13

98

14

04

15

74

34

01

34

01

13

92

33

95

33

95

36

15

13

92

33

95

15

74

30

70

17

52

13

92

12

00

90

09

00

90

09

00

80

08

00

80

08

00

90

09

00

90

09

00

80

08

00

80

08

00

NOTES

1. Building must be constructed according to BR10;

2. If any masurements aren't visable, contact "UP

architecture", do not mesure drawing with ruller;

3. All keypoints are shown on seperate sheets;

PREFAB CONCRETE LOADBEARING

INTERIOR WALL;

PREFAB CONCRETE INTERIOR WALL ;

PREFAB CONCRETE LOADBEARING

BASEMENT WALL

WALLT YPES

(24)5.7

150

6082

9722

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7430

3790

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-3190

4590

8230

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11220

12270

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10597

9697

8822

6957

6057

5182

3317

2417

1542

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-1436

12270

11220

11070

8822

8230

7430

5182

3790

1542

950

-1436

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2442

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3695

3630

3540

4590

7180

7335

7270

10975

10910

10975

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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