Simonas Petrauskas Portfolio by Simonas Petrauskas

SIMONAS PETRAUSKAS PORTFOLIO

Resume

Simonas Petrauskas simonaspetrauskas@gmail.com simonas.dunked.com +45 50 32 73 39 15/06/88

Work experience:

Education: 2013 – 2017 2007 – 2011 2002 – 2006 Language Skills: Lithuanian English Danish Design Skills: Autodesk Revit Autodesk AutoCad Autodesk 3dMax (V-Ray) Microsoft Office Microsoft Project Adobe Photoshop Adobe InDesign Relux References: CEO Archiservice

Archiservice APS, Odense Denmark Interior designer, 3D Visualizer Freelancer interior designer, Lithuania Interior design, Planing and Management Key elements, Norway Interior designer, 3D Visualizer Antonas Bygg, Drammen, Norway Interior and furniture designer Architecture studio “ARTA”, Lithuania Architect assistant Architecture Technologies And Construction Management Bachelor Lillebaelt Academy of Professional Higher Education, Odense, Denmark Interior Design Bachelor Kaunas College, Lithuania Art School •••••••••• •••••••••• •••••••••• • • • • • • • •

• • • • • • • •

Tina Baggessen, +45 26 16 44 56 Tina@archiservice.dk

CEO Key Elements

Jesper Rørbæk, +370 60 13 99 29 jesper@keyelements.eu

Participations:

IBA Hamburg. Factory of Imagination. BIM Aarhus. Sir Richard Branson & Morten Lund

Internship expectations: All activities in all phases related with interior Hobies:

Swimming, Diving, Skiing, Travelling, Ping pong, Movies and Parties

Content

Architecture

Constructing Architecture

Interior Design Furniture Design

Architecture

Faaborg Market Square Role: Architect Type: Invited competition Client: UgeAvisen Faaborg Location: Faaborg, Denmark Achievement: 2nd place in competition Acknowledgements: Dovile Levinskaite and Rytis Gelombickas

Assignement: • Market • Green zone • Water activities • Playground Faaborg town residents found that the city square need`s changes, because of misuse of central market square. Square mainly using for car parking instead of people entertainment center. “UgeAviser” newspaper created architectural contest and conclude the assignment of town residents with needs and complains about the city square. Architectural Idea: • Ships • Masts • Sails • Reflections Faaborg coast inspire for new architectonics city square proposal. Ships dynamically floating on square creating benches, yacht creates the scene and terrace. Masts holds the sails and serve at night as street lights. Sails covers from precipitations and drains to the green zones. Reflections conveyed by new dark and reflective paving on the square. Function: • Market / food, craftsman’s, art, agriculture and flea market. • Scene / concerts, festivals, theater, choir, dance. • Terrace / “Ymerbrønden” sculpture, small events, restaurant. • Relaxation / benches, bonfire and green zone. • Playground / iceberg. • Fountain / reflect the museum ” Faaborg arresten” and serves in winter as ice stage. Faaborg city has long been known as an old market town, so this project proposal will restore the town square the mobile market for local craftsmen, farmers, artists and other multifunctional use. Square is divided in to different spaces and have strong connection to the historical bellower. Square is limited for cars and encourage pedestrian and cycling traffic. Sails are mobile, large sail is mounted only on market or important event days. Marketplaces are mobile.

Surroundings 1 4 Function Existing traffic 2 3 New traffic

Torvegade

Østergade

Tårnegade

Adelgade

Market scenario 1 : 500

Concert scenario

Market plan Free plan

1 : 500

Concert plan Sails roof plan Torvegade

Torvegade

Østergade

Tårnegade

Adelgade

Free scenario 1 : 500

Sails drainage scenario 1 : 500

Odins tower Role: Architect Type: Scyscraper Client: School project, elective subject Partner: Anna Leszmann Size: 56000 mÂ˛ Location: Odense, Denmark

the idea for our study project for the 3rd semester Elective Course in Skyscraper design was to make a green landmark for the city of Odense. The building highest in Denmark and is going to connect two different parts of the city: the harbor- residential, office area, with the cultural center where Hans Christian Andersen Museum and Music House play the biggest role. the problem for the town was that there was no link between the old part of the city and the harbor side, so the municipality came up with the idea of rebuilding the big road which was dividing the town and making the light railway. The important point was also to rebuild the existing object and erect the new ones so they will create a green space in between the city and bring some urban life to the area. The size of the plot, which was dedicated to build the skyscraper was not big and defined the shape of our building. During the site analysis we discovered that this area have the biggest wind load among all building sites. So we thought that maybe we could use the wind, to generate energy which is very common in Denmark. Many of the wind turbines have industrial look, so we thought that we can collect the energy like hay in the fields. For the building to be visible and to serve as a landmark. So we light up the straws with RBG led system and used the monitor for sending a message to all FYN Island. To show how it could look like we chose country flag scenario combined with sustainability symbol for Denmark. The building height is 164 meters and it consists of 41 floors. From the 1st till 5th floor there are located offices, and the floors with the hotel and residential space start from 5th and continue till 40th floor. Each apartment has a green balcony and the balconies are laid out so they alternate, providing protection from the wind and privacy for homes. In the offices we have designed a green canteen with a lot of trees planted. The same situation is on the hotel floors where a glass wall provides a view from the rooms to the green lobby. For our parking we propose to use underground lift car parking system which goes 30 meters in depth and consists of 13 levels below. The three lifts can fit 153 cars and could belong to apartments. Other two lifts can fit 102 cars, could be used for offices.

1950

2015

Material source: http://fragadetilby.dkM

2020

Material source: http://fragadetilby.dk

{3D} Copy 1

MENT

Cafe 150m²

WC 15m²

Lobby 190m²

Cantine

Shop 100m²

Cantine

Shop 35m²

Shop 233m²

Shop 40m²

Ground Floor 1 : 200

4th 1 : 200

Constructing Architecture

EAL Campus

Role: Constructing Architect Type of assignement: School project of 4th semester. Type of building: Education Client: Lillebaelt Academy Location: Odense, Denmark Size: 17.400 m² Group: Simonas Petrauskas, Anna Lezhmann,Paulius Rima, Birgir Ragnarson, Ola Zareba, Anne Leskinen, Victor Bejenaru

The Assignement in 4th Semester is based on the new campus for Lillebaelt Academy, being built at the Wittenborg plot near Odense Harbor. To the meet the goals of the semester, the design method BIM (Building Information Modelling) is used as extensively as possible. The ef-fects of this is described later in this assignment description. One of the primary objectives of the interdisciplinary assignment is to develop and strengthen the student’s skills in the planning and imple-mentation of a 3D and BIM-project, as well as to learn and strengthen the technological skills in order to be able to implement the profes-sional topics from the industry and utilize these in a digital design context. Design Process: • • • •

Project organization (planning and coordinating) Conceptualization (Analysis and demands) Design project (DD1, Authorities) Detail project (DD2)

Chalanges: • 20 people colaboration • BIM modeling • Design solutions

Material source: http://www.henninglarsen.com/projects/1300-1399/1381-lillebaelt-academy.aspx

Project organization.The class functioned as one big architectural studio. We were assigned to design a new building in between existing ones. All building was splited in three blokcs so the class was splited in three groups as well. Our group was responsible for block 2 design. Block 2 have 4 storeys with basement and in total have 7000mÂ˛ of heated floor area.

Block 1

Block 2

Material source: http://www.henninglarsen.com/projects/1300-1399/1381-lillebaelt-academy.aspx

Block 3

Project organization.Every group member was assigned to be a manager of certain activity. My responsibility was to manage BIM model of our building block 2. So we made a group of BIM managers and set up a manual of working method, quality assurance and modeling templates. That was a starting point of the modeling.

1.5.7 ICT Contact List February 1, 2015

2:10 PM

Gridline_model

Aggregate_model

Annotation_model

Architectural_linked_mo del

Technical_Linked_model

Construction_Linked_mo del

Architectural _Block01

Local _file

Architectural _Block02

Architectural _Block03

Local _file

Technical_Bl ock01

Local _file Local _file

Local _file

Technical_Bl ock02

Technical_Bl ock03

Construction _Block01

Local _file

Local _file Local _file

Landscape_model

Local _file Landscape

Local _file Local _file

Local _file

Construction _Block02

Construction _Block03

Local _file Local _file

Guidelines 2. marts 2015

12:17

When a change is required in one of the discipline models the change is to be discussed with in the groups and addressed on the form below. After being approved by a Team Leader or coordinator the form is to be filed in the appropriate sections on the right according to the blocks and disciplines effected by the change being made. Using the Message board in the Administration Logbook a notification is to be written that there has been a change and the information regarding the change has been filed under Model Changes.

Block 1

Block 2

Links to design manual: 1.5.9 BIM Structure 1.5.10 BIM Manual 1.5.11 BIM Spliting the model Link to original drawings: All drawings Static drawings: Statics Link to ventilation drawings: R:\Groupfolders\Afdelinger\BTH\03_Semester_MAT\F_2015\4 _BK_International\02_General\01_School_project \Installationstegninger_PDF\UE_B05.16\C07.1_Plot_PDF Link to old drawings: 4F15_K01_D1_N02 - Tegningsgrundlag Campus_26.01.15

Block 3

Model Changes Information Form FOUNDER NAME:

DATE:

LOCATION OF CHANGE:

GRIDLINE COORDINATES:

WHAT IS THE CHANGE:

SKETCH/SCREEN SHOT

DATE OF APPROVAL:

CHANGED AND APPROVED BY:

Model Changes Page 1

In early conceptualization. phase every group member chose what to analyse further and prepare documentation for client. I chose to design the load bearing structure of the building in relation with suroundet two blocks. Structural chalanges: • Cantilever facade • Cantilever meeting room • Atrium stairs

Heaviest point load of block 2: 2250 Kn

4BKiA03.F15_01_K01_C01.3_N03

4BKIA00 LOAD CALCULATIONS INTERSECTION OF GRIDLINES 12A & E 24.03.2015 Unit

Heigth m

Width Length c/c m m m

Volume/Area Thickness 3 2 m /m m

Weigth density Area load Load width/Height Uniformed load 3 2 kN/m kN/m m kN/m kN/m

Load combination wind Dead Wind

Load combination Design Design load

Roof Snow Roofing Felt (Icopal 500 series) Hard Batts Insulation Hollow Core (spæncom EX270) Installations System ceiling ( Knauf Danogips )

0.006 0.480 0.270

1.000 1.000

0.48 0.27

1.06 0.20

Lantern Skylights

0.72 0.01 0.10 3.71 0.50 0.22

13.7 4.85 4.85 4.85 4.85 4.85

9.86 0.03 0.47 17.99 2.43 1.07

1.50

8.85

13.28

Total dead load

45.12

Total Dead load & snow load on the beam Beam Length to each side of the column

9.86

45.12

9.86

45.12

3.34

48.47

45.12

54.98 Length of Beam

7.20 3.60

Length of Beam

0.015

1.20 0.20 0.00

Total load on the column Total dead load on the column

54.98

7.20 3.60 3.71

3.85

410.18 14.28

0.02 0.02 3.71 0.50 0.50 0.22

6.50 6.50 6.50 6.50 6.50 6.50

0.12 0.11 24.12 3.25 3.25 1.43

4.97 2.50

6.50 6.50

32.27 16.25

348.95

395.89

4 Floor Storey Partition Linoleum (engineers toolbox ) Screed (engineers toolbox ) Hollow Core (spæncom EX 270 ) Partition walls ( Knauf danogips ) Installations System ceiling ( Knauf Danogips )

0.085 0.270

1.000 1.000

0.09 0.27

Total dead load Imposed Load Total Dead load & imposed load on the beam Beam Length to each side of the column

32.27 16.25

32.27

6.24

38.52

32.27 16.25

48.52 Length of Beam

7.20 3.6

Length of Beam

Total load on the column 4 floor Total load on the column Total dead load on the column

48.52

7.20 3.6

3.71

4.25

365.13 775.30 15.77

0.02 0.02 3.71 0.50 0.50 0.22

6.50 6.50 6.50 6.50 6.50 6.50

0.12 0.11 24.12 3.25 3.25 1.43

4.97 2.50

6.50 6.50

32.27 16.25

Kn Kn

277.33 626.27

Kn Kn

349.36 745.25

Kn Kn

3 Floor Storey Partition Linoleum (engineers toolbox ) Screed (engineers toolbox ) Hollow Core (spæncom EX 270 ) Partition walls ( Knauf danogips ) Installations System ceiling ( Knauf Danogips )

0.015 0.085 0.270

1.000 1.000

0.09 0.27

1.20 0.20 0.00

Total dead load Imposed Load Total Dead load & imposed load on the beam Beam Length to each side of the column

32.27 16.25

32.27

5.80

38.07

32.27 16.25

48.52 Length of Beam

7.20 3.6

Length of Beam

Total load on the column 3 floor Total load on the column Total dead load on the column

48.52

7.20 3.6 365.13 Kn 1140.43 Kn 15.77

3.71

4.25

0.02 0.02 3.71 0.50 0.50 0.22

6.50 6.50 6.50 6.50 6.50 6.50

0.12 0.11 24.12 3.25 3.25 1.43

4.97 2.50

6.50 6.50

32.27 16.25

274.13 900.41

Kn Kn

349.36 1094.62

Kn Kn

2 Floor Storey Partition Linoleum (engineers toolbox ) Screed (engineers toolbox ) Hollow Core (spæncom EX 270 ) Partition walls ( Knauf danogips ) Installations System ceiling ( Knauf Danogips )

0.085 0.270

1.000 1.000

0.015

1.20 0.20 0.00

7.20 3.6

Length of Beam

0.09 0.27

Total dead load Imposed Load Total Dead load & imposed load on the beam Beam Length to each side of the column

32.27 16.25

32.27

5.80

38.07

32.27 16.25

48.52 Length of Beam

Total load on the column 2 floor Total load on the column Total dead load on the column

48.52

7.20 3.6 365.13 Kn 1505.56 Kn 15.77

3.71

4.25

0.02 0.02 3.71 0.50 0.50 0.22

6.50 6.50 6.50 6.50 6.50 6.50

0.12 0.11 24.12 3.25 3.25 1.43

4.97 2.50

6.50 6.50

32.27 16.25

274.13 1174.54

Kn Kn

349.36 1443.98

Kn Kn

1 Floor Storey Partition 1 Floor Storey Partition Linoleum (engineers toolbox ) Screed (engineers toolbox ) Hollow Core (spæncom EX 270 ) Partition walls ( Knauf danogips ) Installations System ceiling ( Knauf Danogips )

0.085 0.270

1.000 1.000

0.015

1.20 0.20

7.20 3.6

Length of Beam

0.09 0.27

Total dead load Imposed Load Total Dead load & imposed load on the beam Beam Length to each side of the column

32.27 16.25

32.27

5.80

32.27 16.25

38.07

48.52 Length of Beam

Total load on the column 1 floor Total load on the column Total dead load on the column

48.52

7.20 3.6 366.39 Kn 1871.95 Kn 17.03

3.71

4.59

0.00 0.02 3.71 1.00 0.50 0.22

6.50 6.50 6.50 6.50 6.50 6.50

0.01 0.11 24.12 6.50 3.25 1.43

5.23 2.50

6.50 6.50

33.99 16.25

274.13 1448.67

Kn Kn

349.36 1793.34

Kn Kn

Ground Floor Storey Partition Linoleum (engineers toolbox ) Screed (engineers toolbox ) Hollow Core (spæncom EX 270 ) Partition walls ( Knauf danogips ) Installations System ceiling ( Knauf Danogips )

0.000 0.085 0.000

0.000 1.000 0.000

0.00 0.09 0.00

0.015

0.10 0.20 0.00

7.20 3.6

Length of Beam

Total dead load Imposed Load Total Dead load & imposed load on the beam Beam Length to each side of the column Total load on the column from the Ground floor Total load on the column Total dead load on the column

Point Load Foundation With Characteristic Load

33.99 16.25

33.99

3.13

37.12

33.99 24.38

1.5

50.24 Length of Beam

58.36

7.20 3.6

3.71

4.25

377.46 Kn 2249.42 Kn 15.77

267.25 1715.92

Kn Kn

420.19 2213.53

Kn Kn

L ϒ

Design project. In detail design 1 phase we prepare the documents for outhorities.

Section BB

1.A

2.A

3.A

4.A

5.A

6.A

7.A

8.A

9.A

10.A

11.A

12.A

13.A

14.A

15.A

16.A

17.A

18.A

19.A

100548 33600

66948

300 200

4275

9400

11044

A.0.20 Canteen Kitchen 159 m²

A.0.18 Friday bar 105 m²

A.0.69 A.0.70 Cold storage roomCold storage room 16 m² 16 m² 2150

160 3255 DR 38 9x21M EI30C2

A.0.20 Canteen Kitchen 159 m²

120 3255

160

DR 97 9x21M EI30C2

200

DR 39 9x21M EI30C2

200

(43) BASF Industry slip free 15mm

200

3014 160

8440

4709

A.0.68 Cold storage room 14 m²

DR 92 9x21M (Freezer door) EI30C2

160 1800 100

DR 91 9x21M (Freezer door) EI30C2

100

DR 36 9x21M EI30C2

2746

A.0.17 Canteen 268 pers. 471 m²

A.0.66 Dishwasher room 23 m² 200

5990

29748

14590

A.0.65 DR 40 Depot 10x21M 7 m² EI30C2

3485

200 200

145

5660

13895

A.0.62 Elevator 5 m²

DR 89 18x21M EI60C2

F G H

DR 96 18x21M EI60C2

2800

A.0.60 Exhibition area 141 m²

DR 8 10x21M EI60C2

1500

1470

1500

Section AA

1550

(43) Painted concrete 15mm

A.0.16 Shaft 9 m²

3100 200

A.0.58 Exhibition Area 332 m² 1708

DR 8 10x21M EI60C2

4775

A.0.05 Shaft 10 m²

2195

145 2750 150

2400

1345

DR 57 10x21M EI30C2

3527

A.0.11 Stairs 20 m² Shaft 9 m²

2696

A.0.14 Wind Catcher 47 m²

14337

DR 25 9x21M EI60C2 DR 17 10x21M EI60C2

14617

A.0.10 Modeling Workshop 30pers. 108 m²

7200

A.0.09 Teaching Lab 40 pers. 80 m²

150

A.0.08 Teaching Lab 40 pers. 84 m²

10094

A.0.07 Teaching Lab 40 pers. 83 m²

A.0.06 Kitchen Lab 89 m²

6670

4429

13882

4800

A.0.23 Kitchen toilet 4 m²

100

EI30C2

DR 90 9x21M (Freezer door) EI30C2

245

100 2400

100

7955 145 200 3100

A.0.04 Stairs 21 m²

3015

DR 97 18x21M EI30C2

13600

A.0.61 Elevator 5 m²

DR 27 9x21M EI2 30-C

200

3480

3000 145

4046

2590

900 47448

2400 7200

36948

145

DR 95 9x21M (Freezer door) EI30C2

100 2700

A.0.73 A.0.21 Kitchen Storage Vegetable storage A.0.19 DR 9412 m² 15 m² 9x21M Kitchen office EI30C2 DR 93 10 m² 9x21M

DR 35 9x21M EI30C2

A.0.24 Shaft 3 m²

285

1800

A.0.22 Kitchen storage 11 m²

A.0.67 Freezer room 17 m²

A.0.03 Chemical Depot 24 m² 9500 A.0.02 Preparation Room 34 m²

DR 7 10x21M EI60C2

100 640

DR 26 9x21M EI2 30-C

B 1500

DR 34 9x21M EI60C2

200 300

7200

17356

A.0.52 Cleaning room 9 m²

DR 24 9x21M EI2 30-C

7200

2675 100 1550

7500

8400

200 3100

4480

145

2900 200

A.0.47 Shaft 4 m² DR 25 9x21M EI2 30-C

3300

100

1500

14475 3900

A.0.43 Fuse box 4 m²

Toilet Forum 13 m²

(43) Linolium floors 15mm

1400

3900

100

925

A.0.53 Chemical Lab 40 pers. 205 m²

10056

3900

145

150

20350

A.0.01 Micro Lab 40 pers. 194 m²

F G

145

8550

3300

D Section AA

A.0.33 Server room 9 m²

1400

2700

3800

2110

7200

A.0.32 Stairs 20 m²

150 DR 77 9x21M EI30C2

A.0.29 Auditorium 150pers. 208 m²

2990

574

12646

DR 76 9x21M EI30C2

3300

200

10500

2860

A.0.66 Elevator 6 m²

5550

19140 A.0.27 Friday bar 28 m²

100 DR 73 18x21M EI30C2

A.0.31 Workshop 30pers. 62 m²

7000

8850

1961

9910

3300

574

3300

200

2700

300 200

7200

300

8400

1800

7200

100 2800

7200

1800 100 2150100 1350

3600

1450 3100

7200

1400 7165

145

8235

145

8300

145

7950

145

7771

3100 200

1400

150

26295

L 2100

L M

M 72032

1.A

2.A

3.A

4.A

5.A

6.A

28516

7.A

8.A

9.A

10.A

11.A

12.A

13.A

14.A

15.A

16.A

17.A

18.A

19.A

Section BB

(22) Lighweight gypsum wall 145mm 25 mm gypsum 2x layers 95 mm insulation/steel structure 25 mm gypsum 2x layers

0. Ground Floor_DD1 1 : 200

(21) EXTERIOR Glass facade wall 50mm 50 mm prefabricated glass/frame

(22) Freezer insulation wall 65 mm (<-18) 2.5 mm aluminium 60 mm polystyrene 2.5 aluminium

(22) Freezer insulation wall 85 mm (<-18) 2.5 mm aluminium 80 mm polystyrene 2.5 aluminium

(22) Acoustic panel wall auditorium 290 mm

(22) Prefabricated concrete wall 150mm

15 mm Wooden panels 75 mm Insulation with studs 200 mm Insulation

150 mm concrete

(22) Prefab concrete column 420mm x 420mm concrete column

(21) Aluminium facade small corrugation 580 mm U-value 0,15 W/(m²K) 80 mm Aluminium 300 mm Insulation lambda 0.034 200 mm lightweight concrete

Authorities Project (22) Single glazed wall 15 mm 15 mm prefabricated glass/frame

(22) Lightweight aggregate 100 mm 100 mm lightweight aggregate

(22) Lightweight aggregate 200mm 200 mm lightweight aggregate

(21) Brick facade wall 574mm U-value 0,14 W/(m²K) 108mm Brick/mortar 21mm Air 245mm Insulation lambda 0,037 200mm lightweight concrete

Project

EAL EAL CAMPUS Matr. nr. Subject

Ground Floor Plan

Group Drawn Control Date Scale

4BKiA00 4BKiA 4BKiA 04/24/15 As indicated

Document number

A2.2

Section BB

1.A

2.A

3.A

4.A

5.A

6.A

7.A

8.A

9.A

10.A

11.A

12.A

13.A

14.A

15.A

16.A

17.A

18.A

19.A

100548 33600 7200

3600

66948

7200

8400

7200

2700

3300

8850

5550

3300

2700

3900

3300

8400

7200

2400

3300

10290

145

10287

145

Handicap Toilet DR 29 1 18x21M EI30C2 5 m²

A.1.18 Electrical Plant 48 pers. 99 m² A.1.19 Electronics depot 20 m²

15mm A.1.32 Depot 8 m²

2040

DR 28 1850 x 2100 (B1) EI60C□ - ABDL

3300

A.1.86 Toilet - fore room 17 m²

A.1.71 Study Lounge 7 m²

A.1.59 Boardroom 3 m²

A.1.72 Elevator 5 m²

145 3600

A.1.70 Library 160 m²

Skylight - Sprinkled

1500

A.1.66 Stairs 21 m²

A.1.57 Classroom 24 pers. 50 m²

A.1.56 Classroom 46 pers. 92 m²

Section AA

DR 10 10x21M EI60C2

I J

4800

1830

2040

150

DR 29 1850 x 2100 (B1) EI60C□ - ABDL

A.1.58 Classroom 39 pers. 67 m²

1510

A.1.88 Corridor 12 m²

A.1.65 Shaft 9 m²

A.1.72 Study Lounge 7 m²

A.1.69 Study Lounge 12 m²

(43) Linolium floors 15mm

DR 64 10x21M EI2 60C

800

A.1.107 Project room 6 pers. 16 m²

3585

A.1.13 Shaft 10 m²

2500 145

A.1.70 Hall 155 m²

DR 9 10x21M EI60C2

F G

A.1.87 Toilet - fore room 13 m²

4000

2400

1345

I J

A.1.14 Stairs 21 m²

A.1.95 Project room 15 m²

A.1.60 IT Technical 5 m²

3533

1500

7200

36948

A.1.67 Project room 6 pers. 17 m²

D A.1.55 Classroom 40 pers. 84 m²

A.1.96 Meeting room - leadership/management 15 m²

A.1.92 A.1.93 Cleaning room Local depot 6 m² 6 m²

A.1.73 Elevator 5 m²

2500

8240

A.1.68 Project room 6 pers. 17 m²

3583

900 2400

47448

A.1.15 Classroom_01 25 pers. 60 m²

A.1.54 Classroom 46 pers. 94 m²

DR 61 10x21M EI2 60C

A.1.82 Meeting 1 pers. 31 m²

A.1.74 Study Lounge 9 m²

DR 28 9x21M EI30C2

145

3900

1460

A.1.53 Classroom 40 pers. 82 m²

29748

Toilet (43) Tile 17 m²

A.1.52 Classroom 33 pers. 83 m²

1695

A.1.51 Corridor 14 m²

A.1.110 Meeting 3 pers. 10 m²

2468

A.1.17 Classroom_03 48 pers. 101 m²

A.1.111 A.1.109 Print Front Office 1 pers. 6 m² 9 m²

3114

9716

3900

A.1.16 Classroom_03 48 pers. 100 m²

B 1375

DR 15 9x21M EI60C2

DR 13 10x21M EI60C2

2330

DR 26 9x21M EI30C2

F G

A.1.112 Front Office 1 pers. 9 m²

A.1.40 IT Technical 9 m²

A.1.39 Shaft 10 m²

12273

A.1.45 Front Office 7 pers. 102 m²

1935

1400

7200

DR 16 10x21M EI60C2

A.1.50 Stairs 21 m²

A.1.49 Shaft 9 m²

A.1.48 Student administration office 4 pers. 26 m²

1595

10500

A.1.43 Leadership/Management 1 pers. 29 m²

A.1.41 Stairs 20 m²

Section AA

A.1.47 Student administration office 4 pers. 36 m²

1900

1500

A.1.44 Student administration office 1 pers. 17 m²

1420

3300

A.1.42 Student counselor office manager 4 pers. 29 m²

A.1.11 Classroom_02 39 pers. 83 m²

A.1.10 Classroom_02 39 pers. 84 m²

A.1.09 Classroom_02 39 pers. 89 m²

DR 18 10x21M EI60C2

A.1.07 Librarian Office 2 pers. 20 m²

A.1.06 Meeting 8 pers. 25 m²

DR 19 9x21M EI60C2

A.1.05 Stairs 21 m²

A.1.03 Classroom 39 pers. 82 m²

A.1.46 Shaft 9 m²

14356

A.1.01 Library 70 m²

2848

A.1.12 Classroom_03 45 pers. 91 m²

7200

12705

A.1.02 Building Lab 21 pers. 43 m²

1400

L 2100

L M

72032

1.A

2.A

3.A

4.A

5.A

6.A

28516

7.A

8.A

9.A

10.A

11.A

12.A

13.A

14.A

15.A

16.A

17.A

18.A

19.A

Section BB (22) Lighweight gypsum wall 145mm (22) Prefabricated concrete wall 150mm 150 mm concrete

25 mm gypsum 2x layers 95 mm insulation/steel structure 25 mm gypsum 2x layers

(21) EXTERIOR Glass facade wall 50mm 50 mm prefabricated glass/frame

(21) Aluminium facade small corrugation 580 mm U-value 0,15 W/(m²K) 80 mm Aluminium 300 mm Insulation lambda 0.034 200 mm lightweight concrete

Authorities Project 1. Floor_DD1 1 : 200

(22) Single glazed wall 15 mm

(22) Prefab concrete column

15 mm prefabricated glass/frame

420mm x 420mm concrete column

(22) Lightweight aggregate 100 mm 100 mm lightweight aggregate

(21) Brick facade wall 574mm U-value 0,14 W/(m²K) 108mm Brick/mortar 21mm Air 245mm Insulation lambda 0,037 200mm lightweight concrete

Project

EAL EAL CAMPUS Matr. nr. Subject

First Floor Plan

Group Drawn Control Date Scale

4BKiA00 4BKiA 4BKiA 04/24/15 As indicated

Document number

A2.3

Section BB

1.A

4.A

5.A

6.A

7.A

8.A

9.A

10.A

11.A

12.A

3000 50 700

22240

3.A

13090

4590

DR 13 9x21M EI30C2

2 (35) Suspended acoustic panels 50 mm

1. Floor

DR 28 9x21M EI30C2

1 (35) Acoustic panels under deck 35 mm DR 68 9x21M EI30C2

-1. Basement Level -4250

19.A 5

Roof level

4. Floor

3. Floor

2. Floor

1. Floor

0. Ground Floor

-1

-1. Basement Le

22240

17340

13090

DR 16 10x21M EI60C2

3845

18.A

DR 13 10x21M EI60C2

DR 40 10x21M EI30C2

DR 97 18x21M EI30C2

DR 38 18x21M EI30C2

DR 37 18x21M EI30C2

8840

DR 64 10x21M EI2 60C

DR 97 9x21M EI30C2

4590

DR 36 9x21M EI30C2

405

0. Ground Floor

17.A

50 780

8840

16.A

420 405 3015 50 780

DR 87 9x21M EI30C2

2. Floor

15.A

DR 23 10x21M EI60C2

420 3000 50 780

3. Floor

3000

17340

14.A

DR 27 10x21M EI60C2

3015 50 1120 405 1215

4. Floor

13.A

820

Roof level

2.A

DR 35 18x21M EI30C2

-1

-4250

(21) Aluminium facade small corrugation 580 mm U-value 0,15 W/(m²K)

Section BB

80 mm Aluminium 300 mm Insulation lambda 0.034 200 mm lightweight concrete

Section AA_DD1

F G

Section AA

(21) Basement concrete wall 450mm U-value 0,14 W/(m²K)

1 : 200

250 mm rigid insulation lambda 0,038 200 mm concrete prefabricated element (21) Brick facade wall 574mm U-value 0,14 W/(m²K)

Roof Roof level level5

4. Floor 4. Floor4

22240 22240

5 Roof Roof levellevel

4 Floor 4. 4. Floor

22240 22240

(21) EXTERIOR Glass facade wall 50mm

DR 127 9x21M EI30C2

17340 17340

108mm Brick/mortar 21mm Air 245mm Insulation lambda 0,037 200mm lightweight concrete

17340 17340

50 mm prefabricated glass/frame

(22) Lightweight aggregate 100 mm

3. Floor 3. Floor3

3 Floor 3. 3. Floor

2. Floor 2. Floor2

2 Floor 2. 2. Floor

1. Floor 1. Floor1

1 Floor 1. 1. Floor

13090 13090

100 mm lightweight aggregate

(22) Lighweight gypsum wall 145mm

8840 8840

88408840

25 mm gypsum 2x layers 95 mm insulation/steel structure 25 mm gypsum 2x layers

50 820

(22) Prefab concrete column

4590 4590

420mm x 420mm concrete column

45904590

(22) Single glazed wall 15 mm 15 mm prefabricated glass/frame

0 0

7565

0. Ground 0. Ground Floor Floor0

0 Ground 0. 0. Ground Floor Floor 0

(23) Partition floor 405 mm DR 7 9x21M EI60C2

-1.-1. Basement Basement Level Level-1 -4250 -4250

DR 115 9x21M EI30C2

-1

Section AA

Section BB_DD1 1 : 200

85 mm Screed 320 Hollow core slab

-1 Basement -1. -1. Basement Level Level -4250-4250

Authorities Project Project

EAL EAL CAMPUS Matr. nr. Subject

Section AA & Section BB

Group Drawn Control Date Scale

4BKiA00 4BKiA 4BKiA 04/24/15 As indicated

Document number

A2.8

22.240

Escape

13.940

Escape

0.100

01_North_DD1 1 : 200

22.240

Escape

02_East_DD1 1 : 200

Escape

13.940

0.100

Authorities Project Project

EAL EAL CAMPUS Matr. nr. Subject

North & East Elevations

Group Drawn Control Date Scale

4BKiA00 4BKiA 4BKiA 04/24/15 1 : 200

Document number

A2.9

Detail project was individual and last part of the project. Assignement was to prepare documents for tendering. I chose to analyse and design atrium stairs which conects three storeys. Chalanges: • Static solutions • Instalation • assembly Result: • Stairs of 11 precast concrete elements

Section

Instalation

600

357

280

Stud bolt 1300mm long 20mm Ă&#x2DC;

Silicon fill

50mm Ă&#x2DC; opening for steel rebar. After element instalation concrete poured in.

Expantion tape 100x10mm Elastic Leveler 20mm

Elastic leveler 20mm Expantion tape 95x10mm

170

Vinyl surface 4mm Vinyl glue 1mm Screed 95mm Stairs beam - cast on site concrete 320mm (Steel rebars placement and thicknesess acording to enginers calculations) PAROC FPS 17 - 25mm 2x layers Insulation screws 300mm c/c HVAC air gap 754mm

280

15 20 15

80 20 100

Cast in floors steel plate with thred for stud bolt.

320

25 25

100

170

PEIKKO delta beam D32-400 Holowe core slab 320mm (Beam rebar cast in) Construction timber 45x150mm PAROC soft insulation 150mm/ Construction timber 45x150mm 600mm c/c

150

Precast stairs Type 1 Rubber damper Gap filler Plywood batton 100x35mm Expantion tape 100x10mm Plywood baton 50x15mm Acoustic MDF plate 15mm (Ash vanner surface) Gypsum board painted 13mm (white mat smooth)

Detail design 2 Project

EAL EAL campus Matr. nr. Subject

Asembly detail 1

Group Drawn Control Date Scale

4BKi3 Simonas P. Birgir R. 21/05/2015 1:5

Document number

K01_C13_H5_N04

Prints and advertisments Role: Constructing Architect Type of assignement: School project of 4th semester Type of building: Office and production Client: Prints and advertismen Location: Odense, Denmark

Size: 2000 m² Group: Simonas Petrauskas, Adam Lubas, Mike Kepke The Assignement. Prints and Advertisements Ltd. is a company specialising in design, reprographic services and printing of promotional products and magazines. Their business has been growing during the last few years; therefore, they require more space for both administrative and production activities. Furthermore, the building must be organised in such way that fulfils the functional requirements for the different facilities like administration, production, storage and logistics. The building must be flexible and easily extended when necessary. The design should allow a possibility of future expansion of the production area of least 250 m2. It is important that the building is constructed by the use of prefabricated building components.Cost efficiency and short erection time is of a great importance.

Design Process: • • • •

Scheme design Detail design 1 (Authority application) Detail design 2 Production & instalation

Chalanges:

• Daylight conditions • Production & instalation •

Scheme design • Room analyzes • Reverberation calculations

BETTER BUILT 3BKiA08_01 VENTILATION CALCULATIONS

1500 Section 3

(00)_Roof plan

V ?

(01)_Roof administration

IV ?

(02)_1.Floor

III ?

(03)_Ground Floor

II ?

9900

8800

1400

ROOM NAME:

USE

M²

A001 A002 A003 A004 A005 A006 A007 A008 A009 A010 A011 A012 A013 TOTAL ADMIN. GROUND L/S

DIRECTOR ECONOMY & PURCHASING SECRETARY CORRIDOR MEETING ROOM SERVER ROOM FOYER DESIGN OFFICE CLOAKROOM CORRIDOR WC WC DESIGN MANAGER

32 63 10 9 14 8 75 102 12 8 3 5 21

1 4 1 0 6 0 0 6 0 0 0 0 1

3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5

1 0,7 1 0,7 0,7 0,7 0,7 0,7 0,7 0,7 0,7 0,7 1

7 7 7 7 7 7 7 7 7 7 7 7 7

7 28 7 0 42 0 0 42 0 0 10 10 7

35,5 58,1 13,5 6,3 30,8 5,6 52,5 92,4 8,4 5,6 2,1 3,5 24,5

35,5 58,1 13,5 6,3 42 5,6 52,5 92,4 8,4 5,6 10 10 24,5 364,4

1 2 1 1 1 1 2 3 2 2 2 2 1

35,5 29,05 13,5 6,3 42 5,6 26,25 30,8 4,2 2,8 5 5 24,5

2 2 1 1 1 1 2 3 2 2 2 2 1

17,75 29,05 13,5 6,3 42 5,6 26,25 30,8 4,2 2,8 5 5 24,5

150,37 136,03 92,73 63,35 163,56 59,72 129,30 140,06 51,72 42,23 56,43 56,43 124,92

106,33 96,19 65,57 44,79 115,65 42,23 91,43 99,04 36,57 29,86 39,90 39,90 88,33

86,82 78,53 53,54 36,57 94,43 34,48 74,65 80,87 29,86 24,38 32,58 32,58 72,12

A020 A021 A022 A023 A024 A025 A026 A027 A028 A029 TOTAL ADMIN. FIRST L/S TOTAL ADMININSTRATION L/S

SHOWROOM MEETING ROOM MEETING ROOM CORRIDOR ARCHIVE CANTEEN PANTRY CORRIDOR WC WC

46 31 31 20 8 103 12 6 5 5

0 12 12 0 0 20 0 0 0 0

3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5

0,7 0,7 0,7 0,7 0,7 0,7 0,7 0,7 0,7 0,7

7 7 7 7 7 7 7 7 7 7

0 84 84 0 0 140 0 0 10 10

32,2 63,7 63,7 14 5,6 142,1 8,4 4,2 3,5 3,5

32,2 84 84 14 5,6 142,1 8,4 4,2 10 10 394,5 758,9

1 2 2 1 2 4 2 2 2 2 2

32,2 42 42 14 2,8 35,525 4,2 2,1 5 5 197,25

1 2 2 1 2 4 2 2 2 2 2

32,2 42 42 14 2,8 35,525 4,2 2,1 5 5 197,25

143,21 163,56 163,56 94,43 42,23 150,42 51,72 36,57 56,43 56,43 354,45

101,27 115,65 115,65 66,77 29,86 106,37 36,57 25,86 39,90 39,90 250,64

82,68 94,43 94,43 54,52 24,38 86,85 29,86 21,12 32,58 32,58 204,64

6 11 4 24 13 2 8 28 19

0 0 0 1 0 0 0 0 0

3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5 3,5

0,7 0,7 0,7 1 0,7 0,7 0,7 0,7 0,7

7 7 7 7 7 7 7 7 7

0 0 10 7 40 0 20 60 0

4,2 7,7 2,8 27,5 9,1 1,4 5,6 19,6 13,3

4,2 7,7 10 27,5 40 1,4 20 60 13,3 170,8

2 2 2 1 2 2 2 2 2

2,1 3,85 5 27,5 20 0,7 10 30 6,65

2 2 2 1 2 2 2 2 2

2,1 3,85 5 27,5 20 0,7 10 30 6,65

36,57 49,52 56,43 132,35 112,87 21,12 79,81 138,23 65,08

25,86 35,02 39,90 93,58 79,81 14,93 56,43 97,75 46,02

21,12 28,59 32,58 76,41 65,16 12,19 46,08 79,81 37,58

Tegning

CORRIDOR K09_H1_N03 CLEANING

2580

260

5000

Section 1

720

Scheme design • Ventilation plan • Ventilation calculations • Ventilation 3D

P02 P03 P04 P05 P06 P07 P08 P09 P10 TOTAL PRODUCTION L/S

Total Flow 1295 L/S

WC PRODUCTION MANAGER CHANGING_FEMALE FORRUM WC CHANGING_MALE TECHNICAL ROOM TOTAL L/S

NR. OF PERSONS

L/S PER PERSON

MAIN DUCTS 1300 1,3

L/S M³ AREA MM² MIN M/S MAX M/S

6 9

216666,67 MM² 144444 MM²

PIPE DIMENSION 6 M/S 9 M/S

525,37 428,96

MM DIAMETER MM DIAMETER

L/S PER M²

MIN. L/S PER PERSON

MIN. VALUE_ L/S

CALC. VALUE_L/S

TRUE VALUE_L/S

# OF SUPPLY VENT.

L/S PER DIFFUSER

# OF EXTRACT VENT.

L/S PER DIFFUSER

SUPPLY Ø FOR2 M/S

SUPPLY Ø FOR 4 M/S

SUPPLY Ø FOR 6 M/S

PIPE DIMENSIONS 100MM 125MM 160MM 200MM 250MM 315MM 335MM 400MM

BRANCH DUCT L/S M³

80 0,080

AREA MM² MIN M/S MAX M/S

4 6

20000 MM² 13333,33 MM²

PIPE DIMENSION 4 M/S 6 M/S

159,62 130,33

MM DIAMETER MM DIAMETER

CONNECTION DUCT L/S M³

80 0,08

AREA MM² MIN M/S MAX M/S

2 4

40000 MM² 20000,00 MM²

PIPE DIMENSION 2 M/S 4 M/S

DETAIL DESIGN Project

Prints & Adverticements HVAC Matr. nr. Subject

Section 3D Render

225,73 159,62

MM DIAMETER MM DIAMETER

Format A2 Group 3BKiA08.E14 Drawn MJK Control SP Date 11/30/14 Scale 1 : 100 Document number

K09_H1_N03

Elevation 4 (mechnical)

Tegning

K09_H1_N01

K Section 3

77 10.0 L/s (36 m³/h)

H G 24 29.5 L/s (106 m³/h)

55 29.1 L/s (105 m³/h)

27 5.6 L/s (20 m³/h)

E 23 529.0 L/s (1904 m³/h)

56 29.1 L/s (105 m³/h)

54 42.0 L/s (151 m³/h)

D 28 6.3 L/s (23 m³/h) 57 6.3 L/s (23 m³/h)

13 35.5 L/s (128 m³/h)

59 13.5 L/s (49 m³/h) 58 35.5 L/s (128 m³/h)

30 13.5 L/s (49 m³/h)

76 10.0 L/s (36 m³/h)

60 5.6 L/s (20 m³/h)

Smoke Damper

12 42.0 L/s (151 m³/h)

61 24.5 L/s (88 m³/h)

72 20.0 L/s (72 m³/h)

44 10.0 L/s (36 m³/h)

68 45 46 47 30.0 L/s 15.0 L/s 15.0 L/s 15.0 L/s (108 m³/h) (54 m³/h) (54 m³/h) (54 m³/h) 70 20.0 L/s (72 m³/h)

48 15.0 L/s (54 m³/h) Section 2

69 30.0 L/s (108 m³/h)

Smoke Damper

51 10.0 L/s (36 m³/h)

Smoke Damper

71 20.0 L/s (72 m³/h)

49 10.0 L/s (36 m³/h)

67 13.5 L/s (49 m³/h)

53 26.3 L/s (95 m³/h)

108 10.0 L/s (36 m³/h) 75 24.5 L/s (88 m³/h) 62 10.0 L/s (36 m³/h)

66 10.0 L/s (36 m³/h)

Section 2

109 13.5 L/s (49 m³/h)

50 10.0 L/s (36 m³/h)

52 15.6 L/s (56 m³/h) 32 24.5 L/s (88 m³/h)

35 30.8 L/s (111 m³/h)

9 30.8 L/s (111 m³/h)

36 30.8 L/s (111 m³/h)

10 30.8 L/s (111 m³/h)

40 41 42 43 15.0 L/s 15.0 L/s 10.0 L/s 10.0 L/s (54 m³/h) (54 m³/h) (36 m³/h) (36 m³/h)

37 30.8 L/s (111 m³/h)

11 30.8 L/s (111 m³/h)

21 24.5 L/s (88 m³/h)

DETAIL DESIGN Elevation 3 (mechnical)

Project

Matr. nr. Subject

Ground Floor Ventilation

Section 3

Prints & Adverticements HVAC

Format A2 Group 3BKiA08.E14 Drawn MJK Control SP Date 11/30/14 Scale 1 : 100 Document number

K09_H1_N01

S • •

Scheme design â&#x20AC;˘ Component analysis â&#x20AC;˘ assemly analysis

Detail design 1 • Severs & drainage site plan

D •

0 PV

CM IN. 15

o/oo

CM IN. 15

o/oo

OPE

11 SL

0 PV

OPE

CM IN. 15

6 o/oo

OPE

8 9

o/oo

SL OP E

0 PV

PV C

MIN .

0 PV

CM IN. 15

11 12

o/oo

OPE

0M M

.36

L/S

H G F

1 2 3 4

17 18

J I

19 20 21

D C

VE SP NT IL

AT ED

A Bru sBru s Brus

Brus

Tegning

PV CM IN.

o/oo

SLO PE

o/oo

SL OPE

K01_H1_005 L/S

,8 15 OPE SL

o/oo

IN. 15

SLO PE

PV CM IN. 15

PV CM

-157 5m

11 m 0 PV BO CM AS TT IN. DE SUM OM 20 SIG ED ELE o/oo N FL FL SL VA OWOW O OPE TIO OF F 24 2.4 L/ N L/S S

BO TT OM

ELE

VA TIO N

o/oo

OPE

21 37

L/S 16 0M M

L/S 25 0M M

L/S 16

0 PV CM

IN. 15

8,8

14 ,8

L/S 31 5M M

L/S

IN DE PT HA TT HIS TIO PO NE INT LE VA TIO NO F 29 40 M

CO NN EC

PV CM IN. 15

28 40 MM

16 0M M

LEGEND PV CM

IN. 15

o/oo

SLO PE

Drainage Water Sewage

20 91 MM CO NN EC

Perimeter Drainage DE PT HA TT HIS

Sand Trap Chamber

TIO PO INT NE LE VA TIO NO F3 46 0M

Inspection Chamber

Surface Drain with Sand Trap

Floor surface drain

3BKiA08 Project

EAL 3. sem Prints and Advertisements Scale 1:100

Matr. nr. Subject

Ground_Drainage

Format A1 Group 3BKiA08 Drawn MJK Control AL Date 10/05/14 Scale As indicated Document number

K01_H1_005

Detail design 1 â&#x20AC;˘ Fire strategy

Detail design 2 • Floor plans • Site plan

North arrow N Main entry Building access Emergency assembly

598 2

Threes

Grass

Grass paving tiles Future expantion zone Boundary line

Disabled parking

845 4

682 3

6°

-1. 200

Pro duc tion

Ha ll

Tegning

985 3

Ad min istr atio n

K01_H1_001

158 34

616 2

600

Prints & Advertisements Emil Neckelsmanns Vej 11 Matrikel # 10S Local Plan EA Total Plot Area 9000 m² Production Hall 900 m² Administration 755 m² Future Expansion 250 m² Bicycle & Recycle Shed 58 m² Allowed Area -10 m² Total Area 1953 m² 1953 x 100 / 9000 Plot Ratio 21,7 % Production Hall 739m² x 8,5m = 6281,5 m³ Administration 404,7m² x 7,4m = 2994,78 m³ Future Expansion 250m² x 8,5m = 2125 m³ Bicycle & Recycle Shed 58m² x 2m = 116 m³ Total M³ 11520,28 m³ Max. Allowed M³ 4m³ x 9000m² = 36000 m³ 11520,28 x 100 / 36000 Percentage of Max. 32 %

3BKiA08 Project 600

EAL 3. sem Prints and Advertisements Matr. nr. Subject

SCALE 1:200

Site

Format A1 Group 3BKiA08 Drawn SP Control MJK Date 10/05/14 Scale As indicated Document number

K01_H1_001

Detail design 2 • Sections • Elevations Cross section B-B

Cross section C-C

H G

(01)_Roof administration

9900

K01_H5_001

21.843

65 349

8800

1400

22.982

(00)_Roof plan

K01_H5_002

2600

3924

(33) 22mm Solid Wood Ash Parquet 63mm x 40mm Kerto Joists 50mm Adjustment Wedges 45mm Mineral Wool Sound Insulation

K01_H5_003 (35) TroldTekt Steel Suspended Ceiling System 30mm Mineral Wool Sound Insulation 35mm TroldTekt Ceiling Plates

1400

(33) 22mm Solid Wood Ash Parquet 63mm x 40mm Kerto Joists 50mm Adjustment Wedges 45mm Mineral Wool Sound Insulation DPM

14.620

K01_H5_005

(33) Polished and Sealed Surface

2580

D 28 EI2_30C 9M

3748

65 3305

2585

(03)_Ground Floor

860

900

280

18.200

K01_H5_006

496

III

720

5000

7524

(02)_1.Floor

(33) 15mm Tile Flooring 60mm Screed Layer 16mm Svanehaleplader 10mm Sound Absorption Strips 45mm x 45mm Laths

439

D 45 EI2_30C 9M

4066

(35) 15mm Tile Flooring

K01_H5_008

K01_H5_007

(04)_Foundations

Cross section B-B

LEGEND

Cross section C-C

(27) Skandek SD 600 Element 686mm 0,08 W/m²k 2 Layers of Bitumen Felt 30mm Min. Hard Insulation Batts for Slope Underlay Felt 18mm Steel Trapez Plates Skandek Steel Beam System 600mm Mineral Wool Lambda 0,037 Diffused DPM 40mm Fire Mineral Wool Batts Black Felt Filter 18mm Steel Trapez Plates With 33% Perforation For Sound Absorption (27) Prefabricated Roof Element 486mm 0,087 W/m²k 18mm T&G Plywood 417mm x 95mm Posi Joists From Palsgaard 195mm Mineral Wool Flex Batts Lambda 0,037 220mm Mineral Wool Flex Batts Lambda 0,037 Diffused DPM ( SQA Icopal Ico Vario) 100mm x 25mm Laths at 300 c/c 2 Layers of Classic One Danogips

(23) Prefabricated Wooden Floor Partition Element 289mm 18mm T&G Plywood 221mm x 95mm Posi Joist From Palsgaard 95mm Mineral Wool Flex Batts For Sound 100mm x 25mm Laths at 300 c/c 2 Layers of Classic One Danogips (23) Prebricated Concrete Element 280mm 100mm Cast Insitu Concrete with Polished Finish 180mm Hollow Core Concrete Element

Tegning

K01_H3_001

(22) Aerated Concrete Elements 100mm

(22) Gypson Wall 120mm 2 Layers of Classic One Danogips 70mm Steel Studs at 450 c/c 45mmMineral Wool Flex Batts Lambda 0,037 2 Layers of Classic One Danogips

Cross section A-A

(22) Prefabricated Concrete Element 120mm

(00)_Roof plan

(01)_Roof administration

9900

(22) Prefabricated Concrete Element 150mm

(21) Wooden Element 366mm 0,143 W/m²k 10mm Cembrit Plan Compasite Board 25mm Pressure Treated Battons 15mm Gipson Wind Board 245mm x 45mm T1 Studs at 600 c/c 245mm Mineral Wool Flex Batts Lambda 0,034 DPM 70mm x 45mm Laths at 450 c/c 45mm Mineral Wool Flex Batts Lambda 0,034 2 Layers of Classic One Danogips

22.830

(21) Concrete Sandwich Wall 420mm 0,134 W/m²k 150mm Concrete Element 200mm Hard Batt Insulation Lambda 0,034 70mm Concrete Facade Element 3924

8800

(13) Terrain Deck 630mm 0,095 W/m²k 80mm Screed Layer 100mm Reinforced Cast Insitu Concrete 150mm Polystrene Lambda 0,036 150mm Polystrene Lambda 0,036 150mm Capillary Layer

(04)_Foundations

D 56 9M

(33) 22mm Solid Wood Ash Parquet 63mm x 40mm Kerto Joists 50mm Adjustment Wedges 45mm Mineral Wool Sound Insulation DPM

(35) 15mm Tile Flooring

150

(03)_Ground Floor

(35) TroldTekt Steel Suspended Ceiling System 30mm Mineral Wool Sound Insulation 35mm TroldTekt Ceiling Plates

2580

3750

D 99 9M

1400

(13) Terrain Deck 550mm 0,095 W/m²k 100mm Cast Insitu Reinforced Concrete 150mm Polystrene Lambda 0,036 150mm Polystrene Lambda 0,036 150mm Capillary Layer

18.200

(33) Polished and Sealed Surface

280

III

5000

655

(02)_1.Floor

(13) Terrain Deck 630mm 0,095 W/m²k 150mm Double Reinforced Cast Insitu Concrete 150mm Polystrene Lambda 0,036 150mm Polystrene Lambda 0,036 150mm Capillary Layer

14.615

(12) Leca Thermo Block 330mm

(12) Combination Foundation 250 mm 150mm Cast Insitu Concrete 100mm Polystrene 0,034 W/mk (12) Leca Block Foundation 150mm

Cross section A-A (12) Cast Insitu Concrete Foundation 460mm

(12) Cast Insitu Concrete Foundation 250mm

3BKiA08

Project

EAL 3. sem Prints and Advertisements Subject

Sections

SCALE 1:100

Format A1 Group 3BKiA08 Drawn MJK Control SP/AL Date 05/10/14 Scale As indicated

Matr. nr.

Document number

K01_H3_001 23.100

22.000

20.412 Rescue Opening

Rescue Opening

18.600

Rescue Opening

20.412

Rescue Opening Rescue Opening

Safety Glass

18.600

16.812

3.467

15.000 14.600

Rescue Opening

Main Entrance

Safety Glass

14.450

Rescue Opening

16.812

Rescue Opening

800

Rescue Opening

15.000 14.600

13.200 South elevation 12.300

North elevation

Tegning

K01_H2_001

K01_H2_002

9.900

22.000

7.212 Rescue Opening

Rescue Opening

23.100

5.000

18.200 22.000

16.812 Rescue Opening

800

Escape Route

19.060

14.600

18.200

16.700 Rescue opening

West elevation

ESCAPE DOOR

14.600

13.200 East elevation

3BKiA08 Project

EAL 3. sem Prints and Advertisements Safety Glass

Grey "Cembrit" panels

White concrete

Matr. nr. Subject

Facades South/West SCALE 1:100

3BKiA08

Format A1 Group 3BKiA08 Drawn SP/MJK Control MJK/SP Date 05/10/14 Scale As indicated Document number

K01_H2_001

Project

EAL 3. sem Prints and Advertisements Safety Glass

SCALE 1:100

Grey "Cembrit" panels

White concrete

Matr. nr. Subject

Facades North/East

Format A1 Group 3BKiA08 Drawn SP/MJK Control MJK/SP Date 10/05/14 Scale As indicated Document number

K01_H2_002

Production • Process

Work station and process numbering

PRE PRODOCTION PHASE

Receive element design documents from office.

Visual Documents QA

Printout drawings acording document list in scale and follow the steps.

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Visual Documents QA Order materials or check or is enough in storage.

Prepare working space. Clean tables, prepare tools. Organize works. Link to Prod. time plan: 3BKiA01.E14_01_K01_C0 5.7_N11-1

Organize store place for elements.

4-D

20mm insulation in side are nailed to timber wood.

4-E

Damp proof membrane are placed on top and around the window frame. DPM are fixed with wide nails in the edges of the element. Overlap in all sides 100mm

5-A

Plywood 24mm sheets are cut in the right size and screw on Top of the contruction timber.

1-A

Quality assureance and type

Link to file

Link to:

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03 Link to document list: 3BKiA01.E14_01_K01_C0 5.7_N01 Link to Overall time plan: 3BKiA01.E14_01_K01_C0 5.7_N11

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18

Receive materials

Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23

Visual Materials QA

Collect materials in batches acording workstation and workstation steps. And send to each work station

Cut materials acording material lists.

5-B

Plywood 12mm sheets are cut in the right size and screw on Top of the contruction timber.

5-C

12mm fireproof Plasterboard are screwed on top of the plywood. Beams and window frame are cover too.

5-D

Elements are rotatated back 180°

PRODOCTION START

All 32 elements, same procedure.

1-A

On clean and prepared working table placing construction timber 295mm/h. Cut In parts.

1-B

Visual/measure QA

1-C

Connecting with metal connectors first in corners, secondly long beams and then rest corner connectors.

1-D

Joining 45x45 wooden batons around the element from inside botom part.

1-E

Placing 120mm/h construction timber on top. Join with the bottom part with metal conectors.First plates then corner conectors.

1-F

Joining 45x45 wooden batons around the element from inside top part.

2-A

The 4 holes for lifting are drilled with 20mm diameter drill.

2-B

Place for plywood sheets are measured and marked with pencil on construction timber.

Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23 Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Elements are put on each other. Between elements are placed 45x45x2400mm timber batons in 600mm c/c distance. Bottom element are placed on four palets.

Delivered in storage and store in groups acording to loading number. 4 groups 8stk in a group.

Link to Instala. time plan: 3BKiA01.E14_01_K01_C0 5.7_N12

PRE INSTALATION PROCESS

Link to loading order: 3BKiA01.E14_01_K01_C0 5.7_N10

Access resources needed.

Receive instalation order

Coordinate with onsite trades.

Documentation/ Elements/load wires QA

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Link const. site plan: 3BKiA01.E14_01_K01_C0 5.7_N16

Book trucks ,on site crane.

Load elements on vechickle acording loading order.

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18 Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23

INSTALATION PROCESS

On two middle beams where opening are screw 12mm fireproof plasterboard.

3-A

Plywood 15mm sheets are cut in the right size and screw on Top of the contruction timber.

Bitumen felt are placed on top of the plywood with 10cm overlap on felt edges and element edges and are torched.

3-B

The wires are put in drilling holes and joined around.

3-C

Safety QA

4-A

Element are turned around 180° with lifting crane.

4-B

Visual/measure QA

4-C

Both insulation layers are put with overlaping.

4-D

20mm insulation in side are nailed to timber wood.

Visual/geometrical QA

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18 Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18 Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23 Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

All four baches, same procedure.

Visual QA

Link to elements plan: 3BKiA01.E14_01_K01_C0 5.7_N15

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Wires are detached from element. Element wires are remowed.

In element open sides are Connected metal corner conectors with bolts . Metal conectors are bolted to TT concrete element load bearing part. Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Link to loading order: 3BKiA01.E14_01_K01_C0 5.7_N10

Components are delivered on site

Element are lifted and placed regarding instalation plan. 2-D

Link to E-3 materials: 3BKiA01.E14_01_K01_C0 5.7_N23

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18

Crane wires are hanged to element wires.

2-C

Link to E-2 materials: 3BKiA01.E14_01_K01_C0 5.7_N18

Element top open parts for lifting and in side to exterior wall are closed with 15mm bitumened plywood sheets.

Element openings and connection edges are covered with bitumen felt and torched.

Plaster works and paintings Are start when all elements of batch are in place.

Visual QA

Link to QA: 3BKiA01.E14_01_K01_C0 5.7_N03

Link to asembly detail: 3BKiA01.E14_01_K01_C0 5.7_N25

Link to asembly detail: 3BKiA01.E14_01_K01_C0 5.7_N24

Order on site materials JIT

Instalation • Time plan • Construction site plan • Elements loading and unloading sequence

Task Mode

Task Name

Duration

Start

Finish

Receive Tender Material

0 days

Fri 24‐10‐14

Predecessors 13

1 2

Nov '14 03

Dec '14 01

Scrutinize Material

25 days

Fri 24‐10‐14

Thu 27‐11‐14 2

RFI/Client Meeting

0 days

Fri 31‐10‐14

0 days

Fri 28‐11‐14

Fri 28‐11‐14 3

2 days

Fri 28‐11‐14

Mon 01‐12‐145

Design Drawings

4 days

Tue 02‐12‐14

Fri 05‐12‐14 6

QA & Approval of Internal Documents to 0 days Send Out

Fri 05‐12‐14

Fri 05‐12‐14 7

05-12

Send for Approval of the Client

0 days

Fri 05‐12‐14

Fri 05‐12‐14 8

05-12

Receive Comments

0 days

Fri 05‐12‐14

Fri 05‐12‐14 9

05-12

Make Good on the Comments

0 days

Fri 05‐12‐14

Fri 05‐12‐14 10

05-12

Client Approval of the Design

10 days

Mon 08‐12‐14

Fri 19‐12‐14 11

Preproduction phase

14 days

Mon 22‐12‐14

Wed 21‐01‐1512

Receive design documents and drawings 1 day

Mon 05‐01‐15

QA Visual documents

Mon 05‐01‐15

Mon 05‐01‐1514

Print out drawings

1 day

Tue 06‐01‐15

Tue 06‐01‐15 15

Order/Reserve Material

5 days

Wed 07‐01‐15

Tue 13‐01‐15 16

QA Materials for Type, Quantity & Quality

0 days

Tue 13‐01‐15

Cut/set in batches/deliver to work station materials

5 days

Wed 14‐01‐15

Tue 20‐01‐15

Prepare working space/Organize storage

1 day

Wed 21‐01‐15

Period of Lag

56 days

Thu 22‐01‐15

Tue 14‐04‐15 13

Manufacture

21 days

Wed 15‐04‐15

Fri 15‐05‐15 21

BATCH 1

5 days

Wed 15‐04‐15

Tue 21‐04‐15

Work station 1

5 days

Wed 15‐04‐15

Tue 21‐04‐15

Work station 2

5 days

Wed 15‐04‐15

Tue 21‐04‐15

Work station 3

5 days

Wed 15‐04‐15

Tue 21‐04‐15

Work station 4

5 days

Wed 15‐04‐15

Tue 21‐04‐15

Work station 5

5 days

Wed 15‐04‐15

Tue 21‐04‐15

5 days

Tue 21‐04‐15

Mon 27‐04‐1523

BATCH 2

Work station 1

5 days

Tue 21‐04‐15

Mon 27‐04‐15

Work station 2

5 days

Tue 21‐04‐15

Mon 27‐04‐15

Work station 3

5 days

Tue 21‐04‐15

Mon 27‐04‐15

Work station 4

5 days

Tue 21‐04‐15

Mon 27‐04‐15

Work station 5

34 35

BATCH 3 Work station 1

5 days

Tue 21‐04‐15

Mon 27‐04‐15

5 days

Mon 27‐04‐15

Mon 04‐05‐1529

5 days

Mon 27‐04‐15

Mon 04‐05‐15

Work station 2

5 days

Mon 27‐04‐15

Mon 04‐05‐15

Work station 3

5 days

Mon 27‐04‐15

Mon 04‐05‐15

Work station 4

5 days

Mon 27‐04‐15

Mon 04‐05‐15

Work station 5

5 days

Mon 27‐04‐15

Mon 04‐05‐15

5 days

Tue 05‐05‐15

Mon 11‐05‐1535

Work station 1

5 days

Tue 05‐05‐15

Mon 11‐05‐15

Work station 2

5 days

Tue 05‐05‐15

Mon 11‐05‐15

BATCH 4

Work station 3

5 days

Tue 05‐05‐15

Mon 11‐05‐15

Work station 4

5 days

Tue 05‐05‐15

Mon 11‐05‐15

Work station 5

5 days

Tue 05‐05‐15

Mon 11‐05‐15

5 days

Mon 18‐05‐15

Fri 22‐05‐15 22;41

Instalation

OVERALL PRODUCTION TIME PLAN_MJK_DATE:21/11/2014

Task

Split

Jan '15 29 05

Feb '15 02

Mar '15 02

Apr '15 30 06

May '15 04

28-11

Acceptance of Bid Design Calculations

31-10

5 6

0 days

24-10

3 4

05-01

13-01

Milestone

Summary

Manual Summary

Progress

Manual Progress

Page 1

Tegning

ALL MEASUREMENTS ARE IN METERS UNLESS ANYTHING ELSE IS INDICATED

Canteen (3x7.38)

K01_H1_025

Cemical Waste (3x6) Construction Road Walk way (Min. width 1.5 Max. width 2) Flamable/Explosive tools or/and material (3X6) Material Storage (16x6) Office (3x7.38) Parking (27x17) Salt/Sand Containers (2x1) Scaffolding area (Min. Width 1.5) Scaffolding storage area (8x5) Showers (3x6)

Boulevard C.F.Tietgens

Toilet (3x5) Material Storage (12x22) Tool and Material Storage for different contractors (3 Waste (2x5) Work Shop (6x6) Exlavation Storage Area

Emil Neckelmanns Vej.

Electric Supply

Electric Cables

Fire Extiuongvisor

Light Posts

Sewer Pipes

First Aid Kit

Inspection chamber (Sewer)

Fense

Gate

Crane Range (Min. 30m)

3BKIB_07 Projekt

1cm

EAL 3. sem Prints and Advertisements Emne

Construction Site Plan

Format A3 3 Sag Birgir Tegn ALL Kontrol 10/30/14 Dato 1 : 500 Skala Tegning

K01_H1_025

R:\Groupfolders\Afdelinger\BTH\04_GruppeDrev_Q\E_2014\3_BK\3_IA\Grp_07\C07_Geometry\C07 3.BK E20141_Central_Birg538c_backup\Projektforslag 3.BK E20141_Central_birg538c.rvt

Production â&#x20AC;˘ Drawings

B 1 2343 45

555

527

4545

9408

45 6

15 3

377

Detail S.4 1

245

Detail S.4 2

245

407

120

156 45

6 45

1200 600

600

1200

2400

1200

1188

600 9600

Section 2 Scale 1:20

2400

Section 1

1 Screw

4749

2350 6 45

6000

1929

120 150

300

150 120

1560

120

170

300 120

253

407

245

120

1149 2760

120 150

300

150 120

729

45 6

9600 Section 1

1800

Elevation 3 Scale 1:20

110

170

245

600

120

Lifting wire

62 120 63

Bitumen felt

572

15mm plywood

4749

Detail 2 Scale 1:5

482

600 Fire proof plaster boards 12mm

DPM

Wide nails

Insulation 20mm Tegning

Screw

Nail 45

6 45

Insulation 1st layer 170mm

2006

Insulation 2nd layer 170mm

Plywood sheets 24mm

5537

Bitumen felt 3mm

200

1755

45 6

600

407

170

120

25 15

Corner single conector

DPM

S.4

Section 1 Plywood sheets 24mm

24 100

Detail 1 Scale 1:5

Section 2

2238 +-4

9846 +-2

600

170

2400

245

+-2 9846

Section 2

Fire proof plasterboard

96 60

Roof component: Bitumen felt 3mm Plywood class3 15mm Timber wood 120mm 600mm* c/c Timber wood 295mm 600mm* c/c Air gap 25mm Rockwool insulation class37 170mm Rockwool insulation class37 170mm Plywood class3 9mm Fireproof gypsum board 15mm REI 60

Corner single conector

600

DPM

9588 +-6 9600

Plan Scale 1:20

Section 1

2 Elevation 3

Production Projekt

Prints & advertismens Roof elements Matr. nr. Emne

Plan

Sag 1 Version 01 Format A3 Tegn Simonas P. Kontrol SM Dato 11/19/14 Skala As indicated Tegning

S.4

Instalation â&#x20AC;˘ Drawings Tegning

S.6

Bitumen felt

Hard insulation

Bitumen felt on conection

Plywood sheet with bitumen felt

Soft insulation

Screw

300

3 53

15 25 170

275

460 170 9 15

Metal conector 150 DPM

Plywood sheet 9mm

DPM

Fireproof gypsum board 15mm

TT concrete element

Fireproof elastic joist

Metal bolt to concrete

Fireproof elastic joist

Fire Section wall

Instalation Projekt

Prints & advertismens Roof elements Matr. nr. Emne

Asembly detail 1

Sag Version Format Tegn Kontrol Dato Skala

1 01 A3 Simonas Checker 11/24/14 1:5 Tegning

S.6

Interior Design

Penthouse Norway Role: Interior designer Type: Penthouse interior Client: Stein Kjartan Holtebu Location: Otta, Norway Size: 60 mÂ˛

Idea: Panorama Endless beauty of mountainous nature in Norway made the major reason make interior clear and light to concentrate panorama view in to wildlife.

Private Villa Role: Interior designer Type: Villa interior renovation project Client: Archiservice APS Location: Odense, Denmark Size: 180 mÂ˛

Assignement Renovate villa interior spaces by creating more space and daylight in the rooms. Idea Clean contrasts Result

Concrete heated floors. Renewed ceilings and walls. Oiled plywood furniture. Green lobby.

Apartment

Role: Interior designer Type: Apartment renovation project Client: Vilija Čeplinskaite Location: Marijampole, Lithuania Size: 60 m² Idea Space,warm,radical. That how said youthful, unrestrained costumer during first meeting. Assignement Flat orientate for two people, young family. Increase spaces, reduce room number, bring non standard solutions and submit them warm. Result 1971 years build mufti store building 60m² flat according client needs and my tasks, was decided to erase all insignificant partitions ad absolutely change the part o the flat plan.In the southwest apartment part like it before remained living room and bed room zones. With no partitions apartment became as one common bright and warm space on a broad arch retaining wall. Zones are connected with natural bleached ash wood floor surface. Playful lamps apportionment crests different intensity shadows, exposition places and that’s leading trough the areas. Static dynamically apportionment contrasting walnut composition keeping interior union.Glossy properties on material surfaces visually expands spaces.Sliding partitions capable separate sleeping zone from living and lounge zone returns to apartment private bedroom keeping living room for guests visit. Kitchen with dining table in the same area, light and shadow help partially connecting bathroom.Double mat glass and lighting help keeps bathroom private. Kitchen and dining are existing scenery helps to create not only coziness environment, but all so biggest space illusion, and the ability to change the picture of the wall, allowing the freedom to create a different atmosphere in the room.Living room and corridor zone contrast method refresh paintings created specifically for this interior. Such a result we received of this interior, concentrating efforts with the client and all others worked together on this project. Photographers: Tadas Petrauskas Berta Bocullaite Painter: Sigita Dabuslyte

Furniture Design

Furniture Role: Craftsman and furniture designer Type: Interior Furniture Location: Odense, Denmark Partner: Dovile Levinskaite

Assignement: Assignement:In our new rented apartment we decide to arrange the apartment of our designed and maded furniture insted of bothed from ikea. Chalanges: • Design solutions • Physical modeling • Reducing waste • Delivery and instalation • Experience: • Laser cutter • CnC cutter • Design, materials and process nuances

Bed stress test pass 9 partying people

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