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
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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
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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
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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
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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
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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)
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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
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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