Vladislav Pavlov | Academic Portfolio 2018

14 -18

ACADEMIC PORTFOLIO Vladislav Pavlov

Architectural Technologist

Photo by: Vladislav Pavlov 21_21 DESIGN SIGHT MUSEUM Tokyo, Japan

TABLE OF CONTENT

CURRICULUM VITAE

04

7TH SEMESTER Final project

05

6TH SEMESTER Internship

15

5TH SEMESTER Refurbishment and conversion

17

4TH SEMESTER Multi-storey buildings

29

2ND SEMESTER Land plot and single family house

37

1ST SEMESTER Building plot and 1-2 storey dwelling

41

NAME

Vladislav Pavlov

BIRTH

23 | 03 | 1995

CONTACT

vladislav_pavlov@outlook.com + 45 91 65 54 87 www.linkedin.com/in/pavlovvladislav Mindegade 6D, kl.03 8000 Aarhus C Denmark

EDUCATION

Constructing Architect Intern 01 | 2017 - 06 | 2017 BLUETOP A/S Aarhus, Denmark

PROFESSIONAL SKILLS

Bachelor’s Degree in Architectural Technology and Construction Management 08 | 2014 - 01 | 2018 VIA University College Aarhus / Horsens, Denmark

High School 09 | 2002 - 05 | 2014 Riga Purvicems Secondary School Riga, Latvia

LANGUAGES

Revit AutoCAD

PERSONAL SKILLS

Organazied Proactive

ArchiCAD

Fast learner

Sketch Up

Goal-oriented

InDesign

Flexible

Photoshop

Motivated

Microsoft Office

Accurate

MS Project

Communicating

Project Management

Team Player

CURRICULUM VITAE

EXPERIENCE

English - professional efficency Danish - daily communication Russian - native language Latvian - native language

04

7TH SEMESTER 08 | 17 - 01 | 18 ________________________________

FINAL PROJECT

___________________________ TUTOR: Steen Fynbo ___________________________ As the final project in 7th semester assignment was to make full project on your own starting from Outline Proposal which should be taken from a company or can be provided by university.

In this case Outline Proposal is taken from Prisme Arkiteker. It is the proposal of extension for the bank.

Project Outline Phase provided by Prisme Arkitekter A/S

05

nordfacade (mod Vestergade) 1:200

p-hus

ny bygning / Emil Vetts Passage

Vestergade

06

OUTLINE PROPOSAL

The project is an extension to - and renovation of - Otto Mønsted Hus. As a complement to a conservative building, the adaptation aspect of the construction process has been given high priority. The building adds around the existing building with respectful distance and creates a courtyard between the new extension and Otto Mønsted Hus. At the same time, the project relates directly to the various heights of the surrounding houses. By its elevated screen of turquids zinc tiles with vertical traces in the form of window bands, the extension appears as divided into two displaced volumes, and relates to these positions as gable, angle and corner construction.

Inside the windows give a glimpse of the surrounding urban spaces, and there is a nice connection between the existing house, the yard and the newly built. The floor plan has a service of private customers, first floor business customers and Otto Mønsted Hus offices and meeting rooms.

N

150 470

Roof:

14985

3187

1000

13315

2750

2650

• • • • • •

1135

3250

C

B

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 11/23/17

SUBJECT:

Ground floor plan (SD+DD1)

SCALE: 1 : 100

3037

150

2867

Roofing bitumen - 10 mm Soft insulation - 20 mm Soft insulation - 180 mm Soft insulation - 170 mm Vapour barrier Hollow-core deck - 180 mm

3187

4589

4500

150

1100 1850

1000

4410

Bring ideas to life VIA University College

• • • •

4040

6172

Roofing bitumen - 10 mm Soft insulation - 20 mm Soft insulation - 180 mm Soft insulation - 170 mm Vapour barrier Hollow-core deck - 180 mm

14985

1000

3187

13315

2650

E D

Bring ideas to life VIA University College

LEGEND:

Pre-cast Concrete

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 11/23/17

SUBJECT:

2nd floor plan (SD+DD1)

SCALE: 1 : 100

R

4798

2000 4648

6238

4589

150

1100

500 1105 750

1850

1750

1000

1000

4410

1000

1100

1000

2984

1000

5750

180

3 22252

19065

Working space 126 m²

7092

Stairs 13 m²

1005

• •

4

150

705

150

Total floor thickness: 225 mm

Longitudinal Fire section section 2 01

18210

Linoleum - 5 mm SL - Deck - 220 mm

I11_H3_N06 I11_H3_N02 R

13190

4

Roofing bitumen - 10 mm Soft insulation - 20 mm Soft insulation - 180 mm Soft insulation - 170 mm Vapour barrier Hollow-core deck - 180 mm

3187

14985

1000

4020

23192 3187

13315

2650

3250

Total roof thickness: 560 mm

A U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

C

B

E D

Bring ideas to life VIA University College

LEGEND:

Pre-cast Concrete

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 11/23/17

SUBJECT:

3rd floor plan (SD+DD1)

SCALE: 1 : 100

Soft insulation

Soft insulation Rescue opening

1000

Separating floors:

• • • • • •

3250

C

B

1000

Roof:

4020

23192

A

1000

Stairs / Elevator 21 m²

258

258 3187

1000

912

3037

R

641

Roof:

Linoleum - 5 mm Cast-In concrete - 100 mm Rigid insulation - 150 mm Rigid insulation - 150 mm Radon protection plate - 50 mm

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,103 W/(m²K)

I11_H3_N02

14045

4

6581

7092

6496

6431

4220

Linoleum - 5 mm SL - Deck - 220 mm

I11_H3_N03 750

2

2540 1100

Longitudinal section 02

785

3

Total floor thickness: 455 mm

Longitudinal section 01

19065

I11_H3_N01

6172

180

470

1350

912 6581

6730

150

Cross section 02

REI 60 A2-s1,d0 REI 60 A2-s1,d0

Ground supported floor: • • • • •

Stairs 13 m²

3037

2

Concrete column element - 150 x 300 mm KB beams KBE beam Concrete beams -

912

Working space 127 m²

3100

3565

• • • •

3 912

Concrete wall element - 180 mm

Fire requirement: Fire in project:

3

800

I11_H3_N03

4589

1850

5750

3070

Concrete wall element - 150/180 mm

1350

750

2650

Longitudinal section 03

4220

1000

REI 60 A2-s1,d0 REI 60 A2-s1,d0

1400

1000

1902

1

5160

1000

9500

Suporting columns and beams:

4589

4410 1000

4145

1

16758

1000

N

Elevator shaft wall: •

16758

1000

1000

1000

955

6730

6238

1100

500 1105

150 1000

1100

750

2

Stairs / Elevator 21 m²

2985

I11_H3_N03

4589

4589

16758

1100

Longitudinal section 02

3250

I11_H3_N01

23192

Internal walls:

912

I11_H3_N01

Existing terrace 70 m²

D

2650

4798

4798

2000

4648

4798

4798

Cross section 02

E

13315

Cross section 01

Total wall thickness: 470 mm

•

Concrete wall element - 180 mm

C

B 3187

Zinc cladding - 40 mm Air ventilated gap - 30 mm Soft insulation - 250 mm Concrete wall element - 150 mm

Fire requirement: Fire in project:

Concrete wall element - 150/180 mm

2

I11_H1_E1_N02

CLASS: A17-A17P

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

Meeting room 15 m²

Longitudinal section 03

Separating floors:

SCALE: 1 : 100

641

2650

A

4798

1902

Rescue opening

External wall:

3250

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,103 W/(m²K)

DATE: 11/23/17

1st floor plan (SD+DD1)

16758

N

R

Total floor thickness: 455 mm

Sparekassen Kronjylland (MØNSTED HUS)

SUBJECT:

I11_H1_E3_N02

1

Linoleum - 5 mm Cast-In concrete - 100 mm Rigid insulation - 150 mm Rigid insulation - 150 mm Radon protection plate - 50 mm

PROJECT:

DRAWN BY: Vladislavs Pavlovs (225564)

CONSTRUCTION:

800

REI 60 A2-s1,d0 REI 60 A2-s1,d0

VIA Built Environment & Engineering Campus HORSENS

6581

3250

1

Concrete column element - 150 x 300 mm KB beams KBE beam Concrete beams -

E D

4589

9500

Suporting columns and beams:

09

3250

C

B LEGEND:

6581

5100

Internal walls:

All measurements in mm

2650

I11_H1_E2_N02

E D

2650

I11_H3_N03

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

4020

I11_H3_N01

13315

R

I11_H3_N01

REI 60 A2-s1,d0 REI 60 A2-s1,d0

Total roof thickness: 560 mm

I11_H3_N02

Cross section 01

All measurements in mm

C 13315

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

• • • • • •

1000

22872

I11_H1_E0_N02

23192

Zinc cladding - 40 mm Air ventilated gap - 30 mm Soft insulation - 250 mm Concrete wall element - 150 mm

Total floor thickness: 225 mm

470

R

14985

Pre-cast Concrete

Cross section 01

• •

19065

4

A

CLASS: AH17-A17P

B 3187

External wall:

• • • • •

4798

4798

4

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

VIA Built Environment & Engineering Campus HORSENS

DRAWN BY: Vladislavs Pavlovs (225564)

Main entrance

A

Ground supported floor:

912

Soft insulation

Rescue opening

CONSTRUCTION:

Fire requirement: Fire in project:

5750

Working space 123 m²

14045

E D

Bring ideas to life VIA University College

LEGEND:

R

• • • •

750

Total roof thickness: 560 mm

All measurements in mm

•

1000

912

Stairs 13 m²

Soft insulation

Elevator shaft wall:

1000

Longitudinal section 01

Total floor thickness: 225 mm

22737

Pre-cast Concrete

•

1000

Roof:

A

Fire requirement: Fire in project:

1000

Linoleum - 5 mm SL - Deck - 220 mm

4

2867

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

Total wall thickness: 470 mm

1000

6581

6327

6581

• •

Total roof thickness: 560 mm

• • • •

1000

3

Linoleum - 5 mm Cast-In concrete - 100 mm Rigid insulation - 150 mm Rigid insulation - 150 mm Radon protection plate - 50 mm

150

I11_H3_N02

I11_H5_N07

Roofing bitumen - 10 mm Soft insulation - 20 mm Soft insulation - 180 mm Soft insulation - 170 mm Vapour barrier Hollow-core deck - 180 mm

1000

Separating floors:

Longitudinal section 01

19250 14045

1000

470

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,103 W/(m²K)

470

661

4

6172

6496

6431

4270

4890

6581

3037

Linoleum - 5 mm SL - Deck - 220 mm

750

2690

3

Total floor thickness: 455 mm

Reception 33 m²

I11_H3_N03

7092

---

1100

Longitudinal section 02

180

180

1350

1820

• • • • •

Stairs 13 m²

Separating floors:

Total floor thickness: 225 mm

1000

912

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,103 W/(m²K)

REI 60 A2-s1,d0 REI 60 A2-s1,d0

Ground supported floor:

I11_H3_N01

6172

Fire requirement: Fire in project:

3

Working space 92 m²

Concrete column element - 150 x 300 mm KB beams KBE beam Concrete beams -

1100

5935

500 1105

4589 4410

180

Cross section 02 • • • •

2 Staircase / Elevator 21 m²

2985

750

R

912

3100

2

6496

1000

Concrete wall element - 180 mm

6431

1000

Concrete wall element - 150/180 mm

1350

1000

470

Total floor thickness: 455 mm

• • • • • •

1000

I11_H3_N03

Suporting columns and beams:

3

Linoleum - 5 mm Cast-In concrete - 100 mm Rigid insulation - 150 mm Rigid insulation - 150 mm Radon protection plate - 50 mm

• •

1000

Meeting room 14 m²

Longitudinal section 03

6720

1000

1100

2750

•

Stairs / Elevator 22 m²

1850

4589

I11_H3_N03

1

651

Ground supported floor: • • • • •

4589

REI 60 A2-s1,d0 REI 60 A2-s1,d0

2540

1100

Longitudinal section 02

15663

Fire requirement: Fire in project:

2

180

I11_H3_N01

Concrete column element - 150 x 300 mm KB beams KBE beam Concrete beams -

4040

Elevator shaft wall:

150

Cross section 02

2650

I11_H5_N09

REI 60 A2-s1,d0 REI 60 A2-s1,d0

4589

1000

1902

Internal walls:

1100

2

Suporting columns and beams: • • • •

500 1105

Concrete wall element - 180 mm

2985

•

Fire requirement: Fire in project:

•

470

Concrete wall element - 150/180 mm

Elevator shaft wall:

9500

I11_H5_N21

4589

Main Entrance 14 m²

I11_H3_N03

Internal walls:

N

1

4798

4798 3703

Longitudinal section 03

15663

REI 60 A2-s1,d0 REI 60 A2-s1,d0

4780

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

1000

4798

Fire requirement: Fire in project:

Total wall thickness: 470 mm

1

150

1

Zinc cladding - 40 mm Air ventilated gap - 30 mm Soft insulation - 250 mm Concrete wall element - 150 mm

770

I11_H3_N01

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

3250

3138

Cross section 01

1902

D

2650 22872

• • • •

16758

9500

E

13315

External wall:

3765

6581

4780

2790

3873

Total wall thickness: 470 mm

16182

C

B 3187

4648

22711

Zinc cladding - 40 mm Air ventilated gap - 30 mm Soft insulation - 250 mm Concrete wall element - 150 mm

•

A CONSTRUCTION:

3250

150

• • • •

D

2650

External wall:

I11_H1_E1_N02

E

13315

912

C

B 3187

16500

FLOOR PLANS

I11_H1_E0_N02 A

CONSTRUCTION:

DRAWN BY: Vladislavs Pavlovs (225564)

CLASS: AH71P-A17

I11_H1_E2_N02

R

All measurements in mm

Rescue opening

DRAWN BY: Vladislavs Pavlovs (225564)

CLASS: AH71P-A17

I11_H1_E3_N02

4

10

ROOM DRAWINGS

SECTIONS

I11_H3_N01

UCTION:

Roofing bitumen - 10 mm Soft insulation - 20 mm Soft insulation - 180 mm Soft insulation - 170 mm Vapour barrier Hollow-core deck element - 180 mm

4

4

3

3

2

1

19.240

Total roof thickness: 560 mm

equirement (BR15): 0,20 W/(m2K) ecomended (2015): 0,10 W/(m2K) n project: 0,105 W/(m²K)

05 3rd Floor

545 3275

VII

545

470

Zinc cladding - 40 mm Air ventilated gap - 30 mm Soft insulation - 250 mm Concrete wall element - 150 mm

3350

wall:

545

VII

18180

3275

06 Roof

rement: oject:

VI 695

545

2675

2600

14360

I11_H5_N17

I11_H5_N16 695 2675

V

I11_H5_N12

04 2nd Floor 10990

545

545

10990

2600

alls:

V

05 3rd Floor

6645

545

REI 60 A2-s1,d0 REI 60 A2-s1,d0

VI

2600

16220

equirement (BR15): 0,30 W/(m2K) ecomended (2015): 0,15 W/(m2K) n project: 0,152 W/(m²K)

04 2nd Floor

06 Roof 18180

14360

Total wall thickness: 470 mm

rement: oject:

I11_H5_N20

I11_H5_N14

haft wall:

Concrete wall element - 180 mm

2600

Concrete wall element (Betonelement) - 150/180 mm

I11_H5_N11 I11_H5_N15

columns and beams: 720

545 3830

REI 60 A2-s1,d0 REI 60 A2-s1,d0

IV

3830

IV

7620

3830

rement: oject:

03 1st Floor

545

Concrete column element - 150 x 300 mm KB beams KBE beam Concrete beams -

03 1st Floor 7620

g floors:

Linoleum - 5 mm SL - Deck - 220 mm

02 Groundfloor

III

III

I11_H5_N01

3020

02 Groundflo 3020

Total floor thickness: 225 mm

I11_H5_N04

upported floor:

Linoleum - 5 mm Cast-In concrete - 100 mm Rigid insulation - 150 mm Rigid insulation - 150 mm Radon protection plate - 50 mm

Cross section 02

Cross section 01 Bring ideas to life VIA University College

Total floor thickness: 455 mm

equirement (BR15): 0,20 W/(m2K) ecomended (2015): 0,10 W/(m2K) n project: 0,103 W/(m²K)

measurements 11 in mm evels are relative

LEGEND:

Pre-cast Concrete

Polystyrene

Cast-in Concrete

Ground

Soft insulation

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 11/23/17

SUBJECT:

Cross sections (SD+DD1)

SCALE: 1 : 100

DRAWN BY: Vladislavs Pavlovs (225564)

CLASS: AH71P-A17

I11_H3_N01

CONSTRUCTION:

I11_H3_N03

C

D

E 6690

19.240

19.240

D

4040

E

18.740 I11_H5_N19

13.103

545

9350

VI

U-value requirement (BR15): 0,20 W/(m2K) U-vaulerecomended(2015): 0,10W/(m2K) U-value in project: 0,105 W/(m2K) 05 3rd Floor

2600

16220

1425

2600

2600

1270

9.890 8.620

I11_H5_N13

IV

V

I11_H5_N10

IV

03 1st Floor 7620

5.545

4300

4175

5.545

III

III

02 Groundfloor 3020

3020 I11_H5_N05 I11_H5_N02

Longitudinal section 02 Bring ideas to life VIA University College Pre-cast Concrete

Polystyrene

Cast-in Concrete

Ground

Soft insulation

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 03/01/18

SUBJECT:

Longitudinal sections (SD+DD1)

SCALE: 1 : 100

U-value requirement (BR15): 0,30 W/(m2K) U-vaulerecomended(2015): 0,15W/(m2K) U-value in project: 0,152 W/(m2K) Fire requirement: REI 60 A2-s1,d0 Fire in project: REI 60 A2-s1,d0 Internal walls: • Concrete wall element (Betonelement) 150/180 mm

Ground supported floor: • Linoleum - 5 mm • Cast-In concrete - 100 mm • Rigid insulation - 150 mm • Rigid insulation - 150 mm • Radon protection plate - 50 mm Total floor thickness: 455 mm

Longitudinal section 03

D:

External wall: • Zinc cladding - 40 mm • Air ventilated gap - 30 mm • Soft insulation - 250 mm • Concrete wall element - 150 mm

Elevator shaft walls: • Concrete wall element - 180 mm

4175

5.576 3830

04 2nd Floor 10990

545

7620

Total roof thickness: 560 mm

Total wall thickness: 470 mm

9.733

545

9.305

02 Groundfloor

18180

14360

V

10990

03 1st Floor

06 Roof

12045

12.675

04 2nd Floor

6645

VI

14360

16.680

545

05 3rd Floor

VII

11920

3275

18180

545

VII

545

06 Roof

Roof: • Roofing bitumen - 10 mm • Soft insulation - 20 mm • Soft insulation - 180 mm • Soft insulation - 170 mm • Vapour barrier • Hollow-core deck element - 180 mm

U-value requirement (BR15): 0,20 W/(m2K) U-vaulerecomended(2015): 0,10W/(m2K) U-value in project: 0,103 W/(m2K)

12 I11_H3_N03

DETAILS

I11_H5_N11

I11_H5_N14

DETAIL 11

LEGEND:

1

DETAIL 14

1 - Hollow core deck (180 mm)

5 - Soft insulation (20 mm)

9 - Wind barrier

13 - Fixing bracket

17 - Transparent glass panels

2 - DPM membrane

6 - Bitument roofing felt (10 mm)

10 - Air ventilated gap (30 mm)

14 - Metal angle bracket

18 - Fire insulation (190 mm)

3 - Wind barrier

3 - Soft insulation (180 mm)

7 - Concrete wall element (150 mm)

11 - Zinc facade casettes (40 mm)

15 - Zinc bottom element

19 - Fire insulation (100 mm)

4 - Air ventilated gap (30 mm)

4 - Soft insulation (170 mm)

8 - Soft insulation (250 mm)

12 - Spacer for breaking thermal continuity 16 - Non transparent solid

1 - Concrete wall element (150 mm) Pre-cast Concrete

470

2 - Soft insulation (250 mm) Cast-in Concrete

150

250

30

40

Mansory Soft insulation Hard insulation Rubber spacer

5 - Zinc facade casettes (40 mm) 6

6 - Fixing bracket

Steel

8 - Curtain wall frame

Gravel

9 - Non transparent element

Sand

10 - Glass element

650

ROOF:

7

7 - Spacer for breaking thermal continuity

Mortar

20 - KBE beam

180

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

10

170

470 150

250

30

40

7 1

8 1

2

11 - Suspended ceilling

2

3

4

5

6

9

3

10

4

11

12 - Metal support bracket 12 210

5

13 EXTERNAL WALL:

REI 60 A2-s1,d0 REI 60 A2-s1,d0

560

Fire requirement: Fire in project:

170

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

7.620

180

14

15

8 EXTERNAL WALL: U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

200

8 12

20 Fire requirement: Fire in project:

REI 60 A2-s1,d0 REI 60 A2-s1,d0

490

9

250

495

16

190

18

11

40

13 42

30

19

2

3

4

LEGEND:

5

17 10

Bring ideas to life VIA University College

13

All measurements in mm

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 12/18/17

SUBJECT:

Detail 11 - KBE beam / Entrance overhang

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs (225564)

CLASS: AH71P-A17

Pre-cast Concrete

Rubber spacer

Cast-in Concrete

Mortar

Mansory

Steel

Soft insulation

Gravel

Hard insulation

Sand

I11_H5_N11 All measurements in mm

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 12/18/17

SUBJECT:

Detail 14 - KBE beam / Roof connection

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs (225564)

CLASS: AH71P-A17

I11_H5_N14

I11_H5_N20

DETAIL 20

1

I11_H5_N21

DETAIL 20

1 - Hollow core deck (180 mm) 650

2 - DPM membrane 10

3 - Soft insulation (180 mm)

170

150

250

30

40

4 - Soft insulation (170 mm) 7

8

7.00°

9

5 - Soft insulation (20 mm)

19.410

6 - Bitument roofing felt (10 mm) 7 - Metal bracket 8 - Zinc wall cap

1 - Concrete panel element (150 mm)

7 - Vertical metal profile

2 - Insulation (250 mm)

8 - Fixing bracket

3 - Wind barrier

9 - Spacer for breaking thermal continuity

4 - Air ventilated gap (30 mm)

10 - Metal wire

5 - Zinc facade plate (40 mm)

11 - Vertical reinforcement bar

6 - Facade corner element

12 - Cast-In concrete

EXTERNAL WALL: U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

9 - Soft insulation (170 mm)

Fire requirement: Fire in project:

19.240

10 - Concrete wall element (150 mm) 11 - Soft insulation (250 mm)

REI 60 A2-s1,d0 REI 60 A2-s1,d0

D 100

12 - Wind barrier

15

40

13 - Air ventilated gap (30 mm)

670

10

30

6

14 - Zinc facade casettes (40 mm) 15 - Spacer for breaking thermal continuity

11

16 - Fixing bracket 12

U-value requirement (BR15): 0,30 W/(m2K) U-vaule recomended (2015): 0,15 W/(m2K) U-value in project: 0,152 W/(m²K)

14

15

REI 60 A2-s1,d0 REI 60 A2-s1,d0

8 9

16 1

2

3

4

5

6

1

150

Fire requirement: Fire in project:

250

7

13

EXTERNAL WALL:

10

210

11 12

3

4

5

IN

170

OUT

2

LEGEND:

Pre-cast Concrete Cast-in Concrete 180

560

1

Mansory Soft insulation Hard insulation Rubber spacer

ROOF:

Mortar

U-value requirement (BR15): 0,20 W/(m2K) U-vaule recomended (2015): 0,10 W/(m2K) U-value in project: 0,105 W/(m²K)

LEGEND:

470

Steel Gravel

Pre-cast Concrete

Rubber spacer

Cast-in Concrete

Mortar

Mansory

Steel

Soft insulation

Gravel

Hard insulation

Sand

Sand

All measurements in mm

150

250

30

40

470

Bring ideas to life VIA University College PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 12/18/17

SUBJECT:

Detail 20 - Roof parapet

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus HORSENS

CLASS: A17-A17P

I11_H5_N20 All measurements in mm

VIA Built Environment & Engineering Campus HORSENS

PROJECT:

Sparekassen Kronjylland (MØNSTED HUS)

DATE: 11/27/17

SUBJECT:

Detail 21 - Facade corner

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs

CLASS: A17-A17P

I11_H5_N21

Bluetop was born in 2007 as a development project for standardized canopy solutions.

6TH SEMESTER 01 | 17 - 06 | 17 ________________________________

INTERNSHIP

___________________________ TUTOR: Ole Gregersen ___________________________ This semester was dedicated to the half year internship that must improve overall skills and give an opportunity for getting experience working within the field.

My choice of practical placement became the company focused on sustainable carports with Integrated solar-cells on top of the galvanized steel construction.

The Danish Technological Institute was the first partner in the project. The commercial company was founded in Aarhus in 2010.

As an intern in this company my main task were - technical drawings, visualizations, calculations, documentation and making of the companies main catalogue.

One of the main practice was creating 3D models of each carport to be usable in Revit.

Together with my colleague we have created small model of each carport that can be inserted in Revit Project as a ‘Family’ and be used for rendering or layout estimation.

To be able to work with the existing product - carports, I had to learn a lot about its construction (mainly steel work) and all the connections. While working in the office with daily tasks I have been involved in designing new more affordable version for costumers. It has given me a lot of opportunity to learn about working wit galvanized steel and preparing technical drawings for the decided solutions.

Everyday task was to make brand new catalogue of company offered product with add-ons and extensions. Catalogue was made using InDesign program which I had experience to work with before. During this work i have expended my knowledge and experience in working with InDesign.

Any project requested by the client starts with planning of the layout using received drawings. After that we make visualizations if requested and calculate the price for each specific request.

During this internship I have learned a lot and gained a spread knowledge on how companies, theirs networks and constructing architect profession work in real life. After all the days, which I have spent in the office, I can say that I’m ready and prepared for future challenges. This was a great and productive time that I will remember for very long time. Furthermore, I am glad that I could help and be a useful team member of the company.

15

5TH SEMESTER 08 | 16 - 01 | 17 ________________________________

REFURBISHMENT AND CONVERSION

___________________________ TUTOR: ___________________________ The main theme of the 5th semester is “Refurbishment and conversion”.

As part of this theme, I have learned how to handle substantial changes in the function of a building, as well as construction principles and material composition for the conversion of an existing building, including civil engineering works.

17

The 4 storey apartment blocks were built in 1956. The building is of traditional masonry massive wall/cavity wall construction, with ‘Bauma dæk’ floor partitions. The roof consists of original clay roof tiles supported on timber trusses.

The roof storey contains apaments and attic rooms. Building has a basement under the full length of the apartment block.

Working in a group we have made several changes in the layouts of the renovating apartments. We tried to satisfy all the demands of our clients. Thus we changed the sizes of apartments that made it more comfortable for different social groups to live in. For example removing part of the storage rooms from the roof space and increasing the size of the apartments so it became possible to build two large penthouses.

As its seen from the layouts, the placement of living rooms and kitchens is also modified.

The other important thing was the placement of the internal elevator from one of the building’s sides. It made half of the apartments accessible for disabled people.

At the basement inhabitants may find storage rooms and laundry.

FACADE

K01_H2_N04

15,15

15,159 15,16

13,00

13,00

13,00

10,26 10,26 9,64

9,64

8,29

8,29

10,41

9,64 7,62

7,90 7,62 6,86

6,86

6,864 5,46

5,46

4,79

4,79 4,03

4,03

2,66

2,66

4,032 2,04

2,04 1,28

1,28

1,287

0,2 0,0

0,0

0,2

0,00 -1,15

-1,15

-1,42

-1,42

-1,153 -1,428

Bring ideas to life VIA University College

West - 1 1 : 100

19

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Østerled 7, 8700

DATE: 10/07/16

SUBJECT:

West Elevation

SCALE: 1 : 100

DRAWN BY: Vladislavs Pavlovs

CLASS:

K01_H2_N04 East - 1 1 : 100

K01_H2_N02

K01_H2_N03

15,15

15,159

15,159

15,15

15,169

3.00°

13,009

13,00 7,62

10,40

9,64

9,64

9,64

9,64

6,86

6,86

6,86

4,03

4,03

4,03

9,649 7,62

6,86 6,864 4,79

4,03 4,032 2,04

1,28

1,28

0,0

0,0

0,0

0,0

-1,15

-1,15

-1,15

-1,15

-1,42

-1,42

-1,42

1,28 1,287

1,28 0,2

0,2

0,00

-1,153

-1,42

-1,428

North - 1 1 : 100

Bring ideas to life VIA University College

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Østerled 7, 8700

DATE: 10/07/16

SUBJECT:

East Elevation

SCALE: 1 : 100

DRAWN BY: Vladislavs Pavlovs

South - 1 1 : 100

CLASS:

K01_H2_N02

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Østerled 7, 8700

DATE: 10/07/16

SUBJECT:

North & South Elevations

SCALE: 1 : 100

DRAWN BY: Vladislavs Pavlovs & Ada Witkowska & Nikita Drochkov

K01_H2_N03

CLASS:

20

21

FLOOR PLAN

APARTMENT TYPES

Using the existing original drawings, new digital plans and model were created to work on rearranging spaces to create new apartment layouts.

As a result of this work we have got 4 different apartment layouts fulfilling the clients requirements in the best way possible.

22

GROUND FLOOR PLAN

23 BASEMENT PLAN

FLOOR PLANS

LOFT PLAN

24

1ST - 2ND FLOOR PLAN

K01_H5_N04 STOFIX Brick Plate Ventilated Air Cavity

7 New Facade Construction STOFIX Brick Plate cladding

ROCKWOOL Hard Insulation ROCKWOOL Soft Insulation

• • • •

Insulation is placed between metal bracket every 600 mm

200 mm ROCKWOOL Soft Insulation 50 mm ROCKWOOL Hard Insulation 40 mm Ventilated Air Cavity 30 mm STOFIX Brick Plates

325

325mm Total Thickness 600

600

U-value - 0,143 W/m²K Sound - 60-65 dB Fire - R60

600

350

[BR15 0,15W/m2K] [BR15 - 50dB] [BR15 - R60]

A

Rubber sealant External wall:

Metal bracket

Existing construction

Fastening bolts

1 1/2 Brick Thick Wall English Bond 350mm Total thickness

350

200

50

40

30

670

Bring ideas to life VIA University College

Plan View 03.1 1st Floor Apartments - Facade corner connection

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Østerled 7, 8700

DATE: 10/25/16

SUBJECT:

(Detail) Facade Corner Connection

SCALE: 1 : 10

DRAWN BY: Vladislavs Pavlovs

K01_H5_N04

CLASS: AH51P-A16

K01_H5_N01 Renovation facade 30 mm Brick Cladding 40 mm Ventilated Cavity 50 mm Polystyrene 200 mm Rockwool Soft Insulation

U-value - 0,143 W/m²K Sound - 60-65 dB Fire - R60

[BR15 0,15 W/m2K] [BR15 - 50dB] [BR15 - R60]

Rockwool Hard Insulation 50 mm

EXTERIOR

Rockwool Soft insulation 200 mm Insulation in the facade placed in between the metal brackets every 600mm

STOFIX - BRICK PANEL Steel plate

Ventilated Air cavity

Elastic sealant

Brick tiles are fastened to

Makes a tight connection

this plate to be able to mount

between brick tiles cut and pipe

Downpipe 00 ø1

on the facade

Water preventig cap

Mortar Joint

228

50

40

30

12

600

200

600

350

110

A

A

External wall: Existing construction

INTERIOR

1 1/2 Brick Thick Wall English Bond 350mm Total thickness

03.1 1st Floor Apartments - Downpipe & Ext.Wall Detail

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Østerled 7, 8700

DATE: 10/25/16

SUBJECT:

(Detail) Downpipes integrated in the facade

SCALE: 1 : 5

DRAWN BY: Vladislav Pavlov

CLASS: AH51P-A16

K01_H5_N01

U-value demand: 0,12 W/m2 K Actual: 0,12 W/m2 K

18

5

25

ROOF DETAILS

[DETAIL] SKUNKVÆGEN OG TAG

[DE U-value demand: 0,12 W/m2 K Actual: 0,12 W/m2 K

7

50

Fire: BD 30 10mm Bolts with discs pr. 600 mm c/c

Fire: BD 30

12 0

0 60

44 1

52 7 24

U-value demand: 0,12 W/m2 K Actual: 0,12 W/m2 K

lN ta To

ew

25

th id W

75 r ve O

p la

aft er R

0 12

tin g

New Rafter fastent with bolts next the existing rafter

5 19

N

ew

r fte Ra

is

12 0

18 50

12 7

Fire: BD 30

5 mm Roofing felt

Ex

VMZinc sheets 25 mm - standing seam

Existing Rafter 127 x 127 mm (Eksisterende spær)

18 mm OSB boards

New Rafter 50 x 195 mm (Nyt spær) VMZinc sheets 25 mm - standing seam

13

13

70

Ventilating air layer 50 mm (Venteleret hulrum)

0 60

50 x 50 mm Pressure impragnated counterbatten (Trygimprægneret afstandsliste)

5 mm Roofing felt

195

18 mm OSB boards Ventilating air layer 50 mm (Venteleret hulrum)

120

127

0 60

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

Existing Collar tie

50 x 50 mm Pressure impragnated counterbatten (Trygimprægneret afstandsliste)

K01_H5_N03

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

100

10mm Bolts with discs pr. 600 mm c/c

DPM (Dampspærre)

200

100

Insulation is placed between the existing collar ties and extra insulation placed on top of it

200

100

Elastic sealant joint (Malbar elastik fugemasse)

70 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 45 x 70 mm Counterbattens (Afstandsliste) 195 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

2 x 13 mm Plasterboard (Gipsplade)

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt DPM (Dampspærre) 52

100 x 19 mm Solid wooden boards (Forskalling) 2 x 13 mm Plasterboard (Gipsplade)

W id th

24 7

ew

O

ve rla p

To ta lN

Bring ideas to life VIA University College

DPM (Dampspærre) 70 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

Østerled 7, 8700

DATE: 01/12/17

SUBJECT:

(Detail) Collar tie

SCALE: 1 : 5

R is tin g N

ew

r fte Ra

Ex

12 0

5 19

0,8 mm (Galv. ståltrad) Existing Rafter 127 x 127 mm (Eksisterende spær)

50 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 50 x 50 mm Counterbattens (Vandret underlag) 620

New Rafter 50 x 195 mm (Nyt spær)

150 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 50 x 150 mm Beam DPM (Dampspærre) 50 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 50 x 50 mm Counterbattens (Vandret underlag)

U-value demand: 0,12 W/m2 K Actual: 0,12 W/m2 K

2 x 13 mm Plasterboard (Gipsplade)

27

Fire: BD 30

13 13

50

150 276

50

VIA Built Env

PROJECT:

DRAWN BY: Vladislavs Pavlovs

af te r

12 7

200 x 80 x 2 mm Galv.

Strong-tie plate

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

2 x 13 mm Plasterboard (Gipsplade)

75

Elastic sealant joint (Malbar elastik fugemasse)

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

After Scheme Design phase of the project, each group member had to choose and individual trade to work with taking it into Detail Design 1-2 phases.

In my case I have chosen a carpentry work, specifically all the roof and its connections. Since it is a renovation project of the quite old building, its needed a lot of insulation in the roof as well. As it shows on the detail drawings, standard solution was applied to improve the roof condition.

CLASS: AH51P

K01_H5_N05

[DETAIL] GABLE WALL

K01_H

5 mm Roofing felt

[DETAIL] ROOF RI

18 mm OSB boards

35

40

50

200

Ventilating air layer 50 mm (Venteleret hulrum

350

Existing Brick wall

The ridge is covered with zink plate, which is fixed to the ridge planks with a galvanized nails

VMZinc sheets 25 mm - standing seam

50 x 50 mm Pressure impragnated counterbatten (Trygimprægneret afstandsliste)

25

Ridge planks are fixed on 15 x 45 x 150 mm

25 x 175 mm and 25 x 150 mm rough ridgeplanks assambles with 5 x 60 mm stainless screw pr. 250 mm The ridgeplanks are fixed to the topmost batten with 6 x 75 mm stainless screws pr. 400 mm

50

18 5

Ø32 mm Snow trap

5 17

0 15

50

Existing Rafter connection 127

127

50

200 x 80 x 2 mm Galv.

Strong-tie plate

VMZinc sheets 25 mm - standing seam

195

127

10mm Bolts with discs pr. 600 mm c/c

120

5 mm Roofing felt 18 mm OSB boards

Existing Rafter 127 x 127 mm

New Rafter 50 x 195 mm

Ex

is

tin g

R

aft er

12 7

13 13

70

Ventilating air layer 50 mm (Venteleret hulrum) 50 x 50 mm Pressure impragnated counterbatten (Trygimprægneret afstandsliste)

25 18

5

50

N 34 5

52

19 5 ew

R aft er

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

5 19

120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

DPM (Dampspærre) 70 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 2 x 13 mm Plasterboard (Gipsplade)

Bring ideas to life VIA University College

Plan view on the roof construction in section

PROJECT: SUBJECT:

VIA Built Environment & Engineering Campus Horsens

Østerled 7, 8700

Bring ideas to life VIA University College

DATE: 01/13/17

(Detail) Gable Wall

K01_H5_N05

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs

K01_H5_N04

[DETAIL] ROOF EAVE

CLASS:

VMZinc sheets 25 mm - standing seam

VIA Built Environment & Enginee Campus Hors

PROJECT:

Østerled 7, 8700

DATE: 01/11/17

SUBJECT:

(Detail) Roof ridge

SCALE: 1 : 5

DRAWN BY: Vladislavs Pavlovs

CLASS: AH51P-A16

K01_H5_N01 K01_H5_N14

[DETAIL] INTERNAL WALL

5 mm Roofing felt 18 mm OSB boards Ventilating air layer 50 mm (Venteleret hulrum

50 x 50 mm Pressure impragnated counterbatten (Trygimprægneret afstandsliste)

16 mm steel angle L= 400 mm. Mounted on thw wooden batten. Placed between the rafters on each side.

Existing batten

Ø 42 mm Snowtrap pipe placed in the ventelation gap 40 0

Existing rafter overhang is reduced by 180 mm

New zink gutter

95 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

Elastic sealant joint (Malbar elastik fugemasse) 15-20 mm

220 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

Internal existing Brick wall 180 mm 200 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

195 mm Insulation (Mineraluld) ROCKWOOL Flexibatt 120 mm Insulation (Mineraluld) ROCKWOOL Flexibatt

50 mm Hard Insulation 40 mm Vintilated air cavity U-value demand: 0,12 W/m2 K Actual: 0,12 W/m2 K

DPM (Dampspærre) 35 mm Brick plate STOFIX

Fire: BD 30

320

180

100 x 19 mm Solid wooden boards (Forskalling

Cut off Overhang 350

Existing Brick Wall

200

50

40

35

675

Total New Wall Width

Bring ideas to life VIA University College PROJECT:

Østerled 7, 8700

VIA Built Environment & Engineering Campus Horsens DATE: 01/13/17

2 x 13 mm Plasterboard (Gipsplade)

28

29

4TH SEMESTER 02 | 16 - 06 | 16 __________________________________

MULTI-STOREY BUILDINGS WITH DWELLINGS AND COMMERCIAL UNITS _____________________________ TUTOR: Mihoko Goto Berthvad _____________________________ The overall theme in the 4th semester is “Multi-storey buildings with dwellings and commercial units”.

Assignment was to design dwelling building with commercial unit suitable for cafe or small shop.

For this semester’s project in a groups we have been asked to come up with design of the apartment blocks for the plot located in Lisbjerg.

After analyzing the plot and areas surroundings, taking in considerations all the requirements from the clients brief, we have came up with two buildings A and B that create new homes for 36 dwellings and perfect location for a business area.

The main focus of this project is to provide easy access to every dwelling, while taking into c onsideration to make it handicap friendly and designing a livable outdoor space.

Buildings have brick facades and the penthouse is made with use of wooden cladding.

Bricks have light grey colour with black spots which gives the building nice and modern look. The private balconies have different triangle shapes and are made of prefabricated concrete slabs with railed glass.

32

4TH SEMESTER 02 | 16 - 06 | 16 ________________________________

INDIVIDUAL PART

___________________________ TUTOR: Mihoko Goto Berthvad ___________________________ From this part I have decided to choose design direction and had to work with Detail Design for wet room as a part of overall project.

34

Section A-A Wet & Moist Section A-A Zones

K01_A6_H2_N01 K01_A6_H2_N02

2750

IV

9000

03 1 Floor

IV

2600

910

9000 1030

03 1 Floor

950

740 1840

1695

1690

910

2114.17

1950

K01_A6_H2_N01 K01_A6_H2_N02

2301.56

2980

Section A-C Wet & Section A-C Moist Zones

2301.56

905

2750

K01_A6_H2_N01 K01_A6_H2_N02

2875

2600 Section A-B Wet & Moist Section A-B Zones

K01_A6_H2

600 121.59

940

912

955

Wet Room Floor plan

Wet Room Floor plan Zones 1 : 25

105

1438 105

250

945

740

III

Wet Room Floor plan

III

6000 Section A-D Wet & Section A-D Moist Zones

K01_A6_H2_N01 K01_A6_H2_N02

6000

Section A-A Wet & Moist Zones 1 : 25

03 1 Floor

Section A-B Wet & Moist Zones 1 : 25

IV

IV

9000

Wet zone 2750

The wet zone is the part of the room frequently exposed to water. Requirements to constructions, materials and surface treatment are most rigorous in this zone. The wet zone encompasses the entire floor, the lower 100 mm of all walls, including walls in the shower area, along the bath tub and under wash basins equipped with a shower fixture. The wet zone on the walls reaches the ceiling. In rooms with an extraordinary room height, the area above normal room height (i.e. minimum 2.3 m) may be considered a moist zone.

2600

250

2875

2980

2875

2980

2523

2130

1438

985.48

The moist zone is the wall area outside the wet zone. This area is considered more exposed to moisture than similar areas in other rooms in the house for example caused by high relative air moisture content and the occasional exposure to water. For that reason requirements to choice of materials and constructions are tightened in this zone.

Wet Room Floor plan

105

116.37

105

782

2086.58

728.54

The moist zone

III

III

6000

All measurement in mm

Section A-D Wet & Moist Zones 1 : 25

Wet Room Floor plan 6000

Section A-C Wet & Moist Zones 1 : 25

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35

03 1 Floor

880

9000

VIA Built Environment & Enginee

Campus TYPE C

PROJECT:

TYPE PROJECT NAME

DATE: 06/08/16

SUBJECT:

Wet Room TYPE A - Zoning

SCALE: 1 : 25

DRAWN BY: Vladislavs Pavlovs

CLASS: AC46-S16

K01_A6_H2_N02

K01_A6_H1_N02

1994

WM

250

Manifold 50 110

1994

200 315

250

Manifold

955

890

A

B

1199

1521

955 890

B1

2950 1398

60

1398

950

740

1199

Manifold 110

2950

355

250

800

250 Manifold 110 50 110

800

All measurments in mm All measurments without tiles

C

250

1438

205 719

600

521.73

720

800

940

154 2600

00 15

2750

ø

629

629

2588

611

700

700

611

900

2750

2600 2588

719 250

912

912

912 912

450

Wet rooms Plan (A and B) 1 : 50

Wet rooms Plan (B1 and C) 1 : 50

Types: A - 2 Bedroom apartment's Bathroom B - 1 Bedroom apartment's Bathroom B1 - 1 Bedroom apartment's Bathroom (Mirrored) C - 2 Bedroom apartment's Bathroom (Handicap)

Bring ideas to life VIA University College

VIA Built Environment & Engineering

Campus Aarhus C

PROJECT:

Subsisized Dwelings_Group 2

DATE: 05/27/16

SUBJECT:

Wet Room drawings

SCALE: 1 : 50

DRAWN BY: Vladislavs Pavlovs

K01_A6_H1_N02

CLASS: AC46-S16

K01_A6_H5_N02 All measurements in mm All measurements without tiles

TYPE A

INST. SHAFT 740

950

445

445

890

1840

900

2750

1898

890

1690

1438

940

250

912 2600

Wet rooms Plan (Type A) 2 1 : 25

Toilet - Ifö Sign wall-mounted WC unit with cistern 6893 Sink - Ifö Sign wash basin 7362 Shower doors - Ifö Solid rectangular shower enclosure SVH, aluminium profiles with screen safety glass

Bring ideas to life VIA University College

VIA Built Environment & Engineering

Campus Aarhus C

PROJECT:

Subsisized Dwelings_Group 2

DATE: 06/02/16

SUBJECT:

Fixtures Details - Wet Room TYPE A

SCALE: 1 : 25

DRAWN BY: Vladislavs Pavlovs

CLASS: AC46-S16

K01_A6_H5_N02

37

2ND SEMESTER 02 | 15 - 05 - 15 ________________________________

LAND PLOT AND SINGLE FAMILY HOUSE

___________________________ TUTOR: Peter Stellfeld ___________________________ Main theme of this semester a continuation from the 1st semester, work on single-family house.

Work in this semester was covering two first phases outline proposal and scheme design. In group of two we have designed 2 storey single family house with the basement.

According to the client’s brief house has living room, guest bedroom and toilet (designed to be accessible for handicapped person) on the ground floor.

Following on the 1st floor we get big bathroom, master bedroom and two children’s rooms.

All the installations are located in technical room which take place in the basement together laundry room and one big room available for any use by need.

House is designed with Integrated protected parking space for one car.

FLOOR PLANS 1

2

3

4

5

6

7

1

Tegning

Section A 2484

2

3

4 Section A

7457

A1.3

2688

406

2078

406

2500

1373

2000

772

A

A

A

472

N R

6645

2000

R R

168

168 1485

3753

2864

GUEST BEDROOM

19 m²

13 m²

3427

168

5 m²

B

3110

3415

2999

UTILITY ROOM

B

LIVING ROOM Exterior brick cavity wall Bricks 108mm Insulation 190mm Bricks 108mm Wall ties every 450mm in width and 300mm in height

1857

5471

168

1960

Interior brick wall Bricks 108mm

4051

UP

98 1540

694

INST.SHAFT 1 m²

INST. SHAFT 1 m²

1540

416

2282

1473

B

LAUNDRY ROOM 6 m²

1093 2078 Section B

1985

Section B

168

STAIRCASE

STAIRCASE

Insulation 150mm

10 m²

10 m²

UP

6 m² 3215 Interior wall Plasterboard 2x12.5mm Timber studs 50x50mm/600 c/c Insulation 50mm Plasterboard 2x12.5mm

UP UP

Basement wall Leca bsement blocks 390mm (600kg/m3) Insulation 150mm Plaster 15mm 1792

5662

WC (Desibled)

Interior basement wall Wide brick wall 168mm

KITCHEN & DINNING ROOM HOBBY ROOM

34 m² 1063

3778

25 m²

R - Rescue openings

2000

4850

Section B

500 ø1

2504

C

1791

C

Supporting steel beam

C

All measurements in mm D

D

406

3210

D

1547

2400

2ND SEMESTR PROJECT

Matr. nr.

E

E Emne

Basement plan

3M

4M

5M

Sag and Number Version DD1 Phase Format A3 Tegn V.Pavlov Kontrol I.Gromnicka Dato 25/06/2015 Skala 1 : 50 Tegning

E

Section A

1

39

2

3

4

5

6

7

1263

1550

2M

989

1M

Peter Stellfeld Single Family House

406

1395

Projekt 6645

1435

6645 4280

Section A

A1.3 1

2

3

4

5

6

7

1

Tegning

2

3

4

5

6

7

Tegning

Section A

A1.2 406

990

1351

406

1941

A1.1

350

2484

406

1512

2345

1212

3208

2000

1812

N

N

A

A

A

External stairs down to the basement

3753

4159

UP

TERRACE 25 m²

Exterior wall (continues from ground floor) Bricks 108mm Insulation 190mm Bricks 108mm (Closed with metal cap on top)

Exterior wall Bricks 108mm Insulation 190mm Bricks 108mm

406

6645

Supporting steel beam B

B

B 906

ENTRANCE HALL

6190

INST. SHAFT

1960

1 m²

R

STAIRCASE 4688 4850

10 m²

1235

1941

3787

1512

2645

2645

MASTER BEDROOM 22 m²

C 3965

Section B

8 m²

3333

Section B

HALL 14 m²

UP

Interior wall Plasterboard 2x12.5mm Timber studs 50mm x 50mm / 600c/c Insulation 50mm Plasterboard 2x12.5mm

1320

Section B

MASTER BATHROOM

1220

C

Supporting steel beam

C

2059

406

8 m²

All measurements in mm

3492

1063

R - Rescue openning

CHILD ROOM #1 19 m²

D

2ND SEMESTR PROJECT 1M

Peter Stellfeld Single Family House Supporting steel beam

Matr. nr.

E

Emne

Ground floor plan 5

6

7

2M

3M

4M

22 m²

All measurements in mm D

2ND SEMESTR PROJECT

5M

Sag and Number Version DD1 Phase Format A3 Tegn V.Pavlov Kontrol I.Gromnicka Dato 25/06/2015 Skala 1 : 50 Tegning

A1.2

Projekt 5392

1395

Projekt

CHILD ROOM #2

406

D

3492

Exterior wall with wooden cladding Bricks 108mm Vertical battens 190mm x 50mm Insulation 190mm Vertical battens 50mm x 50mm Insulation 50mm Wind breaking layer (diffusion opened) Distance battens (for ventilation) 25mm x 50mm Wooden cladding 100mm x 20mm (horizontal)

1547

2400

1445

2784

2400

1006 Matr. nr.

E

E

Emne

1st floor plan Section A

1

2

3

4

5

1M

Peter Stellfeld Single Family House

6190

6

7

2M

3M

4M

5M

Sag and Number Version DD1 Phase Format A3 Tegn V.Pavlov Kontrol I.Gromnicka Dato 25/06/2015 Skala 1 : 50 Tegning

A1.1

40

1ST SEMESTER 08 | 14 - 01 | 15 ________________________________

BUILDING PLOT AND 1-2 STOREY DWELLING

___________________________ TUTOR: Peter Stellfeld ___________________________ First semester project was a “single-family house,� covering all aspects relating to situating the house on a plot, specifying and arranging rooms, selecting materials, selecting building services, costing, time management etc..

41

Tegning

House Sides

As the very first assignment in the 1st semester we had to work in groups on designing a single family house in 1 or 2 storeys.

Starting a project with brief according to the needs and arranging placement of the rooms according to placement of the house on the selected plot.

Result of that is a one storey house U shaped house. Plan of the house consist of the kitchen combined with the dinning room, separated living room with the access to office and laundry. Long glass corridor is providing access to master bedroom and two bedrooms, as well as bathroom and toilet, Both sides of the house has terrace and inside parking for two cars.

As the main material we have selected standard Danish bricks in dark brown color and grey roof tiles.

Project Status Projekt

Owner Project Name Matr. nr.

Emne

Elevations

1M

2M

3M

4M

5M

Sag and Number Version 0.0.0 Format Author Tegn Checker Kontrol 10/31/14 Dato 1 : 100 Skala Tegning

House Sides