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Construction & Design
PORTFOLIO
Ruta Jurgevica
This portfolio shows projects while studying in
Architecture Technology and Construction
Management program.
Most of the projects were made in groups.
All the projects include different analysis, like
building design, statics, building services, as well as planning
management and law.
Programs that are used in projects are Revit, AutoCAD, Be15,
Sigma, Ms Project, Ms Excel, Ms Word and Relux.
SINGLE FAMILY HOUSE
Hinnerup
Detached house
CONTENTS
MULTI PURPOSE HALL
Skanderborg
Industrialized building design
SOCIAL HOUSING
Lisbjerg
Subsidized apartment building
APARTMENT BUILDING
J. M. Mørksgade 9, Aarhus
Renovation and extension of tradition Danish
apartment building from 1921
F F
4
4
C C
2
2
A A
1
1
E E
B B
3
3
D D
7005
9161
11360
4809
Balcony
Roof
Pathway
Terrace
Roadway
Main
entrance
Backyard/Garden
.
14806
UP
Front garden
.
10562542380227023998
3000 2120 2556
27023998105625423802
3000 2120 2556
146818388
8388
P
1 : 100
01. Location Plan Copy 1
SINGLE FAMILY HOUSE
PROJECT:
Detached house
LOCATION:
Hinnerup
TASK:
•	 To develop a building that consist of two
constructions - wood and bricks.
•	 The shape of building is ‘‘L’’ or/ and rec-
tangle.
•	 Balcony is established on 1st floor.
•	 There are lights shafts in basement for
good lighting conditions.
•	 Building envelope must be secured and
needed u-values must fullfill BR10.
•	 Environmentally friendly solutions must
be used.
Location plan
N
All measurements are in mm
Height of house <= 1.4 * distance to boundary
(no less than 2.5 m) BR10 2.7.3
6.2m <= 1.4 * 4.8m
6.2m <= 6.7m
Plot size - 950m2
Buildable area 285m2 - 30%.
Built area 200m2 - 21%
Roof slope - 1:40 (25mm fall for every 1000mm)
STENAGERBAKKEN,
SKOVSTIEN
HINNERUP
Plot No.10
Tegning
Emne
Projekt
Tegning
Matr. nr.
2M 4M1M 3M 5M
Sag
Version
Format
Tegn
Kontrol
Dato
SkalaLocation Plan
F6_H0_N01
DD1
VIA University College
Single family house
F6_H0_N01
01
1.0.0
Preslav
Group 2
06/19/15
1 : 100
08.West
06.North
09.East
FF
4
4
CC
2
2
AA
1
1
EE
10.Section
A-A
10.Section
A-A
BB
3
3
DD
11.Section
B-B
11.Section
B-B
08.West
06.North
09.East
FF
4
4
CC
2
2
AA
1
1
EE
10.Section
A-A
10.Section
A-A
12.Section
C-C
12.Section
C-C
BB
3
3
DD
11.Section
B-B
11.Section
B-B
13.Section
D-D
13.Section
D-D
06.North
09.East
FF
4
4
CC
2
2
AA
1
1
EE
2802A1
1
2
3
1
2
3
A B C D
A B C D
B1
C1
A1 - Timber beam 100x90mm
B1- Steel beam HE-220A 210x2
C1- Timber column 190x190
A2 - Timber beam 160x167mm
A3 - Timber beam 160x167mm
A4 - Timber beam 100x185mm
BB
3
3
DD
PROCESS:
•	 Receive brief from client with informa-
tion that needs to be taken into ac-
count in the project.
•	 Find right shape of a building that is
placed on given plot.
•	 Design building by using bricks and
wooden cladding.
•	 Do planning for the project.
•	 Make analysis of environmentally
friendly solutions, sunlight, building
services and statics.
•	 Create construction and detail draw-
ings.
Interior perspective
Interior perspective
Rafter plan
1st floor plan
Ground floor plan
Ground Floor
0
?Ground Floor
0
?
1st Floor
3000
?1st Floor
3000
?
Basement
-2800
?Basement
-2800
?
Roof
6200
?Roof
6200
?
Foundation
-3700
? Foundation
-3700
?
Basement Ceiling
-600
?Basement Ceiling
-600
?
Ground Floor Ceiling
2500
? Ground Floor Ceiling
2500
?
1st Floor Ceiling
5500
?1st Floor Ceiling
5500
?
6200
3298
1198
1398
1198
1398
599599 599 599 798
1398
798
1398
2903
1422
822 822
1422
2142
1332
963
RR R R
R R
2442
80000
82500
83200
712
712
Ground Floor
0
?Ground Floor
0
?
1st Floor
3000
?1st Floor
3000
?
Basement
-2800
?Basement
-2800
?
Roof
6200
?Roof
6200
?
Foundation
-3700
? Foundation
-3700
?
Basement Ceiling
-600
?Basement Ceiling
-600
?
Ground Floor Ceiling
2500
? Ground Floor Ceiling
2500
?
1st Floor Ceiling
5500
?1st Floor Ceiling
5500
?
6165
2428
74500
73900
71700
70800
77000
80000
82500
83200
74500
73900
71700
70800
77000
80000
82500
83200
2442
Ground Floor
0
?Ground Floor
0
?
1st Floor
3000
?1st Floor
3000
?
Basement
-2800
?Basement
-2800
?
Roof
6200
?Roof
6200
?
Foundation
-3700
? Foundation
-3700
?
Basement Ceiling
-600
?Basement Ceiling
-600
?
Ground Floor Ceiling
2500
? Ground Floor Ceiling
2500
?
1st Floor Ceiling
5500
?1st Floor Ceiling
5500
?
R
R
4394
2374
4392
4802
74500
73900
71700
70800
77000
80000
82500
83200
74500
73900
71700
70800
77000
80000
82500
83200
Ground Floor
0
?Ground Floor
0
?
1st Floor
3000
?1st Floor
3000
?
Basement
-2800
?Basement
-2800
?
Roof
6200
?Roof
6200
?
Foundation
-3700
? Foundation
-3700
?
Basement Ceiling
-600
?Basement Ceiling
-600
?
Ground Floor Ceiling
2500
? Ground Floor Ceiling
2500
?
1st Floor Ceiling
5500
?1st Floor Ceiling
5500
?
6200
3298
R
R
R R
822
1398 1198
599 599
599 599
1398
1198
1398
1398
798
1398
1198
599 599
1398
798
2903
74500
73900
71700
70800
77000
80000
82500
83200
74500
73900
71700
70800
77000
80000
82500
83200
RESULT:
•	 Project is carried out with no
significant errors.
•	 Design is made by using both
‘‘L’’ and rectangle shapes by
placing them on each other
and making unique design.
•	 Both bricks and wooden clad-
ding is used in construction by
mixing them up.
•	 Solar panels and heat pump is
used as energy efficient solu-
tion.
•	 All needed drawings are pro-
duced.
•	 Details for critical building
component connections are
made according to regulations
of construction, loads and
building services.
FCA E
A2
A4
A3
Legend
A1 - Timber beam 100x90mm
B1- Steel beam HE-220A
210x220mm
C1- Timber column 190x190
A2 - Timber beam 160x167mm
A3 - Timber beam 160x167mm
A4 - Timber beam 100x185mm
B D
421
2462
C1
B1
Legend
A1 - Timber beam 100x90mm
B1- Steel beam HE-220A
210x220mm
C1- Timber column 190x190
A2 - Timber beam 160x167mm
A3 - Timber beam 160x167mm
A4 - Timber beam 100x185mm
Section
Ventilation
Section
Ventilation
Section
Water pipes
Section
Water pipes
3
11. Section
B-B
11. Section
B-B
1
2
4
5
6
8
9
10 11 12
13
14 15
Connection
Basement/ground floor
1 - Concrete wall (108 mm)
2 - Insulation (192mm)
3 - Vapor barrier
4 - Wall tile
5 - Brick wall (108mm)
6 - Gypsum board (2x13mm)
7 - Suspension hook
8 - Ventilated space (160mm)
9 - Hollow Concrete deck (200mm)
10 - Floor battens (95x65mm)
11 - Wooden board (13mm)
12 - Particleboard (27mm)
13 - Heating pipe
14 - Metal plates
15 - Moisture protection layer
16 - Wooden floor (20mm)
16
7
3
Elevations
Basement wall, brick wall and
hollow core slab connection
detail
Longditudinal section
Cross section
MULTI PURPOSE HALL
PROJECT:
Industrialized building design
LOCATION:
Skanderborg
CONTRACT TYPE:
Main contract and advisor
BUDGET:
39.4 million DKK
TASK:
•	 Work with already made schematic de-
sign of the building.
•	 Combine construction of concrete, glass
and wood.
•	 Be both consultant of an architecture
company and producer.
•	 Project is carried out from schematic
design until tender when it is handed
to another company who makes quality
assurance.
•	 Make needed construction details for
concrete, wood and glass elements.
•	 Find producers for already made build-
ing components.
•	 All tender materials are sent to compe-
tition for lowest bid.
Location plan
H3_N02
H3_N01
48.5 m²
Utilityroom
46.0 m²
Lockerroom
25.5 m²
Lockerroom
25.3 m²
Lockerroom
25.6 m²
Lockerroom
1564.9 m²
Gym
3.3 m²
WC
3.2 m²
WC
WC
WC
WC
6.1 m²
H-WC
17.7 m²
Stair
52.8 m²
Hallway
247.5 m²
Café
35.0 m²
Storage
51.9 m²
Meetingroom
93.7 m²
Meetingroom
103.7 m²
Meetingroom
10.8 m²
Storage
6.8 m²
H-WC
2.4 m²
WC
2.5 m²
WC
21.6 m²
Technic
5.1 m²
Hall
2.7 m²
Lift
3.6 m²
WC
6.4 m²
Hall
196.0 m²
Hallway
90017925416179218081792179817921818179262241792900
22429 400 1958 400 15242 400 1958 400 22429
481719821601819824817124217921808179218081792180817921242
124217921808179218081792180817921242
2837.48
24611.963600604.04
7479.88
662.1391250819121100912
7609.88
2942.74
4751.13
912
237.87
4814.88 400.12
10508
1946.63
1599.74
7479.88
3503.51
2963
2963
9
1
2
40000
20000
19821982
27102734
2498.12
2734
3548
2734
1970
3548
4208
2598
2598
2077
912
11559 400 1958 400 4442 400 1958 400 4430 400 1982 400 11409 912 3128 912748912 4188 912 6288 912 6426
3092
2077
3053
3000
1688912
680
9125500
14400
1000
12
1610
3030
1012
1598
1622
400
1958
400
2525
400
1958
400
Rescue OpeningR
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGE
SCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 200
Multi Functional Sportshall - Trige
Floor Plan Ground Floor
Group 3 - 14bk 2ena
10/26/15
1 : 200
01 GROUNDFLOOR Copy 1
R
R R
R
R
RR
R
R
R
R
R
R
R
PROCESS:
•	 Planning is made to assure that
group’s work goes according to
deadlines.
•	 Analysis are made according
to building’s placement on a
plot and best usage of space in
parking area.
•	 Find producers for components
that cab be usen in the project.
•	 Work under time pressure.
•	 Create production drawings,
mounting drawings, quality as-
surance and tender materials.
44.1 m²
Office
92.9 m²
Meetingroom
Hall
2.6 m²
WC
2.6 m²
WC
2.6 m²
WC
17.5 m²
Stair
48.6 m²
Technic
7.7 m²
H-WC
6.7 m²
Storage
90017925416179218081792179817921818179262241792900
28808
8696 912 500
8696 912 500
1859122278.27
215 912 698 912 698 912 483
5191.739122278.273009123304912473
3488 912 2215
7112.45
4543.94
1460
2616
10908
44.6 m²
Hallway
Rescue Opening
R
R
R
R
R
R
R
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGE
SCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
Multi Functional Sportshall - Trige
Floor Plan 1st Floor
Author
10/26/15
H1_N03
INDTAST BY
H1_N03
1 : 100
02 1 FLOOR Copy 1
Groundfloor
27800
III
A
BCDEFGH
I1.11.5
36.215
33.023
33.779
27.27.500
30.500
29.888 27.800
29.888
3.23.33.4
26.700
WORK 01 Stue, terrær
38240
IV
Element top
33023
IV
Ground level
27792
III
Groundfloor
27800
III
2.19
29.90029.900
2.32.42.52.62.72.82.92.102.112.122.132.142.152.162.172.18
WORK 01 Stue, terrær
38240
IV
Element top
33023
IV
Ground level
27792
III
Groundfloor
27800
III
1 2.1
27.500 27.792
33.023
33.779
36.215
30.500
28.788
30.500 30.500 30.500 30.500 30.500
2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16
26.700
R R R R
WORK 01 Stue, terrær
38240
IV
Element top
33023
IV
Ground level
27792
III
Groundfloor
27800
III
A
B C D E F G H
I 1.1 1.
WORK 01 Stue, terræp
35800
?WORK 01 Stue, terræp
35800
?
27.800
29.888
30.500
32.437
33.849
36.215
33.779
33.023
33.682
30.500
29.888
31.524
3.2 3.3 3.4
26.700
R R R R R RElement top
33023
IV
Ground level
27792
III
1 : 200
East elevation
1 : 200
North elevation
1 : 200
South elevation
1 : 200
West elevation
Groundfloor
27800
III
36.215
29.90029.900
31.5
27.80
26.700
WORK 01 Stue, terrær
38240
IV
Element top
33023
IV
Ground level
27792
III
Groundfloor
27800
III
1 2.1
27.500 27.792
33.023
33.779
36.215
30.500
28.788
30.500 30.500 30.500 30.500 30.500
2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17
26.700
R R R R
WORK 01 Stue, terrær
38240
IV
Element top
33023
IV
Ground level
27792
III
Groundfloor
27800
III
A
B C D E F G H
I 1.1 1.5
WORK 01 Stue, terræp
35800
?WORK 01 Stue, terræp
35800
?
27.800
29.888
30.500
32.437
33.849
36.215
33.779
33.023
33.682
30.500
29.888
31.524
3.2 3.3 3.4
2
26.700
R R R R R RElement top
33023
IV
Ground level
27792
III
1 : 200
North elevation
1 : 200
South elevation
1 : 200
West elevation Elevations
Cross section
1st and ground floor plan
RESULT:
•	 Project is finished in time
with detailed layout.
•	 Building has solar pannels
that generate electricity.
•	 There is a big parking plot
that is easy accesable.
•	 All expected analysis are
made and documented in
prpffesional manner.
•	 Construction process is
documented in construc-
tion time schedule.
•	 Quality assurance is made
during each phase and
visible mistakes have
been corrected.
Element drawings, producrion drawings and
mounting drawings are made for mounting and
production phase.
Element drawing
Conection detail between two wooden walls
Mounting detail between two wooden walls
Mounting detail between external wooden
wall and foundation
SOCIAL HOUSING
PROJECT:
Subsidized apartment building
LOCATION:
Lisbjerg
CONTRACT TYPE:
Turn Key Contract
BUDGET:
76 million DKK
AREA:
3600 m2 dwellings
200 m2 business area
TASK:
•	 To develop schematic design proposal according
to brief
•	 Participate with it in public tender organized by
building owner.
•	 Make analysis to create the most sutable dwelling
design for handicapped people, young people and
small families.
•	 Create BIM model according to given areas.
•	 Work as a carpenter and show the installation of
green roof.
Location plan
PROCESS:
•	 Design of building and
apartments is made ac-
cording to sketches and
different proposals in
group.
•	 BIM model is made from fi-
nal proposal and contiuned
durig individual part.
•	 Different analysis were
done according to materi-
als, sound, daylight and
installations.
•	 Construction details are
made for the mostb critical
points.
24.27 m²
Living Area
40
14.69 m²
Living Area
41
16.67 m²
Kitchen and Dining
Area
42
23.66 m²
Master Bedroom
43
6.1 m²
Entrance
44
15.32 m²
Hallway
45
17.45 m²
Master Bedroom
46 13.36 m²
Kids Bedroom
47
18.24 m²
Kitchen and Dining
Area
48
6.13 m²
Entrance
49
5.12 m²
Bathroom
50
1.32 m²
Shaft
51
5.02 m²
Bathroom
52
1.32 m²
Shaft
53
3.65 m²
Lift
54
Room Legend
No colors defined
K01_TXX_H7_EX_N62
1 1
22
33
44
55
6 6
77
88
99
1010
K01_TXX_H7_EX_N6
K01_TXX_H7_EX_N6K01_TXX_H7_EX_N24K01_TXX_H3_EX_N10
BH BI BJ BK BL BM BN BO BP BQ BR BS BT
SCHOOL OF TECHNOLOGI
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
Bring ideas to life
VIA University College
1 : 50
Lisbjerg - Multi storage apartment building
Streight Callout
Author
03/09/16
K01_TXX
K01_T
1 : 50
03 1 Floor - Callout Streight
Longditudinal section
Floor plan
Dwelling plan
RESULT:
Project follows EU-normative
regulations for subsidized
buildings.
Energy rules are fulfilled ac-
cording to BR15.
All needed documentation
for tender phase has been
produced.
INDIVIDUAL PART:
•	 Green roofs are ana-
lysed during Detail
Phase.
•	 Analysis are made ac-
cording to construction,
materials, installation of
this roof.
•	 Documents for carpen-
try side are made.
•	 All needed documenta-
tion for tender phase is
produced.
X 06 Roof +
19170
X
AO
250
50
252080220527523
10
12
200
150
118
250
150
952214
SCHOOL OF TECHNOLOGI AND BUSINESS
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
Bring ideas to life
VIA University College
1 : 5
Lisbjerg - Multi storage apartment building
Green roof slab + internal slab + door
Ruta Jurgevica
06/06/16
K01_TXX_HX_EX_N80
AC46-S16
Aarhus
K01_TXX_HX_EX_N80
Section 2 - External wooden wall + doors + green
roof connection
350 mm external wooden wall - external door + wall
construction
70mm studs with rockwool insulation
170 mm load bearing construction studs
with
rockwool insulation
45 mm stud with rockwool insulation
2x 12.5 mm gypsum board
350.5 mm internal wooden floor slab - 13.5 mm wooden
floor finish
2 mm PE foam
22 mm chipboard
with UFH pipes
95 mm stud/
insulation construction
220 mm hollow
core deck
150 x 250 mm
concrete bracket (Spæncom)
493 mm green roof - 25 mm grass layer
20 mm soil
80 mm sand; 100mm gravel; filter
Filter layer
23 mm drainage board (waterproof)
Bitumen felt
75 mm polyesterene
250 x 118 mmI- beam
50 mm screed
220 mm hallow core deck with 10
mm reinforcement (Spæncom)
250x 118 mm - beam
40 mm polyesterene
150 mm load -bearing internal wall - 100 mm stell
support
Chipboard
Casted concrete
150 x 250 mm
concrete bracket (Spæncom)
06 Roof +
19170
X 06 Roof +
19170
X
AA
14.837
250
250 50
202080237550220
60
SCHOOL OF TECHNOLOGI AND BUSINESS
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
Bring ideas to life
VIA University College
1 : 5
Lisbjerg - Multi storage apartment building
Green roof detail + external brick wall down
Ruta Jurgevica
03/06/16
K01_TXX_HX_EX_N81
AC46-S16
Aarhus
K01_TXX_HX_EX_N81
ction 2 - Green roof connection with brick wall
508mm External wall - Int,L Concrete 150mm - Insulation 250mm - Ext. Brick 108mm
60 mm Beam+ insulation
Waterproof membrane
Flashing
250 x 145 mm I-beam
40 mm polyesterene
Railing
493 mm green roof - 25 mm grass layer
20 mm soil
80 mm sand; 100mm gravel; filter
Filter layer
23 mm drainage board (waterproof)
Bitumen felt
75 mm polyesterene
250 x 118 mmI- beam
50 mm screed
220 mm hallow core deck with 10 mm reinforcement (Spæncom)
150 mm load -bearing internal wall - 100 mm stell support
Chipboard
Casted concrete
Green roof drainage detail
Green roof, external wall and concrete staircase connection detail
Green roof and external wall connection detail
Green roof, external
wall and internal
slab connection
detail
VIA Built Environment & Engineering
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
Group:
DATE:
Bring ideas to life
VIA University College
Renovation Project - Registration
Unnamed
Author
09/27/16
I05_F1_H1_N03
Campus TYPE CITY
3D View 1
APARTMENT BUILDING
PROJECT:
Renovation and extension of tra-
dition Danish apartment building
from 1921
LOCATION:
J. M. Mørksgade 9, Aarhus
CONTRACT TYPE:
Advisor
Project is under development
SITUATION:
Schematic design proposal is given by architect. I t needs to be cobn-
tinued durig design development phase. Needed changed can be
made, but only if they are followed by regulations.
Existing building need to be renovated according to BR15. Extension
has to be built in by backyard side, where new kitchens and bath-
rooms are installed and back staircase is teared down.
TASK:
•	 To make BIM model of existing building as well
as of new extension showing demolished part.
•	 To find requirements for building according to
made analysis of construction, energy, statics
and regulations.
•	 To make connection details in building and ex-
tension.
•	 Continue design development phase by exami-
nating more energy solutions so time and money
is saved.
PROCESS:
•	 Analysis of construction, energy
and statics are made.
•	 Regulations according to construc-
tion, sound, fire, moisture, u-val-
ues and intallations are found.
•	 Connection details are being
made.
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365.77
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Section A - A
---
Section B -B
---
VIA Buil
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
Group:
DATE:
Bring ideas to life
VIA University College
1 :
Renovation Project - Registration
Basement Floor
Karolina Fularczyk
02/16
3
1 : 100
01 Basement Floor
UPDN
UP
Section B-B
---
Section C-C
---
Section B -B
---
A
A B
B
C
C
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D
E
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11
22
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VIA Built Environment & Engineering
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
Group:
DATE:
Bring ideas to life
VIA University College
1 : 100
Renovation Project - Registration
Existing - 3rd Floor plan
Ruta
09/29/16
I05_F1_H1_N03
3
Campus TYPE CITY
1 : 100
03 1 Floor
Floor plan
Basement plan
Fire analysis
Sound analysis
Static analysis

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Portfolio

  • 2. This portfolio shows projects while studying in Architecture Technology and Construction Management program. Most of the projects were made in groups. All the projects include different analysis, like building design, statics, building services, as well as planning management and law. Programs that are used in projects are Revit, AutoCAD, Be15, Sigma, Ms Project, Ms Excel, Ms Word and Relux.
  • 3. SINGLE FAMILY HOUSE Hinnerup Detached house CONTENTS MULTI PURPOSE HALL Skanderborg Industrialized building design SOCIAL HOUSING Lisbjerg Subsidized apartment building APARTMENT BUILDING J. M. Mørksgade 9, Aarhus Renovation and extension of tradition Danish apartment building from 1921
  • 4. F F 4 4 C C 2 2 A A 1 1 E E B B 3 3 D D 7005 9161 11360 4809 Balcony Roof Pathway Terrace Roadway Main entrance Backyard/Garden . 14806 UP Front garden . 10562542380227023998 3000 2120 2556 27023998105625423802 3000 2120 2556 146818388 8388 P 1 : 100 01. Location Plan Copy 1 SINGLE FAMILY HOUSE PROJECT: Detached house LOCATION: Hinnerup TASK: • To develop a building that consist of two constructions - wood and bricks. • The shape of building is ‘‘L’’ or/ and rec- tangle. • Balcony is established on 1st floor. • There are lights shafts in basement for good lighting conditions. • Building envelope must be secured and needed u-values must fullfill BR10. • Environmentally friendly solutions must be used. Location plan
  • 5. N All measurements are in mm Height of house <= 1.4 * distance to boundary (no less than 2.5 m) BR10 2.7.3 6.2m <= 1.4 * 4.8m 6.2m <= 6.7m Plot size - 950m2 Buildable area 285m2 - 30%. Built area 200m2 - 21% Roof slope - 1:40 (25mm fall for every 1000mm) STENAGERBAKKEN, SKOVSTIEN HINNERUP Plot No.10 Tegning Emne Projekt Tegning Matr. nr. 2M 4M1M 3M 5M Sag Version Format Tegn Kontrol Dato SkalaLocation Plan F6_H0_N01 DD1 VIA University College Single family house F6_H0_N01 01 1.0.0 Preslav Group 2 06/19/15 1 : 100 08.West 06.North 09.East FF 4 4 CC 2 2 AA 1 1 EE 10.Section A-A 10.Section A-A BB 3 3 DD 11.Section B-B 11.Section B-B 08.West 06.North 09.East FF 4 4 CC 2 2 AA 1 1 EE 10.Section A-A 10.Section A-A 12.Section C-C 12.Section C-C BB 3 3 DD 11.Section B-B 11.Section B-B 13.Section D-D 13.Section D-D 06.North 09.East FF 4 4 CC 2 2 AA 1 1 EE 2802A1 1 2 3 1 2 3 A B C D A B C D B1 C1 A1 - Timber beam 100x90mm B1- Steel beam HE-220A 210x2 C1- Timber column 190x190 A2 - Timber beam 160x167mm A3 - Timber beam 160x167mm A4 - Timber beam 100x185mm BB 3 3 DD PROCESS: • Receive brief from client with informa- tion that needs to be taken into ac- count in the project. • Find right shape of a building that is placed on given plot. • Design building by using bricks and wooden cladding. • Do planning for the project. • Make analysis of environmentally friendly solutions, sunlight, building services and statics. • Create construction and detail draw- ings. Interior perspective Interior perspective Rafter plan 1st floor plan Ground floor plan
  • 6. Ground Floor 0 ?Ground Floor 0 ? 1st Floor 3000 ?1st Floor 3000 ? Basement -2800 ?Basement -2800 ? Roof 6200 ?Roof 6200 ? Foundation -3700 ? Foundation -3700 ? Basement Ceiling -600 ?Basement Ceiling -600 ? Ground Floor Ceiling 2500 ? Ground Floor Ceiling 2500 ? 1st Floor Ceiling 5500 ?1st Floor Ceiling 5500 ? 6200 3298 1198 1398 1198 1398 599599 599 599 798 1398 798 1398 2903 1422 822 822 1422 2142 1332 963 RR R R R R 2442 80000 82500 83200 712 712 Ground Floor 0 ?Ground Floor 0 ? 1st Floor 3000 ?1st Floor 3000 ? Basement -2800 ?Basement -2800 ? Roof 6200 ?Roof 6200 ? Foundation -3700 ? Foundation -3700 ? Basement Ceiling -600 ?Basement Ceiling -600 ? Ground Floor Ceiling 2500 ? Ground Floor Ceiling 2500 ? 1st Floor Ceiling 5500 ?1st Floor Ceiling 5500 ? 6165 2428 74500 73900 71700 70800 77000 80000 82500 83200 74500 73900 71700 70800 77000 80000 82500 83200 2442 Ground Floor 0 ?Ground Floor 0 ? 1st Floor 3000 ?1st Floor 3000 ? Basement -2800 ?Basement -2800 ? Roof 6200 ?Roof 6200 ? Foundation -3700 ? Foundation -3700 ? Basement Ceiling -600 ?Basement Ceiling -600 ? Ground Floor Ceiling 2500 ? Ground Floor Ceiling 2500 ? 1st Floor Ceiling 5500 ?1st Floor Ceiling 5500 ? R R 4394 2374 4392 4802 74500 73900 71700 70800 77000 80000 82500 83200 74500 73900 71700 70800 77000 80000 82500 83200 Ground Floor 0 ?Ground Floor 0 ? 1st Floor 3000 ?1st Floor 3000 ? Basement -2800 ?Basement -2800 ? Roof 6200 ?Roof 6200 ? Foundation -3700 ? Foundation -3700 ? Basement Ceiling -600 ?Basement Ceiling -600 ? Ground Floor Ceiling 2500 ? Ground Floor Ceiling 2500 ? 1st Floor Ceiling 5500 ?1st Floor Ceiling 5500 ? 6200 3298 R R R R 822 1398 1198 599 599 599 599 1398 1198 1398 1398 798 1398 1198 599 599 1398 798 2903 74500 73900 71700 70800 77000 80000 82500 83200 74500 73900 71700 70800 77000 80000 82500 83200 RESULT: • Project is carried out with no significant errors. • Design is made by using both ‘‘L’’ and rectangle shapes by placing them on each other and making unique design. • Both bricks and wooden clad- ding is used in construction by mixing them up. • Solar panels and heat pump is used as energy efficient solu- tion. • All needed drawings are pro- duced. • Details for critical building component connections are made according to regulations of construction, loads and building services. FCA E A2 A4 A3 Legend A1 - Timber beam 100x90mm B1- Steel beam HE-220A 210x220mm C1- Timber column 190x190 A2 - Timber beam 160x167mm A3 - Timber beam 160x167mm A4 - Timber beam 100x185mm B D 421 2462 C1 B1 Legend A1 - Timber beam 100x90mm B1- Steel beam HE-220A 210x220mm C1- Timber column 190x190 A2 - Timber beam 160x167mm A3 - Timber beam 160x167mm A4 - Timber beam 100x185mm Section Ventilation Section Ventilation Section Water pipes Section Water pipes 3 11. Section B-B 11. Section B-B 1 2 4 5 6 8 9 10 11 12 13 14 15 Connection Basement/ground floor 1 - Concrete wall (108 mm) 2 - Insulation (192mm) 3 - Vapor barrier 4 - Wall tile 5 - Brick wall (108mm) 6 - Gypsum board (2x13mm) 7 - Suspension hook 8 - Ventilated space (160mm) 9 - Hollow Concrete deck (200mm) 10 - Floor battens (95x65mm) 11 - Wooden board (13mm) 12 - Particleboard (27mm) 13 - Heating pipe 14 - Metal plates 15 - Moisture protection layer 16 - Wooden floor (20mm) 16 7 3 Elevations Basement wall, brick wall and hollow core slab connection detail Longditudinal section Cross section
  • 7. MULTI PURPOSE HALL PROJECT: Industrialized building design LOCATION: Skanderborg CONTRACT TYPE: Main contract and advisor BUDGET: 39.4 million DKK TASK: • Work with already made schematic de- sign of the building. • Combine construction of concrete, glass and wood. • Be both consultant of an architecture company and producer. • Project is carried out from schematic design until tender when it is handed to another company who makes quality assurance. • Make needed construction details for concrete, wood and glass elements. • Find producers for already made build- ing components. • All tender materials are sent to compe- tition for lowest bid. Location plan
  • 8. H3_N02 H3_N01 48.5 m² Utilityroom 46.0 m² Lockerroom 25.5 m² Lockerroom 25.3 m² Lockerroom 25.6 m² Lockerroom 1564.9 m² Gym 3.3 m² WC 3.2 m² WC WC WC WC 6.1 m² H-WC 17.7 m² Stair 52.8 m² Hallway 247.5 m² Café 35.0 m² Storage 51.9 m² Meetingroom 93.7 m² Meetingroom 103.7 m² Meetingroom 10.8 m² Storage 6.8 m² H-WC 2.4 m² WC 2.5 m² WC 21.6 m² Technic 5.1 m² Hall 2.7 m² Lift 3.6 m² WC 6.4 m² Hall 196.0 m² Hallway 90017925416179218081792179817921818179262241792900 22429 400 1958 400 15242 400 1958 400 22429 481719821601819824817124217921808179218081792180817921242 124217921808179218081792180817921242 2837.48 24611.963600604.04 7479.88 662.1391250819121100912 7609.88 2942.74 4751.13 912 237.87 4814.88 400.12 10508 1946.63 1599.74 7479.88 3503.51 2963 2963 9 1 2 40000 20000 19821982 27102734 2498.12 2734 3548 2734 1970 3548 4208 2598 2598 2077 912 11559 400 1958 400 4442 400 1958 400 4430 400 1982 400 11409 912 3128 912748912 4188 912 6288 912 6426 3092 2077 3053 3000 1688912 680 9125500 14400 1000 12 1610 3030 1012 1598 1622 400 1958 400 2525 400 1958 400 Rescue OpeningR PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - 1 : 200 Multi Functional Sportshall - Trige Floor Plan Ground Floor Group 3 - 14bk 2ena 10/26/15 1 : 200 01 GROUNDFLOOR Copy 1 R R R R R RR R R R R R R R PROCESS: • Planning is made to assure that group’s work goes according to deadlines. • Analysis are made according to building’s placement on a plot and best usage of space in parking area. • Find producers for components that cab be usen in the project. • Work under time pressure. • Create production drawings, mounting drawings, quality as- surance and tender materials. 44.1 m² Office 92.9 m² Meetingroom Hall 2.6 m² WC 2.6 m² WC 2.6 m² WC 17.5 m² Stair 48.6 m² Technic 7.7 m² H-WC 6.7 m² Storage 90017925416179218081792179817921818179262241792900 28808 8696 912 500 8696 912 500 1859122278.27 215 912 698 912 698 912 483 5191.739122278.273009123304912473 3488 912 2215 7112.45 4543.94 1460 2616 10908 44.6 m² Hallway Rescue Opening R R R R R R R PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - 1 : 100 Multi Functional Sportshall - Trige Floor Plan 1st Floor Author 10/26/15 H1_N03 INDTAST BY H1_N03 1 : 100 02 1 FLOOR Copy 1 Groundfloor 27800 III A BCDEFGH I1.11.5 36.215 33.023 33.779 27.27.500 30.500 29.888 27.800 29.888 3.23.33.4 26.700 WORK 01 Stue, terrær 38240 IV Element top 33023 IV Ground level 27792 III Groundfloor 27800 III 2.19 29.90029.900 2.32.42.52.62.72.82.92.102.112.122.132.142.152.162.172.18 WORK 01 Stue, terrær 38240 IV Element top 33023 IV Ground level 27792 III Groundfloor 27800 III 1 2.1 27.500 27.792 33.023 33.779 36.215 30.500 28.788 30.500 30.500 30.500 30.500 30.500 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 26.700 R R R R WORK 01 Stue, terrær 38240 IV Element top 33023 IV Ground level 27792 III Groundfloor 27800 III A B C D E F G H I 1.1 1. WORK 01 Stue, terræp 35800 ?WORK 01 Stue, terræp 35800 ? 27.800 29.888 30.500 32.437 33.849 36.215 33.779 33.023 33.682 30.500 29.888 31.524 3.2 3.3 3.4 26.700 R R R R R RElement top 33023 IV Ground level 27792 III 1 : 200 East elevation 1 : 200 North elevation 1 : 200 South elevation 1 : 200 West elevation Groundfloor 27800 III 36.215 29.90029.900 31.5 27.80 26.700 WORK 01 Stue, terrær 38240 IV Element top 33023 IV Ground level 27792 III Groundfloor 27800 III 1 2.1 27.500 27.792 33.023 33.779 36.215 30.500 28.788 30.500 30.500 30.500 30.500 30.500 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2.17 26.700 R R R R WORK 01 Stue, terrær 38240 IV Element top 33023 IV Ground level 27792 III Groundfloor 27800 III A B C D E F G H I 1.1 1.5 WORK 01 Stue, terræp 35800 ?WORK 01 Stue, terræp 35800 ? 27.800 29.888 30.500 32.437 33.849 36.215 33.779 33.023 33.682 30.500 29.888 31.524 3.2 3.3 3.4 2 26.700 R R R R R RElement top 33023 IV Ground level 27792 III 1 : 200 North elevation 1 : 200 South elevation 1 : 200 West elevation Elevations Cross section 1st and ground floor plan
  • 9. RESULT: • Project is finished in time with detailed layout. • Building has solar pannels that generate electricity. • There is a big parking plot that is easy accesable. • All expected analysis are made and documented in prpffesional manner. • Construction process is documented in construc- tion time schedule. • Quality assurance is made during each phase and visible mistakes have been corrected. Element drawings, producrion drawings and mounting drawings are made for mounting and production phase. Element drawing Conection detail between two wooden walls Mounting detail between two wooden walls Mounting detail between external wooden wall and foundation
  • 10. SOCIAL HOUSING PROJECT: Subsidized apartment building LOCATION: Lisbjerg CONTRACT TYPE: Turn Key Contract BUDGET: 76 million DKK AREA: 3600 m2 dwellings 200 m2 business area TASK: • To develop schematic design proposal according to brief • Participate with it in public tender organized by building owner. • Make analysis to create the most sutable dwelling design for handicapped people, young people and small families. • Create BIM model according to given areas. • Work as a carpenter and show the installation of green roof. Location plan
  • 11. PROCESS: • Design of building and apartments is made ac- cording to sketches and different proposals in group. • BIM model is made from fi- nal proposal and contiuned durig individual part. • Different analysis were done according to materi- als, sound, daylight and installations. • Construction details are made for the mostb critical points. 24.27 m² Living Area 40 14.69 m² Living Area 41 16.67 m² Kitchen and Dining Area 42 23.66 m² Master Bedroom 43 6.1 m² Entrance 44 15.32 m² Hallway 45 17.45 m² Master Bedroom 46 13.36 m² Kids Bedroom 47 18.24 m² Kitchen and Dining Area 48 6.13 m² Entrance 49 5.12 m² Bathroom 50 1.32 m² Shaft 51 5.02 m² Bathroom 52 1.32 m² Shaft 53 3.65 m² Lift 54 Room Legend No colors defined K01_TXX_H7_EX_N62 1 1 22 33 44 55 6 6 77 88 99 1010 K01_TXX_H7_EX_N6 K01_TXX_H7_EX_N6K01_TXX_H7_EX_N24K01_TXX_H3_EX_N10 BH BI BJ BK BL BM BN BO BP BQ BR BS BT SCHOOL OF TECHNOLOGI PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 50 Lisbjerg - Multi storage apartment building Streight Callout Author 03/09/16 K01_TXX K01_T 1 : 50 03 1 Floor - Callout Streight Longditudinal section Floor plan Dwelling plan
  • 12. RESULT: Project follows EU-normative regulations for subsidized buildings. Energy rules are fulfilled ac- cording to BR15. All needed documentation for tender phase has been produced. INDIVIDUAL PART: • Green roofs are ana- lysed during Detail Phase. • Analysis are made ac- cording to construction, materials, installation of this roof. • Documents for carpen- try side are made. • All needed documenta- tion for tender phase is produced. X 06 Roof + 19170 X AO 250 50 252080220527523 10 12 200 150 118 250 150 952214 SCHOOL OF TECHNOLOGI AND BUSINESS PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 5 Lisbjerg - Multi storage apartment building Green roof slab + internal slab + door Ruta Jurgevica 06/06/16 K01_TXX_HX_EX_N80 AC46-S16 Aarhus K01_TXX_HX_EX_N80 Section 2 - External wooden wall + doors + green roof connection 350 mm external wooden wall - external door + wall construction 70mm studs with rockwool insulation 170 mm load bearing construction studs with rockwool insulation 45 mm stud with rockwool insulation 2x 12.5 mm gypsum board 350.5 mm internal wooden floor slab - 13.5 mm wooden floor finish 2 mm PE foam 22 mm chipboard with UFH pipes 95 mm stud/ insulation construction 220 mm hollow core deck 150 x 250 mm concrete bracket (Spæncom) 493 mm green roof - 25 mm grass layer 20 mm soil 80 mm sand; 100mm gravel; filter Filter layer 23 mm drainage board (waterproof) Bitumen felt 75 mm polyesterene 250 x 118 mmI- beam 50 mm screed 220 mm hallow core deck with 10 mm reinforcement (Spæncom) 250x 118 mm - beam 40 mm polyesterene 150 mm load -bearing internal wall - 100 mm stell support Chipboard Casted concrete 150 x 250 mm concrete bracket (Spæncom) 06 Roof + 19170 X 06 Roof + 19170 X AA 14.837 250 250 50 202080237550220 60 SCHOOL OF TECHNOLOGI AND BUSINESS PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 5 Lisbjerg - Multi storage apartment building Green roof detail + external brick wall down Ruta Jurgevica 03/06/16 K01_TXX_HX_EX_N81 AC46-S16 Aarhus K01_TXX_HX_EX_N81 ction 2 - Green roof connection with brick wall 508mm External wall - Int,L Concrete 150mm - Insulation 250mm - Ext. Brick 108mm 60 mm Beam+ insulation Waterproof membrane Flashing 250 x 145 mm I-beam 40 mm polyesterene Railing 493 mm green roof - 25 mm grass layer 20 mm soil 80 mm sand; 100mm gravel; filter Filter layer 23 mm drainage board (waterproof) Bitumen felt 75 mm polyesterene 250 x 118 mmI- beam 50 mm screed 220 mm hallow core deck with 10 mm reinforcement (Spæncom) 150 mm load -bearing internal wall - 100 mm stell support Chipboard Casted concrete Green roof drainage detail Green roof, external wall and concrete staircase connection detail Green roof and external wall connection detail Green roof, external wall and internal slab connection detail
  • 13. VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: Group: DATE: Bring ideas to life VIA University College Renovation Project - Registration Unnamed Author 09/27/16 I05_F1_H1_N03 Campus TYPE CITY 3D View 1 APARTMENT BUILDING PROJECT: Renovation and extension of tra- dition Danish apartment building from 1921 LOCATION: J. M. Mørksgade 9, Aarhus CONTRACT TYPE: Advisor Project is under development SITUATION: Schematic design proposal is given by architect. I t needs to be cobn- tinued durig design development phase. Needed changed can be made, but only if they are followed by regulations. Existing building need to be renovated according to BR15. Extension has to be built in by backyard side, where new kitchens and bath- rooms are installed and back staircase is teared down.
  • 14. TASK: • To make BIM model of existing building as well as of new extension showing demolished part. • To find requirements for building according to made analysis of construction, energy, statics and regulations. • To make connection details in building and ex- tension. • Continue design development phase by exami- nating more energy solutions so time and money is saved. PROCESS: • Analysis of construction, energy and statics are made. • Regulations according to construc- tion, sound, fire, moisture, u-val- ues and intallations are found. • Connection details are being made. • BIM model is made with existing building, demolished parts and new extension. 4191.27 3288.5 3838.72 3940 2209.5 4318.73 918 678 678 618 1900.5 2970 1666.37 880 678 1939.5 518 1017 678 463.25 1212 750 1068 790 120 646.5 645 182 518 140 1273 730.63 970 1403 1612 2133.63 61 8 71 2. 47 2000.7 3450 11508501450 3740 365.51285.58501450 1091.27 678 470 678 493.5 678 1591 678 1183.75 381 840 678 1751.5 3583.5255.23 10122826.72 3740 35471012 365.77 365.5 5280.5 9258 217085055581012720 4080 916 918 916 7729 9830 Section A - A --- Section B -B --- VIA Buil PROJECT: SUBJECT: DRAWN BY: SCALE: Group: DATE: Bring ideas to life VIA University College 1 : Renovation Project - Registration Basement Floor Karolina Fularczyk 02/16 3 1 : 100 01 Basement Floor UPDN UP Section B-B --- Section C-C --- Section B -B --- A A B B C C D D E E 11 22 33 4144.5 2389.5 3810.5 3939.5 50994491 804 1632 854 4431.5 3306.13 1899 3210 839.51 1274.25 1611.44 2132.39 730 61 8 61 8 1999.56 3690 1102.88 1632 3740 4191 1091.5 5968.42 4909 3740 845 678 1757.5 3829359.5 908.5 1812 920 1411.7510861690.75 2209.5 181 678 491.75 678 180.75 4489 3940 4188.5 678 682 678 518 678 702 70 2 1193 1632 915 623.06 1032 344.5 1667 5280 9258 9830 4080.85 2747.89 7710.26 VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: Group: DATE: Bring ideas to life VIA University College 1 : 100 Renovation Project - Registration Existing - 3rd Floor plan Ruta 09/29/16 I05_F1_H1_N03 3 Campus TYPE CITY 1 : 100 03 1 Floor Floor plan Basement plan Fire analysis Sound analysis Static analysis