Simonas Petrauskas Portfolio

SIMONAS PETRAUSKASPORTFOLIO

Resume

Work experience:

Education:2013 2017

2007 2011

2002 2006Language Skills:LithuanianEnglishDanishDesign Skills:Autodesk RevitAutodesk AutoCadAutodesk 3dMax (V-Ray)Microsoft OfficeMicrosoft ProjectAdobe PhotoshopAdobe InDesignReluxReferences:CEO Archiservice

CEO Key Elements

Participations:

Internship expectations:

Hobies:

Simonas [email protected]+45 50 32 73 3915/06/88

Archiservice APS, Odense Denmark Interior designer, 3D VisualizerFreelancer interior designer, Lithuania Interior design, Planing and ManagementKey elements, Norway Interior designer, 3D VisualizerAntonas Bygg, Drammen, Norway Interior and furniture designerArchitecture studio ARTA, Lithuania Architect assistant

Architecture Technologies And Construction Management Bachelor Lillebaelt Academy of Professional Higher Education, Odense, DenmarkInterior Design Bachelor Kaunas College, Lithuania

Art School

Tina Baggessen, +45 26 16 44 56 [email protected]

Jesper Rrbk, +370 60 13 99 29 [email protected]

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

All activities in all phases related with interior

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

ContentResumeSimonas [email protected]+45 50 32 73 3915/06/88



Art School






Furniture DesignInterior DesignConstructingArchitectureArchitecture

Architecture

Faaborg Market SquareRole: ArchitectType: Invited competitionClient: UgeAvisen FaaborgLocation: Faaborg, DenmarkAchievement: 2nd place in competitionAcknowledgements: Dovile Levinskaite and Rytis Gelombickas

Assignement: Market

Greenzone

Wateractivities

Playground

Faaborg town residents found that the city square need`s chang-es, because of misuse of central market square. Square mainly using for car parking instead of people entertainment center. UgeAvis-er newspaper created architectural contest and conclude the as-signment 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 cre-ates the scene and terrace. Masts holds the sails and serve at night as street lights. Sails covers from precipitations and drains to the greenzones.Reflectionsconveyedbynewdarkandreflectivepaving

on the square.

Function: Market/food,craftsmans,art,agricultureandfleamarket.

Scene/concerts,festivals,theater,choir,dance.

Terrace/Ymerbrndensculpture,smallevents,restaurant.

Relaxation/benches,bonfireandgreenzone.

Playground/iceberg.

Fountain/reflectthemuseumFaaborgarrestenandserves

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 mount-ed only on market or important event days. Marketplaces are mobile.

Surroundings 1

Existing traffic 2

4 Function

3 New traffic

Torvegade

Adelgade

Trnegade

stergade

1 : 500Market scenario

Torvegade

Adelgade

Trnegade

stergade

1 : 500Concert scenario

Torvegade

Adelgade

Trnegade

stergade

1 : 500Free scenario

Torvegade

Adelgade

Trnegade

stergade

1 : 500Sails drainage scenario

Market plan

Free plan

Concert plan

Sails roof plan

Odins towerRole: ArchitectType: ScyscraperClient: School project, elective subjectPartner: Anna LeszmannSize: 56000 mLocation: 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 build-ing 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 divid-ing the town and making the light railway. The import-ant 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, provid-ing 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.

Material source: http://fragadetilby.dkMaterial source: http://fragadetilby.dk

1950 2015

{3D} Copy 1

Material source: http://fragadetilby.dk

2020

UP

UP

Cantine

Cantine

Shop 233m

Shop 35m

Shop 40m

Shop 100m

Lobby 190m

Cafe 150m

WC 15m

1 : 20040

1 : 2004th

MENT 1 : 200Ground Floor

Constructing Architect

Constructing Architecture

ResumeSimonas [email protected]+45 50 32 73 3915/06/88



Art School






EAL CampusRole: Constructing ArchitectType of assignement: School project of 4th semester.Type of building: EducationClient: Lillebaelt AcademyLocation: Odense, DenmarkSize: 17.400 mGroup: 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 ex-tensively 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 students 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

EAL CampusRole: Constructing ArchitectType of assignement: School project of 4th semester.Type of building: EducationClient: Lillebaelt AcademyLocation: Odense, DenmarkSize: 17.400 mGroup: 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 ex-tensively 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 students 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

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 respon-sible for block 2 design. Block 2 have 4 storeys with basement and in total have 7000m of heated floor area.

Block 1 Block 2 Block 3

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

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 as-surance and modeling templates. That was a starting point of

the modeling.

1.5.7 ICT Contact ListFebruary 1, 2015 2:10 PM

Design Manual Page 1

Aggregate_model

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Construction_Linked_modelTechnical_Linked_model

Architectural_Block01



Technical_Block01

Technical_Block02

Technical_Block03

Construction_Block01



Landscape

Landscape_model

Gridline_model Annotation_model

Local_file

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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:

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.

Links to design manual:1.5.9 BIM Structure1.5.10 BIM Manual1.5.11 BIM Spliting the modelLink to original drawings:All drawingsStatic drawings:StaticsLink 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_PDFLink to old drawings:4F15_K01_D1_N02 - Tegningsgrundlag Campus_26.01.15

Block 1 Block 2 Block 3

Guidelines2. marts 2015 12:17

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

4BKiA03.F15_01_K01_C01.3_N03

4BKIA00LOADCALCULATIONSINTERSECTIONOFGRIDLINES12A&E24.03.2015Loadcombinationwind LoadcombinationDesign Loadcombination3 Loadcombination4

Heigth Width Length c/c Volume/Area Thickness Weigthdensity Areaload Loadwidth/Height Uniformedload Dead Wind Designload Designload DesignloadUnit m m m m m3/m2 m kN/m3 kN/m2 m kN/m kN/m

RoofSnow 0.72 13.7 9.86 9.86 9.86RoofingFelt(Icopal500series) 0.006 1.06 0.01 4.85 0.03HardBattsInsulation 0.480 1.000 1.000 1.000 0.48 0.20 0.10 4.85 0.47HollowCore(spncomEX270) 0.270 1.000 1.000 1.000 0.27 3.71 4.85 17.99Installations 0.50 4.85 2.43Systemceiling(KnaufDanogips) 0.22 4.85 1.07

LanternSkylights 1.50 8.85 13.28

Totaldeadload 45.12 45.12 45.12 3.34 48.47 45.12

TotalDeadload&snowloadonthebeam 54.98 54.98BeamLengthtoeachsideofthecolumn LengthofBeam 7.20 LengthofBeam 7.20

3.60 3.60Totalloadonthecolumn 410.18 Kn 348.95 Kn 395.89 KnTotaldeadloadonthecolumn 3.71 3.85 14.284FloorStoreyPartitionLinoleum(engineerstoolbox) 0.015 1.20 0.02 6.50 0.12Screed(engineerstoolbox) 0.085 1.000 1.000 1.000 0.09 0.20 0.02 6.50 0.11HollowCore(spncomEX270) 0.270 1.000 1.000 1.000 0.27 0.00 3.71 6.50 24.12Partitionwalls(Knaufdanogips) 0.50 6.50 3.25Installations 0.50 6.50 3.25Systemceiling(KnaufDanogips) 0.22 6.50 1.43

Totaldeadload 4.97 6.50 32.27 32.27 32.27 6.24 38.52 32.27ImposedLoad 2.50 6.50 16.25 16.25 16.25

TotalDeadload&imposedloadonthebeam 48.52 48.52BeamLengthtoeachsideofthecolumn LengthofBeam 7.20 LengthofBeam 7.20

3.6 3.6Totalloadonthecolumn4floor 365.13 Kn 277.33 Kn 349.36 KnTotalloadonthecolumn 775.30 Kn 626.27 Kn 745.25 KnTotaldeadloadonthecolumn 3.71 4.25 15.77

3FloorStoreyPartitionLinoleum(engineerstoolbox) 0.015 1.20 0.02 6.50 0.12Screed(engineerstoolbox) 0.085 1.000 1.000 1.000 0.09 0.20 0.02 6.50 0.11HollowCore(spncomEX270) 0.270 1.000 1.000 1.000 0.27 0.00 3.71 6.50 24.12Partitionwalls(Knaufdanogips) 0.50 6.50 3.25Installations 0.50 6.50 3.25Systemceiling(KnaufDanogips) 0.22 6.50 1.43



3.6 3.6Totalloadonthecolumn3floor 365.13 Kn 274.13 Kn 349.36 KnTotalloadonthecolumn 1140.43 Kn 900.41 Kn 1094.62 KnTotaldeadloadonthecolumn 3.71 4.25 15.77

2FloorStoreyPartitionLinoleum(engineerstoolbox) 0.015 1.20 0.02 6.50 0.12Screed(engineerstoolbox) 0.085 1.000 1.000 1.000 0.09 0.20 0.02 6.50 0.11HollowCore(spncomEX270) 0.270 1.000 1.000 1.000 0.27 0.00 3.71 6.50 24.12Partitionwalls(Knaufdanogips) 0.50 6.50 3.25Installations 0.50 6.50 3.25Systemceiling(KnaufDanogips) 0.22 6.50 1.43



3.6 3.6Totalloadonthecolumn2floor 365.13 Kn 274.13 Kn 349.36 KnTotalloadonthecolumn 1505.56 Kn 1174.54 Kn 1443.98 KnTotaldeadloadonthecolumn 3.71 4.25 15.771FloorStoreyPartition1FloorStoreyPartitionLinoleum(engineerstoolbox) 0.015 1.20 0.02 6.50 0.12Screed(engineerstoolbox) 0.085 1.000 1.000 1.000 0.09 0.20 0.02 6.50 0.11HollowCore(spncomEX270) 0.270 1.000 1.000 1.000 0.27 3.71 6.50 24.12Partitionwalls(Knaufdanogips) 0.50 6.50 3.25Installations 0.50 6.50 3.25Systemceiling(KnaufDanogips) 0.22 6.50 1.43



3.6 3.6Totalloadonthecolumn1floor 366.39 Kn 274.13 Kn 349.36 KnTotalloadonthecolumn 1871.95 Kn 1448.67 Kn 1793.34 KnTotaldeadloadonthecolumn 3.71 4.59 17.03GroundFloorStoreyPartitionLinoleum(engineerstoolbox) 0.000 0.000 0.000 0.000 0.00 0.015 0.10 0.00 6.50 0.01Screed(engineerstoolbox) 0.085 1.000 1.000 1.000 0.09 0.20 0.02 6.50 0.11HollowCore(spncomEX270) 0.000 0.000 0.000 0.000 0.00 0.00 3.71 6.50 24.12Partitionwalls(Knaufdanogips) 1.00 6.50 6.50Installations 0.50 6.50 3.25Systemceiling(KnaufDanogips) 0.22 6.50 1.43

Totaldeadload 5.23 6.50 33.99 33.99 33.99 3.13 37.12 33.99ImposedLoad 2.50 6.50 16.25 16.25 1.5 24.38


3.6 3.6TotalloadonthecolumnfromtheGroundfloor 377.46 Kn 267.25 Kn 420.19 KnTotalloadonthecolumn 2249.42 Kn 1715.92 Kn 2213.53 KnTotaldeadloadonthecolumn 3.71 4.25 15.77

PointLoadFoundationWithCharacteristicLoad

Dimensionsofthecolumn 0.42 m X 0.42 mAssumedSoilCapacity 100 Kn/m2TotalDeadload 2249.42 KnRequiredm2ofFoundation 22.5 m2Lengthofsidesontheformwork 4.74 m

ThicknessofthePointLoadFoundation 2.16 m Iffoundationisamassofconcretebutthicknesswillbesmallerwithdesignedreinforcement

PointLoadFoundationWithWindLoad

Dimensionsofthecolumn 0.42 m X 0.42 mAssumedSoilCapacity 100 Kn/m2TotalDeadload 1715.92 KnRequiredm2ofFoundation 17 m2Lengthofsidesontheformwork 4.14 m


PointLoadFoundationWithDesignLoad

Dimensionsofthecolumn 0.42 m X 0.42 mAssumedSoilCapacity 100 Kn/m2TotalDesignLoad 2213.53 KnRequiredm2ofFoundation 22 m2Lengthofsidesontheformwork 4.70 m


Project:EALCampusAuthor:VictorBejenaruSimonasPetrauskasChecker:AnnaLeszmann

Heaviest point load of block 2: 2250 Kn

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

M M

A A

1.A

1.A

2.A

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3.A

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5.A

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7.A

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B B

C C

D D

E E

F FG G

H H

I I

J J

K K

L L

Section AA

Section AA

Section BB

Section BB

A.0.01Micro Lab40 pers.194 m

A.0.53Chemical Lab

40 pers.205 m

A.0.03Chemical Depot

24 m

A.0.02Preparation Room

34 m

A.0.04Stairs21 m

A.0.05Shaft10 m

A.0.06Kitchen Lab

89 m

A.0.07Teaching Lab

40 pers.83 m

A.0.08Teaching Lab

40 pers.84 m

A.0.09Teaching Lab

40 pers.80 m

A.0.10Modeling Workshop

30pers.108 m

A.0.60Exhibition area

141 m

A.0.29Auditorium

150pers.208 m

A.0.31Workshop

30pers.62 m

A.0.66Elevator

6 m

A.0.32Stairs20 m

Toilet Forum13 m

A.0.52Cleaning room

9 m

A.0.43Fuse box

4 m

A.0.33Server room

9 m

A.0.47Shaft4 m

A.0.62Elevator

5 m

A.0.61Elevator

5 m

A.0.22Kitchen storage

11 m

A.0.67Freezer room

17 m

A.0.24Shaft3 m

A.0.68Cold storage room

14 m


16 m


16 m

A.0.21Kitchen Storage

15 mA.0.19Kitchen office

10 m

A.0.73Vegetable storage

12 m

A.0.20Canteen Kitchen

159 m

A.0.66Dishwasher room

23 m

A.0.20Canteen Kitchen

159 mA.0.65Depot7 m

A.0.23Kitchen toilet

4 m

A.0.16Shaft9 m

A.0.17Canteen268 pers.471 m

A.0.18Friday bar

105 m

A.0.14Wind Catcher

47 m

Shaft9 m

A.0.11Stairs20 m

A.0.27Friday bar

28 m

A.0.58Exhibition Area

332 m

72032 28516

2974

814

337

33600 66948

1050

036

948

1550

2590

7500

2990

3527

1708

1470

2195

1800

7200 3600 7200 7200 8400 7200 2700 3300 8850 5550 3300 2700 3900 3300 8400 7200 7200

574

3300

7200

3300

3900

3900

900

2400

7200

2400

4800

7200

2100

1450

7165 145 8235 145 8300 145 7950 145 7771

100548

4744

8

1500

1500

1400

1500

DR 249x21M

EI2 30-C

DR 259x21M

EI2 30-CDR 269x21M

EI2 30-C

DR 279x21M

EI2 30-C

DR 810x21MEI60C2

DR 5710x21MEI30C2

DR 259x21MEI60C2

DR 1710x21MEI60C2

DR 810x21MEI60C2

DR 8918x21MEI60C2

DR 9618x21MEI60C2

DR 369x21MEI30C2

DR 979x21MEI30C2

DR 389x21MEI30C2

DR 399x21MEI30C2

DR 909x21M (Freezer door)

EI30C2


EI30C2

DR 359x21MEI30C2

DR 949x21MEI30C2

DR 349x21MEI60C2

DR 939x21MEI30C2


EI30C2


EI30C2

DR 7318x21MEI30C2

DR 769x21MEI30C2

DR 779x21MEI30C2

DR 9718x21MEI30C2

DR 4010x21MEI30C2

DR 710x21MEI60C2

3100 200 1400 150 26295

4429

2696

1447

514

534

8020

031

0020

013

4515

027

5014

5

574

12646 145 20350 145 925

9500 145 3000 145 3015 145

1005

614

579

55

4480

2800

9910 100 19140 150 1400 200 3100

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200

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8550

150

1400

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100 640 200 5990 200

100

1961

285 4046 245 3014 160 2150 160 3255 120 3255 160

2675 100 1800 100 2700 1002400 100 3485 100 8440 200 9400

1735

620

011

044

100

4275

160

4709

200

2746

100

3800

200

2860

2110

100

2900

200

1800

100

2150

100

1350

100

2800

200 300 13600 300 200

200

300

1459

030

020

0

1009

4

1388

2

6670

150

4775

1461

713

895

(21) Aluminium facade small corrugation 580 mmU-value 0,15 W/(mK)

80 mm Aluminium300 mm Insulation lambda 0.034200 mm lightweight concrete

(21) Brick facade wall 574mmU-value 0,14 W/(mK)

108mm Brick/mortar21mm Air245mm Insulation lambda 0,037200mm lightweight concrete

(22) Acoustic panel wall auditorium 290 mm

15 mm Wooden panels75 mm Insulation with studs200 mm Insulation

(22) Freezer insulation wall 65mm (

M M

A A

1.A

1.A

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Section AA

Section AA

Section BB

Section BB

A.1.47Student administration office

4 pers.36 m

A.1.16Classroom_03

48 pers.100 m

A.1.17Classroom_03

48 pers.101 m

A.1.18Electrical Plant

48 pers.99 m

A.1.19Electronics depot

20 m

A.1.15Classroom_01

25 pers.60 m

A.1.14Stairs21 m

A.1.13Shaft10 m

A.1.12Classroom_03

45 pers.91 m

A.1.11Classroom_02

39 pers.83 m

A.1.10Classroom_02

39 pers.84 m

A.1.09Classroom_02

39 pers.89 m

A.1.70Hall

155 m

A.1.68Project room

6 pers.17 m

A.1.67Project room

6 pers.17 m

A.1.107Project room

6 pers.16 m

A.1.70Library160 m

A.1.69Study Lounge

12 m

A.1.06Meeting8 pers.25 m

A.1.07Librarian Office

2 pers.20 m

A.1.05Stairs21 m

A.1.46Shaft9 m

A.1.03Classroom

39 pers.82 m

A.1.02Building Lab

21 pers.43 m

A.1.01Library70 m

A.1.72Study Lounge

7 m

A.1.71Study Lounge

7 m

A.1.74Study Lounge

9 m

A.1.32Depot8 m

Toilet17 m

Handicap Toilet1

5 m

A.1.40IT Technical

9 mA.1.39Shaft10 m

A.1.41Stairs20 m

A.1.42Student counselor office manager

4 pers.29 m

A.1.43Leadership/Management

1 pers.29 m


1 pers.17 m

A.1.45Front Office

7 pers.102 m


4 pers.26 m

A.1.49Shaft9 m

A.1.50Stairs21 m

A.1.112Front Office

1 pers.9 m

A.1.111Print6 m

A.1.109Front Office

1 pers.9 m



A.1.51Corridor

14 m

A.1.52Classroom

33 pers.83 m

A.1.53Classroom

40 pers.82 m

A.1.54Classroom

46 pers.94 m

A.1.55Classroom

40 pers.84 m

A.1.96Meeting room - leadership/management

15 m

A.1.95Project room

15 mA.1.92

Cleaning room6 m

A.1.93Local depot

6 m

A.1.86Toilet - fore room

17 m

A.1.56Classroom

46 pers.92 m

A.1.88Corridor

12 m

A.1.65Shaft9 m

A.1.60IT Technical

5 m

A.1.59Boardroom

3 m

A.1.87Toilet - fore room

13 mA.1.58

Classroom39 pers.

67 m

A.1.57Classroom

24 pers.50 m

A.1.66Stairs21 m

A.1.73Elevator

5 m

A.1.72Elevator

5 m

72032 28516

1435

629

748

3300

33600 66948

1050

036

948

2040

3585

2040

2330

1420

1595

1935

2468

1900

1695

1375

1510

1830

2500

1460

800

4000

3114

1500

1500

1400

2848

1400

1500 DR 910x21M

EI60C2

2500

3533

145

3600

145

3583

1270

515

013

4582

4014

597

16

10290 145 10287 145 12273

DR 1810x21MEI60C2

DR 199x21MEI60C2

DR 281850 x 2100 (B1)EI60C - ABDL

DR 291850 x 2100 (B1)EI60C - ABDL

DR 289x21MEI30C2

DR 2918x21MEI30C2

DR 269x21MEI30C2

DR 1310x21MEI60C2

DR 159x21MEI60C2

DR 6110x21MEI2 60C

DR 1010x21MEI60C2

DR 6410x21MEI2 60C

DR 1610x21MEI60C2

100548

7200 3600 7200 7200 8400 7200 2700 3300 8850 5550 3300 2700 3900 3300 8400 7200 7200 2400

4744

8

3300

7200

3300

3900

3900

900

2400

7200

2400

4800

7200

2100

Skylight - Sprinkled





(21) EXTERIOR Glass facadewall 50mm

50 mm prefabricatedglass/frame

(22) Lightweight aggregate 100 mm

100 mm lightweight aggregate

(22) Lighweight gypsum wall 145mm

25 mm gypsum 2x layers95 mm insulation/steel structure25 mm gypsum 2x layers

(22) Prefab concrete column

420mm x 420mm concrete column

(22) Prefabricated concrete wall 150mm

150 mm concrete

(22) Single glazed wall 15 mm

15 mm prefabricated glass/frame

(43) Linolium floors 15mm

(43) Tile 15mm

Document number

Subject

Project

Matr. nr.

2M 4M1M 3M 5M

GroupDrawnControlDateScale

First Floor Plan

A2.3

Authorities Project

EALEAL CAMPUS

4BKiA004BKiA4BKiA

04/24/15As indicated

1 : 2001. Floor_DD1

0. Ground Floor0

0 0. Ground Floor0

0

1. Floor4590

1 1. Floor4590

1

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

2. Floor8840

2 2. Floor8840

2

3. Floor13090

3 3. Floor13090

3

4. Floor17340

4 4. Floor17340

4

Roof level22240

5 Roof level22240

5

-1. Basement Level-4250

-1 -1. Basement Le-4250

-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Section BB

Section BB

1215

405

1120

5030

1540

538

45

420

780

5030

00

DR 689x21MEI30C2

DR 289x21MEI30C2

DR 9718x21MEI30C2

DR 3818x21MEI30C2

DR 3718x21MEI30C2

DR 3518x21MEI30C2

DR 2710x21MEI60C2

DR 2310x21MEI60C2

DR 1610x21MEI60C2

DR 1310x21MEI60C2

DR 4010x21MEI30C2

DR 369x21MEI30C2

DR 979x21MEI30C2

DR 6410x21MEI2 60C

DR 139x21MEI30C2

DR 879x21MEI30C2

420

780

5030

1540

578

050

3000

820

700

5030

00

0. Ground Floor0

0 0. Ground Floor0

0

1. Floor4590

1 1. Floor4590

1

MA B C D E F G H I J K L

2. Floor8840

2 2. Floor8840

2

3. Floor13090

3 3. Floor13090

3

4. Floor17340

4 4. Floor17340

4

Roof level22240

5 Roof level22240

5


-1 -1. Basement Level-4250

-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1

0. Ground Floor0

0 0. Ground Floor0

0



-1

Roof level22240

5 Roof level22240

5

4. Floor17340

4 4. Floor17340

4

3. Floor13090

3 3. Floor13090

3

2. Floor8840

2 2. Floor8840

2

1. Floor4590

1 1. Floor4590

1



-1

0. Ground Floor0

0 0. Ground Floor0

0

Section AA

Section AA

DR 79x21MEI60C2

DR 1159x21MEI30C2

DR 1279x21MEI30C2

7565

5082

0

(35) Acoustic panels under deck 35 mm

(35) Suspended acoustic panels 50 mm



(21) Basement concrete wall 450mmU-value 0,14 W/(mK)

250 mm rigid insulation lambda 0,038200 mm concrete prefabricated element



(21) EXTERIOR Glass facadewall 50mm

50 mm prefabricatedglass/frame

(22) Lightweight aggregate 100 mm

100 mm lightweight aggregate

(22) Lighweight gypsum wall 145mm

25 mm gypsum 2x layers95 mm insulation/steel structure25 mm gypsum 2x layers

(22) Prefab concrete column

420mm x 420mm concrete column

(22) Single glazed wall 15 mm

15 mm prefabricated glass/frame

(23) Partition floor 405 mm

85 mm Screed320 Hollow core slab

Document number

Subject

Project

Matr. nr.

2M 4M1M 3M 5M


Section AA & Section BB

A2.8

Authorities Project

EALEAL CAMPUS

4BKiA004BKiA4BKiA


1 : 200Section AA_DD1

1 : 200Section BB_DD1

13.940

22.240

0.100

R R R R R R R R R R R R R RR R R R R R R R R R R R R R R R R

R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R

R R R R R R R

RRRRRRRR

R

Escape EscapeEscape Escape Escape

0.100

13.940

22.240

R R R R R

R R R R R R RRRRR

RRRRRRRRRRR

R R R R R R R R R R R

R R R R R R R R R

Escape Escape Escape Escape Escape Escape

Document number

Subject

Project

Matr. nr.

2M 4M1M 3M 5M


North & East Elevations

A2.9

Authorities Project

EALEAL CAMPUS

4BKiA004BKiA4BKiA

04/24/15 1 : 200

1 : 20001_North_DD1

1 : 20002_East_DD1

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

Vinyl surface 4mmVinyl glue 1mmScreed 95mmStairs beam - cast on site concrete 320mm(Steel rebars placement and thicknesessacording to enginers calculations)PAROC FPS 17 - 25mm 2x layersInsulation screws 300mm c/cHVAC air gap 754mm

Silicon fill

Expantion tape 100x10mm

Elastic Leveler 20mm

15

15

30

170

280

Rubber damperGap fillerPlywood batton 100x35mm

Plywood baton 50x15mmAcoustic MDF plate 15mm(Ash vanner surface)Gypsum board painted 13mm(white mat smooth)

Expantion tape 100x10mm

Elastic leveler 20mmExpantion tape 95x10mm

Precast stairs Type 1

PAROC soft insulation 150mm/Construction timber 45x150mm 600mm c/c

Construction timber 45x150mm

Holowe core slab 320mm(Beam rebar cast in)

PEIKKO delta beam D32-400

595

320

2525

420

8020

100

20 150

8020

100 170 150 35

2. Floor8840

2

75 50

15 20 15

50mm opening for steel rebar.After element instalation concrete poured in.

Stud bolt 1300mm long 20mm

Cast in floors steel platewith thred for stud bolt.

2. Floor8840

2

600 357 280

Document number

Subject

Project

Matr. nr.

2M 4M1M 3M 5M


Asembly detail 1

K01_C13_H5_N04

Detail design 2

EALEAL campus

4BKi3Simonas P.

Birgir R.21/05/2015

1 : 5

Prints and advertismentsRole: Constructing ArchitectType of assignement: School project of 4th semesterType of building: Office and productionClient: Prints and advertismenLocation: Odense, Denmark

Size: 2000 mGroup: Simonas Petrauskas, Adam Lubas, Mike Kepke

The Assignement. Prints and Advertisements Ltd. is a company specialising in design, reprographic services and printing ofpromotional 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 offuture expansion of the production area of least 250 m2. It is important that the building is constructed by the use of prefabri-cated 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

Prints and advertismentsRole: Constructing ArchitectType of assignement: School project of 4th semesterType of building: Office and productionClient: Prints and advertismenLocation: Odense, Denmark

Size: 2000 mGroup: Simonas Petrauskas, Adam Lubas, Mike Kepke

The Assignement. Prints and Advertisements Ltd. is a company specialising in design, reprographic services and printing ofpromotional 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 offuture expansion of the production area of least 250 m2. It is important that the building is constructed by the use of prefabri-cated 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

Ele

vatio

n 4

(mec

hnic

al)

Elevation 3(mechnical)

1 2 3 4 5

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

A

B

C

D

E

F

GH

I

J

K

L

M

N

O

P

Section 2Section 2

Section 3

Section 3

1335.5 L/s

(128 m/h)

5835.5 L/s

(128 m/h)

5913.5 L/s(49 m/h)

3013.5 L/s(49 m/h)

576.3 L/s

(23 m/h)

286.3 L/s

(23 m/h)

5529.1 L/s

(105 m/h)

5629.1 L/s

(105 m/h)

23529.0 L/s

(1904 m/h)

2429.5 L/s

(106 m/h)

275.6 L/s

(20 m/h)60

5.6 L/s(20 m/h)

1242.0 L/s

(151 m/h)5442.0 L/s

(151 m/h)

5326.3 L/s(95 m/h)

5110.0 L/s(36 m/h) 50

10.0 L/s(36 m/h)

5215.6 L/s(56 m/h)

3224.5 L/s(88 m/h)

3530.8 L/s

(111 m/h)

930.8 L/s

(111 m/h)

1030.8 L/s

(111 m/h)

2124.5 L/s(88 m/h)

1130.8 L/s

(111 m/h)

3730.8 L/s

(111 m/h)

3630.8 L/s

(111 m/h)

7710.0 L/s(36 m/h)

7610.0 L/s(36 m/h)

6713.5 L/s(49 m/h)

6610.0 L/s(36 m/h)

10913.5 L/s(49 m/h)

10810.0 L/s(36 m/h)

4910.0 L/s(36 m/h)

6210.0 L/s(36 m/h)

7524.5 L/s(88 m/h)

6124.5 L/s(88 m/h)

4015.0 L/s(54 m/h)

4115.0 L/s(54 m/h)

4210.0 L/s(36 m/h)

4310.0 L/s(36 m/h)

4410.0 L/s(36 m/h)

7020.0 L/s(72 m/h)

6830.0 L/s

(108 m/h)

6930.0 L/s

(108 m/h)

4515.0 L/s(54 m/h)

4615.0 L/s(54 m/h)

4715.0 L/s(54 m/h)

4815.0 L/s(54 m/h)

7220.0 L/s(72 m/h)

7120.0 L/s(72 m/h)

Smoke Damper

Smoke Damper

Smoke Damper

Smoke Damper

Smoke Damper

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M

FormatGroupDrawnControlDateScale

Ground FloorVentilation

K09_H1_N01

DETAIL DESIGN

Prints & AdverticementsHVAC

K09_H1_N01

A23BKiA08.E14

MJKSP

11/30/14 1 : 100

(03)_Ground Floor1400

?

(02)_1.Floor5000

III

(00)_Roof plan9900

V

(01)_Roof administration8800

IV


II

6789101112131415161718192021

(02)_1.Floor5000

?


?

(00)_Roof plan9900

?

Section 1Section 3

260

1500

2580

720

Total Flow1295 L/S

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Section3D Render

K09_H1_N03

DETAIL DESIGN

Prints & AdverticementsHVAC

K09_H1_N03

A23BKiA08.E14

MJKSP

11/30/14 1 : 100

ROOMNAME: USE M NR.OFPERSONS L/SPERPERSON L/SPERM MIN.L/SPERPERSON MIN.VALUE_L/S CALC.VALUE_L/S TRUEVALUE_L/S #OFSUPPLYVENT. L/SPERDIFFUSER #OFEXTRACTVENT. L/SPERDIFFUSER SUPPLYFOR2M/S SUPPLYFOR4M/S SUPPLYFOR6M/S

A001 DIRECTOR 32 1 3,5 1 7 7 35,5 35,5 1 35,5 2 17,75 150,37 106,33 86,82A002 ECONOMY&PURCHASING 63 4 3,5 0,7 7 28 58,1 58,1 2 29,05 2 29,05 136,03 96,19 78,53A003 SECRETARY 10 1 3,5 1 7 7 13,5 13,5 1 13,5 1 13,5 92,73 65,57 53,54A004 CORRIDOR 9 0 3,5 0,7 7 0 6,3 6,3 1 6,3 1 6,3 63,35 44,79 36,57A005 MEETINGROOM 14 6 3,5 0,7 7 42 30,8 42 1 42 1 42 163,56 115,65 94,43A006 SERVERROOM 8 0 3,5 0,7 7 0 5,6 5,6 1 5,6 1 5,6 59,72 42,23 34,48A007 FOYER 75 0 3,5 0,7 7 0 52,5 52,5 2 26,25 2 26,25 129,30 91,43 74,65A008 DESIGNOFFICE 102 6 3,5 0,7 7 42 92,4 92,4 3 30,8 3 30,8 140,06 99,04 80,87A009 CLOAKROOM 12 0 3,5 0,7 7 0 8,4 8,4 2 4,2 2 4,2 51,72 36,57 29,86A010 CORRIDOR 8 0 3,5 0,7 7 0 5,6 5,6 2 2,8 2 2,8 42,23 29,86 24,38A011 WC 3 0 3,5 0,7 7 10 2,1 10 2 5 2 5 56,43 39,90 32,58A012 WC 5 0 3,5 0,7 7 10 3,5 10 2 5 2 5 56,43 39,90 32,58A013 DESIGNMANAGER 21 1 3,5 1 7 7 24,5 24,5 1 24,5 1 24,5 124,92 88,33 72,12TOTALADMIN.GROUNDL/S 364,4

A020 SHOWROOM 46 0 3,5 0,7 7 0 32,2 32,2 1 32,2 1 32,2 143,21 101,27 82,68A021 MEETINGROOM 31 12 3,5 0,7 7 84 63,7 84 2 42 2 42 163,56 115,65 94,43A022 MEETINGROOM 31 12 3,5 0,7 7 84 63,7 84 2 42 2 42 163,56 115,65 94,43A023 CORRIDOR 20 0 3,5 0,7 7 0 14 14 1 14 1 14 94,43 66,77 54,52A024 ARCHIVE 8 0 3,5 0,7 7 0 5,6 5,6 2 2,8 2 2,8 42,23 29,86 24,38A025 CANTEEN 103 20 3,5 0,7 7 140 142,1 142,1 4 35,525 4 35,525 150,42 106,37 86,85A026 PANTRY 12 0 3,5 0,7 7 0 8,4 8,4 2 4,2 2 4,2 51,72 36,57 29,86A027 CORRIDOR 6 0 3,5 0,7 7 0 4,2 4,2 2 2,1 2 2,1 36,57 25,86 21,12A028 WC 5 0 3,5 0,7 7 10 3,5 10 2 5 2 5 56,43 39,90 32,58A029 WC 5 0 3,5 0,7 7 10 3,5 10 2 5 2 5 56,43 39,90 32,58TOTALADMIN.FIRSTL/S 394,5 2 197,25 2 197,25 354,45 250,64 204,64TOTALADMININSTRATIONL/S 758,9

P02 CORRIDOR 6 0 3,5 0,7 7 0 4,2 4,2 2 2,1 2 2,1 36,57 25,86 21,12P03 CLEANING 11 0 3,5 0,7 7 0 7,7 7,7 2 3,85 2 3,85 49,52 35,02 28,59P04 WC 4 0 3,5 0,7 7 10 2,8 10 2 5 2 5 56,43 39,90 32,58P05 PRODUCTIONMANAGER 24 1 3,5 1 7 7 27,5 27,5 1 27,5 1 27,5 132,35 93,58 76,41P06 CHANGING_FEMALE 13 0 3,5 0,7 7 40 9,1 40 2 20 2 20 112,87 79,81 65,16P07 FORRUM 2 0 3,5 0,7 7 0 1,4 1,4 2 0,7 2 0,7 21,12 14,93 12,19P08 WC 8 0 3,5 0,7 7 20 5,6 20 2 10 2 10 79,81 56,43 46,08P09 CHANGING_MALE 28 0 3,5 0,7 7 60 19,6 60 2 30 2 30 138,23 97,75 79,81P10 TECHNICALROOM 19 0 3,5 0,7 7 0 13,3 13,3 2 6,65 2 6,65 65,08 46,02 37,58TOTALPRODUCTIONL/S TOTALL/S 170,8

PIPEDIMENSIONSL/S 1300 100MMM 1,3 125MM

160MMMINM/S 6 216666,67 MM 200MMMAXM/S 9 144444 MM 250MM

315MM6M/S 525,37 MMDIAMETER 335MM9M/S 428,96 MMDIAMETER 400MM

L/S 80M 0,080

MINM/S 4 20000 MMMAXM/S 6 13333,33 MM

4M/S 159,62 MMDIAMETER6M/S 130,33 MMDIAMETER

L/S 80M 0,08

MINM/S 2 40000 MMMAXM/S 4 20000,00 MM

2M/S 225,73 MMDIAMETER4M/S 159,62 MMDIAMETER

PIPEDIMENSION

PIPEDIMENSION

CONNECTIONDUCT

AREAMM

BETTERBUILT3BKiA08_01VENTILATIONCALCULATIONS

AREAMM

PIPEDIMENSION

MAINDUCTS

BRANCHDUCT

AREAMM

Scheme design Component analysis assemly analysis

Scheme design Ventilation plan Ventilation calculations

Ventilation 3D

Scheme design Component analysis assemly analysis

Scheme design Ventilation plan Ventilation calculations

Ventilation 3D

Detail design 1 Severs & drainage site plan

UP

UP

12

34

5

67

89

1011

1213

1415

1617

1819

2021

A

B

C

D

E

F

GH

I

J

K

L

M

N

O

P

BrusBrusBrus Brus Brus Brus

SP

110 PVC MIN. 20 o/oo SLOPE

VENTILATED

ASSUMED FLOW OF 24 L/S

DESIGN FLOW OF 2.4 L/S

15,8

L/S

160

PVC

MIN

. 15

o/oo

SLO

PE

-1575mm BOTTOM ELEVATION

25.3

6L/

S16

0MM

PVC

MIN

. 15

o/oo

SLO

PE

35,4 L/S 250MM PVC MIN. 15 o/oo SLOPE



24.6

L/S

160M

MPV

CM

IN. 1

5o/

ooSL

OPE

74,8

L/S

315M

MPV

CM

IN. 1

5o/

ooSL

OPE

2137MM BOTTOM ELEVATION

2091MM IN DEPTH AT THIS POINT

2840MM IN DEPTH AT THIS POINT





CONNECTION ELEVATION OF 3460 M

CONNECTION ELEVATION OF 2940M

-

Drainage Water

Sewage

Perimeter Drainage

Sand Trap Chamber

Inspection Chamber

Surface Drain with Sand Trap

LEGEND

Floor surface drain

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Ground_Drainage

K01_H1_005

3BKiA08

EAL 3. semPrints and Advertisements

K01_H1_005

A13BKiA08

MJKAL


Scale 1:100

Detail design 1

Fire strategy

Detail design 2 Floor plans Site plan

North arrow

Main entry

Building access

Emergency assembly

Threes

Grass

Grass paving tiles

Future expantion zone

Boundary line

Disabled parking

N

8454

5982

6000

6000

6823

N

1583

4

6

-1.200

9853

6162

Prints & AdvertisementsEmil Neckelsmanns Vej 11 Matrikel # 10S Local Plan EATotal Plot Area 9000 mProduction Hall 900 mAdministration 755 mFuture Expansion 250 mBicycle & Recycle Shed 58 mAllowed Area -10 mTotal Area 1953 m

1953 x 100 / 9000Plot Ratio 21,7 %

Production Hall 739m x 8,5m = 6281,5 mAdministration 404,7m x 7,4m = 2994,78 mFuture Expansion 250m x 8,5m = 2125 mBicycle & Recycle Shed 58m x 2m = 116 mTotal M 11520,28 mMax. Allowed M 4m x 9000m = 36000 m

11520,28 x 100 / 36000Percentage of Max. 32 %

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Site

K01_H1_001

3BKiA08


K01_H1_001

A13BKiA08

SPMJK


Administration

Production Hall

SCALE 1:200

(04)_Foundations0

I

(02)_1.Floor5000

III

(00)_Roof plan9900

V


IV


II

ABCDEFGHIJKLMNOP

Cross section B-B

Cross section B-B

K01_H5_001

K01_H5_003

K01_H5_005

K01_H5_006

K01_H5_002

2600

439

496

6525

8065

349

280

720

2585 3

305

7524

K01_H5_007 K01_H5_008

1400

3924

3748

860

Cross section C-C

Cross section C-C

4066

900

D 28 EI2_30C 9M

D 45 EI2_30C 9M

14.620

18.200

21.843

22.982

(04)_Foundations0

I

(02)_1.Floor5000

III

(00)_Roof plan9900

V


IV


II

6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Cross section A-A

Cross section A-A

655

6525

8039

2428

0

150

3750

D 569M

D 999M

14.615

18.200

22.830

(12) Cast Insitu Concrete Foundation 250mm

(12) Cast Insitu Concrete Foundation 460mm

(12) Leca Block Foundation 150mm

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

(12) Leca Thermo Block 330mm

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

(21) Wooden Element 366mm 0,143 W/mk 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) Prefabricated Concrete Element 150mm

(22) Prefabricated Concrete Element 120mm

(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

(22) Aerated Concrete Elements 100mm

(27) Prefabricated Roof Element 486mm 0,087 W/mk 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

(27) Skandek SD 600 Element 686mm 0,08 W/mk 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

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

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

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

LEGEND

(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

(35) 15mm Tile Flooring

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

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

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

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

(33) Polished and Sealed Surface

(33) 22mm Solid Wood Ash Parquet 63mm x 40mm Kerto Joists 50mm Adjustment Wedges 45mm Mineral Wool Sound Insulation DPM(35) 15mm Tile Flooring

(33) Polished and Sealed Surface

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

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Sections

K01_H3_001

3BKiA08


K01_H3_001

A13BKiA08

MJKSP/AL


SCALE 1:100

22.000

20.412

18.600

16.812

15.000

RescueOpening

North elevation

14.600

12.300

23.100

ESCAPEDOOR

23.100

16.700

14.600

18.200

19.060

22.000

East elevation

ESCAPEDOOR

Rescueopening

14.600

13.200

Grey "Cembrit" panels White concreteSafety Glass

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Facades North/East

K01_H2_002

3BKiA08


K01_H2_002

A13BKiA08SP/MJKMJK/SP


SCALE 1:100

3.467

RescueOpening

RescueOpening

RescueOpening

RescueOpening

RescueOpening

RescueOpening

RescueOpening

RescueOpening

Main Entrance

Safety Glass

Safety Glass

800

South elevation

15.000

16.812

18.600

20.412

22.000

13.200

14.600 14.450

18.200

22.000

5.000

7.212

RescueOpening

14.600

9.900

16.812

EscapeRoute

RescueOpening

RescueOpening

RescueOpening

800

West elevation

Grey "Cembrit" panels White concreteSafety Glass

Document number

Subject

Project

Tegning

Matr. nr.

2M 4M1M 3M 5M


Facades South/West

K01_H2_001

3BKiA08


K01_H2_001

A13BKiA08SP/MJKMJK/SP


SCALE 1:100

Detail design 2 Sections Elevations

On clean and prepared working table placing construction timber

295mm/h. Cut In parts.

Connecting with metal connectors first in

corners, secondly long beams and then rest corner connectors.

Placing 120mm/h construction timber on

top. Join with the bottom part with metal

conectors.First plates then corner conectors.

On two middle beams where opening are screw

12mm fireproof plasterboard.

Place for plywood sheets are measured and

marked with pencil on construction timber.

Bitumen felt are placed on top of the plywood

with 10cm overlap on felt edges and element edges

and are torched.

The 4 holes for lifting are drilled with 20mm

diameter drill.

The wires are put in drilling holes and joined

around.

Element are turned around 180 with lifting

crane.

Both insulation layers are put with overlaping.

Joining 45x45 wooden batons around the

element from inside top part.


element from inside botom part.

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

Plywood 24mm sheets are cut in the right size

and screw on Top of the contruction timber.



12mm fireproof Plasterboard are screwed

on top of the plywood. Beams and window frame are cover too.

Elements are rotatated back 180

20mm insulation in side are nailed to timber

wood.

Receive element design documents from office.



PRODOCTION START

Visual Documents QA

1-A

Visual Materials QA

Printout drawings acording document list in

scale and follow the steps.

Order materials or check or is enough in storage.

Organize works.

PRE PRODOCTION PHASE

1-B Visual/measure QA

1-C

1-D

1-E

1-F

2-A

2-B

2-C

2-D

3-A

3-B

Safety QA3-C

Visual/measure QA

4-A

4-B

4-C

4-E

5-A

5-B

5-C

5-D

Delivered in storage and store in groups acording

to loading number. 4 groups 8stk in a group.

4-D

1-A

QA

Work station and process numbering

Quality assureance and type

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

in place.

Components are delivered on site

Crane wires are hanged to element wires.

Element are lifted and placed regarding instalation plan.

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.

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.

PRE INSTALATION PROCESS

Documentation/Elements/load wires QA

INSTALATION PROCESS

Receive instalation order

Load elements on vechickle acording

loading order.

Visual/geometrical QA

Coordinate with onsite trades.Access resources needed.

Book trucks ,on site crane.

Order on site materials JIT

All four baches, same procedure.

Link to document l ist:3BKiA01.E14_01_K01_C0

5.7_N01

Link to E-2 materials:3BKiA01.E14_01_K01_C0

5.7_N18


5.7_N23

Receive materials

Cut materials acording material lists.

Prepare working space.Clean tables, prepare

tools.

Organize store place for elements.

Collect materials in batches acording workstation and

workstation steps. And send to each work station


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23

Link to loading order:3BKiA01.E14_01_K01_C0

5.7_N10


5.7_N10

Link to elements plan:3BKiA01.E14_01_K01_C0

5.7_N15

Link const. site plan:3BKiA01.E14_01_K01_C0

5.7_N16

Link to QA:3BKiA01.E14_01_K01_C0

5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03

Link to:Link to file

Link to asembly detail:3BKiA01.E14_01_K01_C0

5.7_N25


5.7_N24


5.7_N03

Link to Overall time plan:3BKiA01.E14_01_K01_C0

5.7_N11

Link to Prod. time plan:3BKiA01.E14_01_K01_C0

5.7_N11-1

Link to Instala. time plan:3BKiA01.E14_01_K01_C0

5.7_N12

Visual Documents QALink to QA:

3BKiA01.E14_01_K01_C05.7_N03

All 32 elements, same procedure.

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.

Visual QA

Visual QA

On clean and prepared working table placing construction timber

295mm/h. Cut In parts.

Connecting with metal connectors first in

corners, secondly long beams and then rest corner connectors.

Placing 120mm/h construction timber on

top. Join with the bottom part with metal

conectors.First plates then corner conectors.

On two middle beams where opening are screw

12mm fireproof plasterboard.

Place for plywood sheets are measured and

marked with pencil on construction timber.

Bitumen felt are placed on top of the plywood

with 10cm overlap on felt edges and element edges

and are torched.

The 4 holes for lifting are drilled with 20mm

diameter drill.

The wires are put in drilling holes and joined

around.

Element are turned around 180 with lifting

crane.

Both insulation layers are put with overlaping.


element from inside top part.


element from inside botom part.

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





12mm fireproof Plasterboard are screwed

on top of the plywood. Beams and window frame are cover too.

Elements are rotatated back 180

20mm insulation in side are nailed to timber

wood.

Receive element design documents from office.



PRODOCTION START

Visual Documents QA

1-A

Visual Materials QA

Printout drawings acording document list in

scale and follow the steps.

Order materials or check or is enough in storage.

Organize works.

PRE PRODOCTION PHASE

1-B Visual/measure QA

1-C

1-D

1-E

1-F

2-A

2-B

2-C

2-D

3-A

3-B

Safety QA3-C

Visual/measure QA

4-A

4-B

4-C

4-E

5-A

5-B

5-C

5-D

Delivered in storage and store in groups acording

to loading number. 4 groups 8stk in a group.

4-D

1-A

QA

Work station and process numbering

Quality assureance and type

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

in place.

Components are delivered on site

Crane wires are hanged to element wires.

Element are lifted and placed regarding instalation plan.

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.

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.

PRE INSTALATION PROCESS

Documentation/Elements/load wires QA

INSTALATION PROCESS

Receive instalation order

Load elements on vechickle acording

loading order.

Visual/geometrical QA

Coordinate with onsite trades.Access resources needed.

Book trucks ,on site crane.

Order on site materials JIT

All four baches, same procedure.

Link to document l ist:3BKiA01.E14_01_K01_C0

5.7_N01


5.7_N18


5.7_N23

Receive materials

Cut materials acording material lists.

Prepare working space.Clean tables, prepare

tools.

Organize store place for elements.

Collect materials in batches acording workstation and

workstation steps. And send to each work station


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N18


5.7_N23


5.7_N10


5.7_N10

Link to elements plan:3BKiA01.E14_01_K01_C0

5.7_N15

Link const. site plan:3BKiA01.E14_01_K01_C0

5.7_N16


5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03


5.7_N03

Link to:Link to file


5.7_N25


5.7_N24


5.7_N03

Link to Overall time plan:3BKiA01.E14_01_K01_C0

5.7_N11

Link to Prod. time plan:3BKiA01.E14_01_K01_C0

5.7_N11-1

Link to Instala. time plan:3BKiA01.E14_01_K01_C0

5.7_N12

Visual Documents QALink to QA:

3BKiA01.E14_01_K01_C05.7_N03

All 32 elements, same procedure.

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.

Visual QA

Visual QA

Production Process

C.F.Tietgens Boulevard

Emil Neckelmanns Vej.

Canteen (3x7.38)

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)

Toilet (3x5)

Material Storage (12x22)

Tool and Material Storage for different contractors (3

Waste (2x5)

Work Shop (6x6)

Electric Supply

Light Posts

Inspection chamber (Sewer)

Gate

Electric Cables

Sewer Pipes

Fense

Crane Range (Min. 30m)

Fire Extiuongvisor

First Aid Kit

ALL MEASUREMENTS ARE IN METERS UNLESS ANYTHING ELSE IS INDICATED

Exlavation Storage Area

Tegning

FormatSagTegnKontrolDatoSkalaEmne

Projekt1cm

Tegning

R:\Groupfolders\Afdelinger\BTH\04_GruppeDrev_Q\E_2014\3_BK\3_IA\Grp_07\C07_Geometry\C073.BK E20141_Central_Birg538c_backup\Projektforslag3.BK E20141_Central_birg538c.rvt

1 : 500Construction Site Plan

K01_H1_025

3BKIB_07


A3

K01_H1_025

3BirgirALL

10/30/14

Instalation Timeplan

Constructionsiteplan

Elementsloadingandunloadingsequence

ID Task Mode

Task Name Duration Start Finish Predecessors

1

2 ReceiveTenderMaterial 0days Fri241014 Fri2410143 ScrutinizeMaterial 25days Fri241014 Thu27111424 RFI/ClientMeeting 0days Fri311014 Fri3110145 AcceptanceofBid 0days Fri281114 Fri281114 36 DesignCalculations 2days Fri281114 Mon01121457 DesignDrawings 4days Tue021214 Fri051214 68 QA&ApprovalofInternalDocumentsto

SendOut0days Fri051214 Fri051214 7

9 SendforApprovaloftheClient 0days Fri051214 Fri051214 8

10 ReceiveComments 0days Fri051214 Fri051214 911 MakeGoodontheComments 0days Fri051214 Fri051214 1012 ClientApprovaloftheDesign 10days Mon081214 Fri191214 1113 Preproductionphase 14days Mon221214 Wed2101151214 Receivedesigndocumentsanddrawings 1day Mon050115 Mon

05011515 QAVisualdocuments 0days Mon050115 Mon0501151416 Printoutdrawings 1day Tue060115 Tue060115 1517 Order/ReserveMaterial 5days Wed070115 Tue130115 1618 QAMaterialsforType,Quantity&

Quality0days Tue130115 Tue

13011517

19 Cut/setinbatches/delivertoworkstationmaterials

5days Wed140115 Tue200115

18

20 Prepareworkingspace/Organizestorage

1day Wed210115 Wed210115

19

21 PeriodofLag 56days Thu220115 Tue140415 1322 Manufacture 21days Wed150415 Fri150515 2123 BATCH1 5days Wed150415 Tue21041524 Workstation1 5days Wed150415 Tue21041525 Workstation2 5days Wed150415 Tue21041526 Workstation3 5days Wed150415 Tue

21041527 Workstation4 5days Wed150415 Tue21041528 Workstation5 5days Wed150415 Tue21041529 BATCH2 5days Tue210415 Mon2704152330 Workstation1 5days Tue210415 Mon27041531 Workstation2 5days Tue210415 Mon27041532 Workstation3 5days Tue210415 Mon

27041533 Workstation4 5days Tue210415 Mon27041534 Workstation5 5days Tue210415 Mon27041535 BATCH3 5days Mon270415 Mon0405152936 Workstation1 5days Mon270415 Mon04051537 Workstation2 5days Mon270415 Mon04051538 Workstation3 5days Mon270415 Mon

04051539 Workstation4 5days Mon270415 Mon04051540 Workstation5 5days Mon270415 Mon04051541 BATCH4 5days Tue050515 Mon1105153542 Workstation1 5days Tue050515 Mon11051543 Workstation2 5days Tue050515 Mon11051544 Workstation3 5days Tue050515 Mon11051545 Workstation4 5days Tue050515 Mon11051546 Workstation5 5days Tue050515 Mon11051547 Instalation 5days Mon180515 Fri220515 22;41

24-10

31-10

28-11

05-12

05-12

05-12

05-12

05-01

13-01

13 20 27 03 10 17 24 01 08 15 22 29 05 12 19 26 02 09 16 23 02 09 16 23 30 06 13 20 27 04 11 18 25Nov '14 Dec '14 Jan '15 Feb '15 Mar '15 Apr '15 May '15

Task Split Milestone Summary Manual Summary Progress Manual Progress

Page 1

OVERALL PRODUCTION TIME PLAN_MJK_DATE:21/11/2014

Elevation 3

1

1 2

2

B B

AA

Section 1

Section 1

Section 2Section 2

2400

600

600

600

600

9600

9846 +-2

9846 +-2

45

146

6096

9588 +-6

2238

+-4

6 45 2006 5537 200 1755 45 6

Plywood sheets 24mm DPM Insulation 1st layer170mm

Insulation 2nd layer170mm

Plywood sheets 24mm Bitumen felt 3mm

PlanScale 1:20

1

2

Section 1

Section 1

407

9600

1800 1800

120

120

6312

062

645729120150300150120276012060012015601201503001501201929456

2350 6000 114947494749

315

120

245

24

300

Elevation 3Scale 1:20

1

2

S.4

9600

31512

024

524

64545940845456

118812002400240012001200

Detail 1

Section 2Scale 1:20

BA

600 600 600 600

2400

S.4

156 45 377 45 555 45 555 45 527 45 45

159

245

120

15 3

407

2343

Detail 2

B

600

45 482 45 45 6

20

572 45 45

245

170

170

25

110

2025

3

Detail 2Scale 1:5

Lifting wireBitumen felt15mm plywood Screw

Insulation 20mmFire proof plasterboards 12mm

Wide nailsDPM

Roof component:Bitumen felt 3mmPlywood class3 15mmTimber wood 120mm 600mm* c/cTimber wood 295mm 600mm* c/cAir gap 25mmRockwool insulation class37 170mmRockwool insulation class37 170mmPlywood class3 9mmFireproof gypsum board 15mm REI 60

2

315

2517

017

024

407

1812

024

524

100 45

6

4545

Detail 1Scale 1:5

ScrewCorner singleconector

Nail

Fire proofplasterboard

Corner singleconector

DPM

Tegning

Emne

Projekt

Tegning

Matr. nr.

2M 4M1M 3M 5M

SagVersionFormatTegnKontrolDatoSkalaPlan

S.4

Production

Prints & advertismensRoof elements

S.4

101A3

Simonas P.SM


Production Drawings

Production Process

Bitumen felt Hard insulation

159

170170

2515

533

460

150

275

20

45 45 30045 45

Plywood sheetwith bitumen felt

Bitumen felton conection

Fireproof elastic joist Fireproof elastic joistFireproof gypsum board 15mmDPM

Soft insulation Screw

Fire Section wall

DPM

Metal conector

Plywood sheet 9mm TT concrete element

Metal bolt to concrete

Tegning

Emne

Projekt

Tegning

Matr. nr.

2M 4M1M 3M 5M

SagVersionFormatTegnKontrolDatoSkalaAsembly detail 1

S.6

Instalation

Prints & advertismensRoof elements

S.6

101A3

SimonasChecker11/24/14

1 : 5

Instalation Drawings

Interior Design

Penthouse NorwayRole: Interior designerType: Penthouse interiorClient: Stein Kjartan HoltebuLocation: Otta, NorwaySize: 60 m

Idea: PanoramaEndless beauty of mountainous nature in Norway made the major reason make interior clear and light to concentrate panorama

view in to wildlife.

Private VillaRole: Interior designerType: Villa interior renovation projectClient: Archiservice APSLocation: Odense, DenmarkSize: 180 m

AssignementRenovate villa interior spaces by creating more space and daylight in the rooms.IdeaClean contrastsResult

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

ApartmentRole: Interior designerType: Apartment renovation projectClient: Vilija eplinskaite

Location: Marijampole, LithuaniaSize: 60 mIdeaSpace,warm,radical. That how said youthful, unrestrained costumer during first meeting.AssignementFlat orientate for two people, young family. Increase spaces, reduce room number, bring non standard solutions and submit them warm.Result1971 years build mufti store building 60m flat according client needs and my tasks,

was decided to erase all insignificant parti-tions 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 sur-face. Playful lamps apportionment crests different intensity shadows, exposition places and thats leading trough the areas.Static dynamically apportionment contrast-ing walnut composition keeping interior

union.Glossy properties on material surfac-es visually expands spaces.Sliding partitions capable separate sleeping zone from living and lounge zone returns to apartment pri-vate bedroom keeping living room for guests

visit. Kitchen with dining table in the same area, light and shadow help partially con-necting bathroom.Double mat glass and lighting help keeps bathroom private.

Kitchen and dining are existing scenery helps to create not only coziness environ-ment, but all so biggest space illusion, and the ability to change the picture of the wall, allowing the freedom to create a dif-ferent atmosphere in the room.Living room and corridor zone contrast method refresh paintings created specifically for this interi-or. 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 BocullaitePainter:Sigita Dabuslyte

Furniture Design

FurnitureRole: Craftsman and furniture designerType: Interior FurnitureLocation: Odense, DenmarkPartner: 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

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Our moments

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