Portfolio by Elvijs Josts

Portfolio Elvijs Josts Construction Architect

2019

CONTENTS • • • • • • • • • • • • •

Personal information About myself “Architecture should speak of its time and place, Projects, reports & subjects but yearn for timelessness.” Program proficency /Frank Gehry/ Recommendation Certifications & diploma Single story family house Two story family house + basement International days – help kenya Multi – purpose hall + office and cafeteria Multi – story housing refurbishment + extension Multi – story housing Social housing refurbishment

ELVIJS JOSTS 20. 09. 1989 RIGA, LATVIA Amaliegade 35, 2TH 8700 Horsens Denmark elvijs.josts@gmail.com +45 40 51 34 18 2012 — 2017

2005 — 2008

LinkedIn Profile VIA UNVERSITY COLLEGE Bachelor`s degree, Architectural Technology and Construction Management

Riga State Gymnasium No 2 Line of Economics

2000 — 2005 LANGUAGES Latvian English Russian Danish

Salaspils Secondary School No 1

WORK: 02.2016 – 07.2016. C.F. Møller, Construction Architect Intern (Denmark, Copenhagen) 06. 2012 – present, Reitan Distribution, Pick & pack (Denmark, Horsens) 08. 2010 – 01. 2016, VIA University College, Student Guard (Denmark, Horsens) 01. 2014 – 06.2014, VIA University Café, Barista (Denmark, Horsens) 2011 – 2012, Frode Laursen, Packing helper (Denmark, Hørning) 2010 – 2012, Jysk Vikarservice, Vikar (Denmark) 2005 – 2009, Baltrotors, Summer job as helper (Latvia, Salaspils) ORGANIZATIONS: 01. 2015 – 08. 2016, BIM Training Studio, Co-founder/lecturer (Denmark, Horsens) 02. 2014 – 02. 2015, Tutor Society at VIA UC, Coordination Group (Denmark, Horsens) 02. 2011 – 02. 2014, Tutor Society at VIA UC, Tutor (Denmark, Horsens) 02. 2014 – 09. 2014, DSR – Student Council, Board member (Denmark, Horsens) 09. 2013 – 02. 2014, DSR – Student Council, Vice Chairman (Denmark, Horsens) 02. 2013 – 09. 2013, DSR – Student Council, Treasurer (Denmark, Horsens) 09. 2012 – 02. 2013, DSR – Student Council, Board member

ABOUT MYSELF Hi, I am Elvijs Josts, a 29 year old Construction Architect living in Horsens, Denmark. Originally I come from Latvia, but I decided to travel and receive my education outside my home country, I saw it as a better opportunity to gain experience, strengthen my English and learn new language. I can say that I am very satisfied with my choice of studies as I am very keen on learning and expanding my knowledge in Architecture and Construction. During my studies I have been working on several projects. I have had projects such as single story family house, two story family house, multi-purpose hall + office and cafeteria building, multi-story apartment building, renovation project for multi-story building and worked on hospital renovation project during my internship in C.F Møller, where I also worked quite a lot with creating and editing families in Revit. I have also participated in many workshops. During these projects I have learned how to work in groups of international people, working with Autodesk Revit and learned quite a lot practical knowledge. I also have a good theoretical knowledge of the subjects I have been covering during my education. I have been an active student throughout my whole study time. I have been a board member and vice-chairman for our Student council (DSR), I have been Coordination Group member for Tutor Society (TS organize introduction week for new students here at VIA University College, up to 1500 new students in summer semester), so I have very good organizational skills. Also, I am a co-founder of BIM Training Studio, where our organization gives free classes and workshops in Autodesk Revit (I was one of the lecturers giving these classes), Inventor and AutoCAD for our fellow students in VIA University College. We had direct contact with Autodesk Europe and VIA University administration, we also received some financial and other help from them. By working in this organization and teaching others I learned a lot and improved my own knowledge and skillset in not only Autodesk Revit but also communication, organization and teamwork. Now, and during my studies, I am working night shifts in a warehouse, as I like to be able to support myself and not live on benefits, aside from that I am continuously looking for a job, but so far, the biggest issue has been that I do not know Danish Language, I have some basic Danish knowledge. So I decided to try and search for some job opportunities outside of Denmark. So I hope I can find a job here and work on some exciting projects. By choosing me, you will be gaining a hardworking, driven and motivated employee. My attention to detail and excellent problem-solving skills ensure that every project I work on is done accurately and to the highest possible standard. I am very comfortable working as a part of a team and make a great team player with my good verbal and communication skills as well as positive attitude. I believe, I could enrich your team with my international background, experience and perspective.

PROJECTS, REPORTS & SUBJECTS PROJECTS DONE: • Single story family house • Two story family house with basement • Multi-purpose hall • Production drawings • Multi story housing • Refurbishment with extension for multi story building • Social housing refurbishment • Hospital renovation project REPORTS DONE: • Material science report on insulation • Business plan for small architectural drawing office • Building site report • Industrialized building systems • Industry and Technology report • Construction and architecture of high-rise buildings and skyscrapers

SUBJECTS AND TASKS: • Building design • Architectural technology • Architecture • Structural analysis • Structural calculations • Load carrying element sizing • Time planning • Budgeting • Life cycle costing • Ventilation plans and sizing • Water, sewer and heating systems • Renewable energy sources • Law documents • Risk management • Quality assurance

PROGRAM PROFICENCY

• •

• • • •

• •

Basic drawing skills Editing plans

Design Editing renders Editing pictures Making posters

Design posters Working with layout

Revit

• • • • • • • •

Sheets, types and templates Building envelope Details 3D images and rendering Interior design Materials Schedules and phases Families

SketchUp

• • • • •

Plot and landscaping Building envelope 3D details Renders Interior design

Simulation CFD

• • •

Simple simulations Setting boundary conditions Characterization

AutoCAD

Photoshop

SketchUp Layout

PROGRAM PROFICENCY • • • • •

Preparing documents Preparing forms Full editing of documents Importing Design

Powerpoint

• • •

Presentations Hyperlinks Design

MS Project

•

Planning

Word • • • •

• • • •

• •

Preparing spreadsheets Catalogues Formulas Graphs and charts

Design Making posters Designing portfolios Editing publications

Presentations Design

Excel

Publisher

Prezi

RECOMENDATION To whom it might concern Re: Elvijs Josts Elvijs Josts has been a construction architect intern at C.F. Møller Architects from 8th of February 2016 to 1st of July 2016. He has been working on various projects and covered the different project phases, from programming to detail design. Elvijs works with huge enthusiasm and responsibility. He was big asset to our teams at C.F. Møller and is a great team player. Elvijs ability to understand complex projects and designs, work fast and efficient in Revit, was highly valued on our New Hvidovre Hospital project. He was able to address and systematically solve difficult construction issues with our collaborators / sub consultants. Elvijs worked on our Hvidovre Hospital project - bedrooms, reception and waiting areas. C.F. Møller has several different projects on Hvidovre Hospital on which Elvijs assisted on several of these projects as constructing architect, detail designer and 3D modeler. Elvijs participated in client meetings and corresponded directly with our client. He covered different project phases. So I can only highly recommend Elvijs’s qualifications and skills to any architectural office. He will be a great asset to your team and project. Please feel free to contact us at C.F. Moller if you need further information. Yours sincerely Thomas Kaszner Senior Project Manager Architect maa

Thomas Kaszner Senior Project Manager, Architect maa, Construction Economist CEEC C.F. Møller Danneskiold-Samsøes Alle 28 DK-1434 København E: TK@cfmoller.com T: +45 32887865 www.fmoller.com Date: 2. July 2016

TWO STORY FAMILY HOUSE + BASEMENT Sundgardsvej 95 Final Proposal The client, Jhon (41 year old father) has been designed to take full advantage of the plot's views, and benefit of as much natural light as possible. The house has a Habitation space of 168 sqm plus the Basement. The panoramic view of the lake is visible from both the Ground and First Floor. The Ground Floor contains a 30 sqm Living Room + Dining Room, an Open 16 sqm Kitchen and a Utility Bathroom. On the First Floor we find the 15 sqm Master Bedroom with the Master Bathroom , the Children's Room's plus the bathroom for them as well. Down to the Basement we can find a Utility Room, a Game Room and a Sport Room for the whole family and an Office. The Basement has internal and external access. Good space for gardening and the outside covered terrace.

Outside Areas Plans

Views North - West

South - West

Terrace Views

North - East

South - East

First Floor

Ground Floor

Basement

Cross Sections Site Plan

Time Table

TWO STORY FAMILY HOUSE + BASEMENT Details

Crossection

Floor plans

First Floor 1. Outer leaf - Brick 108 mm 2. Soft insulation 252 mm 1. 3. Inner leaf - Concrete 120 mm 4. DPM 5. External leaf - Concrete 100 mm 2. 6. Hard insulation 200 mm 7. Cast in situ - 30 mm 3. 8. Cast in situ concrete 4. 9. Inner leaf - Concrete 180 mm 02 Groundfloor, terrain II 10. Wooden plynthe 11. Laminated floor - 10 mm 5. 12. Cork - 26 mm 13. Floor heating pipe 6. 14. Reinforcement mesh - 6 mm 7. 15. Cast in situ concrete - 60 mm 16. Spacer 17. Polystyrene - 80 mm 8. 18. Concrete slab element - 140 mm 19. Two gypsum boards - 13 mm each 9.

A1 108

252

120 7.058 25.261

10.

25 Degree Roof Pitch -DE-flex ventilation cap ridge 200 mm² -DE-flex ventilation caps 75 mm² -18 mm Plywood underlay with support for plywood

11. Roof Construction -300 mm x 600 mm Fiber Cement Slates -45 mm x 73 mm Battens c/c 270 mm -25 mm x 45 mm Distance Strips c/c 1000 mm -Bitumen Felt 2000 -Ventilation Caps 75mm² -Ventilation Cap Ridge 200mm² -Timber Trusses C40 c/c 1000mm type W -125 mm x 50 mm Rafter -125 mm x 50 mm Foot -100 mm x 50 mm Tie -18 mm Plywood Wind Breaker -38 mm Support for Wind Breaker -220 mm Rook Wool Insulation -120 mm Rook Wool Insulation

26 10

12. II

02 Groundfloor, terrain 0

13.

14.

Crawlway

04 Roof 23242

III

03 1st Floor 20850

04 Roof 23242

5.027 23.169 Gutter 120 mm x 72 mm Hidden Fascia Bracket Down pipe 75 mm 2 fascia boards each part 20 mm x 150 mm

15.

4800

Ceiling construction Danopanel non-demountable ceiling glass fiber reinforced gypsum panel 600x600x12,5mm

4600 4400

140

16. 4200

17.

4000 2327 2300

Balcony -I beam steel profile 200 mm -U-beam steel profile 240 mm -Wooden beam covering 100 x 200 mm with a distance between them of 300mm -wooden battens covering 25 x 50 mm -Steel square column 100 x 100 mm -Railling steel balcony 25 mm

22.083 3.680

3800 3600 3400

18.

3200 3000

2.700 20.955 2800 03 1st Floor 20850

III 2600

19. 2400

100

200

2200

180

Groundfloor

20.544 2.292 2000 1800

Ceiling construction Danopanel non-demountable ceiling glass fiber reinforced gypsum panel 600x600x12,5mm

Partition with external wall 1:5

1600 1400 1200

Window: -Mortar seal -12mm rock wool -Foam seal -Mastic seal Terace -HelioBus Mirrorshaft 100 x 80 mm -Patio Cover 100 x 100 x 50 mm -328 x 30mm Oak window sill -Sand 50mm -40 x 12mm Oak window sill support -Gravel 100mm

DATE: 12/05/13

CLASS: CAHS21

Fire protection R30 1000 U-Value demand: 0.15 W/m2K U-Value :0.13 W/m2K 800 600

Fire protection REI60 (RE60) 400

200

18.181 -0.002 02 Groundfloor 18145

18.008 -0.158

II 50

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

SUBJECT: Partition with exteral wall

Groundfloor Floor Constriuction: -Parquet bamboo 10 mm -Screed Cork 24 mm -Concrete slab 70 mm -Floor heating 20 mm PEPEX -Polystyrene 80 mm -Concrete slab element 140/34

02 Groundfloor 18145

100

PROJECT: Single Family House

2364 2294

Light shaft: -In situ cast concrete -100mm PVC downpipe -3mm steel reinforcement

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

Ground and 1st floor external wall -Inner Leaf 120 mm Concrete -Insulation 260 mm Mineral Wool -Outer Leaf 108 mm Brick ( 4mm stainlees steel wall ties inserted at intervals of 0.5m in every 6 course )

17.862 -0.316

7 A2 Balcony foundation -Prefabricated concrete foundation -Reinforcement bars 14 mm diameter -Anchors bolts

150

1. 600

2366 2384

Basement Walls (Expan 480 mm ) -Inner leaf 180 mm concrete -Insulation Polystyrene 200 mm -outer leaf 100 mm concrete Fire protection R60

2. U-value demand : 0.15 W/m2K

16.

U-value : 0.12 W/m2K

200

180

100

01 Basement 15442

02 Groundfloor, terrain

I 70

6. 7. 8.

5. 140

140

1313 26

55.85 36.65 57.5

12. 13.

Perimeter drain: -Pipe Ø 80 mm -Gravel sorrounding

300

80 1200

10.

01 Basement 15442

150

5. 7. 8. 9.

700

13.800 -3.516 640

Basement Floor Construction -10 mm Tiles -24 mm Cork -100 mm Concrete Slab -2 x 150 mm Polystyrene -400 mm Sand U-Value Demand : 0.10 W/m2K U-Value : 0.06 W/m2K

Basement

400

150 100

26 10

-2.682 15.478

02 Groundfloor, terrain

200

15.

1313

1. Concrete wall - 150 mm 2. Laminated floor - 10 mm 3. Cork - 26 mm 4. Cast in situ concrete - 70 mm 5. Floor heating pipes 6. Reinforcement mesh - 6 mm 7. Spacers 8. Polystyrene - 80 mm 9. Concrete slab element - 140 mm 10. Deck element connection 11. Cast in situ concrete - 30 mm 12. Poured concrete between deck elements 13. Two gypsum boards - each 13 mm 14. Danopanel (glass fiber reinforced) - 26 mm 15. Damproof layer 16. Tiles - 10 mm

1200

AN-X3(ELV)001 640

Radon membrane is placed directly below the concrete slab as a lining, well ajusted to internal corners across the entire basement and extends across the external foundation where it is glued.

300

External Foundation -Foundation 700 x 640 mm -6 reinforcement bars ø 14 mm

Cross section Elvijs 1 : 20

9. 11. 13. 1. 14.

150

Internal walls connection with deck elements 1:5

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY PROJECT: Single Family House

DATE: 12/05/13

SUBJECT: Internal walls connection with deck elements

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

CLASS: CAHS21

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

PROJECT: Single Family House

DATE: 01/11/14

SUBJECT: Cross Section

SCALE: 1 : 20

DRAWN BY: Elvijs Josts

CLASS: CAHS

AN-X3(ELV)001

MULTI–PURPOSE HALL,OFFICE AND CAFE

AN - 2 4(215)006

12.5

250

180

500

-Floor finish, 8mm parquet,8mm polyether foam sheet -30 mm concrede screed -300 mm hollowcore element -12mm reinforcement bars 8

200

100

150

100

Clinckers

ø 80

300

Wooden external wall + foundation 1:5

Sand

250

300

400

Gravel

Foundation: - 900 mm cast on site foundation with reinforcement steel bars - a soil plate 50x200 mm is placed on top of the foundation, for fixing the wooden wall element to it - 300x300 mm perimeter drain with Ø90 mm placed in the filter bed

320 PN-05(200)004

Wall element -150 load bering inner leaf -150 hard insulation -100 mm outer leaf -150 x 230 mm storey partition support

70 180

Sand

200

944

150

Gravel

Floor construction: - 25 mm wooden floor "Berg&Berg" - 150 mm concrete, with 75x150 mm polystyrene - DPM, moisture barrier - 2x150 mm hard insulation - polystyrene - 200 mm clinckers - 250 mm compressed sand - ground/ soil

150

194

100

21 38 1212

Taasinge.dk wooden wall: - 2x12.5 mm "Gyproc" gypsum board finish - 45 mm insulation - 0.2 mm moisture barrier - 200 mm insulation - 12 mm "Bygma" OSB pannels - 12x50 mm vertical battens for ventilation in every 600 mm distance between as maximum - 38x56 mm vhorizontal battens for cladding in every 400 mm - 21x118 mm horizontal "Metsa Wood" cladding Aat the bottom of the wooden wall element: - on the external part, a underlay batten for zinc profile is placed and as well a corrugated profile in order to prevent moisture penetration inside the wooden wall construction

340

Details

Hollow core element fixed on top of the consol with reinforcement and in-situ cast concrete

150

350

Hollow core + gable 1:5

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY PROJECT: Multi - Purpose hall: Site Plan

DATE: 09/25/14

SUBJECT: Hollow core + gable

SCALE: 1 : 5

AN - 2 4(215)006

MULTI–PURPOSE HALL,OFFICE AND CAFE Crossection

Fire class Actual: REI 60 Demand: REI 60 U-value Demand: 0,15 Actual: 0,13

Roof in Café

00 FOUNDATION -1000

Roof Construction

TTS 102

U-value Demand: 0,10 Actual: 0,10

3600

Top plate slope os 1:40

3600 B

2 layers of bitumen felt. 350mm Compressed insulation 7.450

7.500

6.088 5.063

Hollow core concrete element: BR10 Fire demand: REI 60 Fire classification: REI 60 A2-s1, d0 - Spaencom Hollow core element - You can get deck elements with lengths > 7200 mm - Ø12 mm the steel bar inside the hollow core element - 1 mm space between each sides of the hollow core element and modular lines - 4 mm space between two hollow core elements - 1198 mm the deck element

5.601

5.000

3.500

3.300 2.900

3.180

1100

2.652

WORK 02 1 Floor

III

WORK 01 Groundfloor, terrain

3500

2600

4350

200

200 300

2.100

2.600

III

Internal gypsum wall: thickness 145 mm BR10 Fire demand: No requirement Fire classification: EI 30 Thickness 145 mm - 95 mm minerl wool Insulation (Isover Flo) - 2x12.5x1200 mm Knauf plaster board - 51x35 mm Gyprock steel profiles

WORK 03 Roof 7550

6.150

4.350

356

3600 D

7500

Fire class Actual: R 60 Demand: R 60 U-value Demand: 0,15 Actual: 0,10

Fire class Actual: R 60 Demand: R 60 U-value Demand: 0,15 Actual: 0,11

3600 E

2666

200 1428 145 1428 200

2020

145 1635 200 1760 145

Internal concrete walls: Spæncom wall elements is carried out in the following standard dimensions: 120, 150, 180, 200, 250 and 300 mm. Other thicknesses according to order. Width module is by default 2400 mm, 3000 mm, 3600 mm and 4200 mm, otherwise divisible by 600 mm. Elements Manufacturing dimensions will usually be joint width 16 mm. Wall panels can be supplied with "skirt", for example. against stairwells. Internal concrete element: BR10 Fire demand: EI 60 Fire classification: EI 60 A2-s1, d0 - 200 mm concrete internal wall - Load bearing

1895

200

1989

145 1666 200

5650

200

0.000

75 75 300 100

WORK 01 Groundfloor, terrain

3600 F

70250 180

3600

2100

3500

Sandwich Element

Wall in Café

Taasinge.dk wooden wall construction: BR10 Fire demand: R 30 Fire classification: R 60 A2-s1, d0 BR10 U-value demand: 0,20 W/m2K U-value: 0,10 W/m2K WORK 02 1 Floor Thickness 385 mm - 18 mm cladding - 12 mm plywood - moisture barrier - 330 mm insulation - 12 mm plywood - 13 mm gypsum board finish

2600

7550

WORK 03 Roof

TTS plates: Module width is 2400 mm and Up to 36 meters. Sizing is based on European norms. 3600 3600 The upturn reinforcement is in the bottom of the two H G downI voltage points symmetrical according to the ridge. Guaranteed tensile strength of 173 kN. TTS plates are usually provided with the following: -Bed plates with welded anchors. Protects against damage caused by the relaxation and the final payment. -Lifting hangers near the plate end for hooking at the unloading and assembly

320

SkanDek.dk roof construction: M BR08 U-value demand: 0,15W/m2K U-value: 0,10 W/m2K BR10 Fire demands: K1 10 D-s2, d2 Fire classifications: K1 A2-s1, d0 Thickness 440 mm - bitumen roofing felt - 30 mm rigid insulation - 18 mm mounting steel recess - 2x150 mm insulation moisture barrier - furring 45x73 with 600 mm distance between filles with insulation - battens 25x100 - gypsum board 13 mm for fire

2196

-0.550

180 300120 100

1792

912 500

-0.700 -1.000

00 FOUNDATION -1000

Groundsupported Floor Fire class Actual: REI 60 Demand: REI 60 U-value Demand: 0,10 Actual: 0,08

Spaencom.dk prefabricated concrete elelemts: Width module is by default 2400 mm, 3000 mm, 3600 mm and 4200 mm, otherwise divisible by 600 mm. The smallest of the main goals should be for transport reasons not exceed 3600 mm - to a limited extent up to 4200 mm. Elements Manufacturing dimensions will usually be joint width 16 mm. Reinforcement: The reinforcement is carried out as netarmering of cold drawn profiled steel with characteristic strength > 550 MPa. There is supplemented with special reinforcement, where required. Fire requirement: if the thickness is minimum 150 mm, than is BS120. The height of the walls can be more than 9600 mm. Environmental class: Wall panels conducted by appointment for use in passive, moderate or aggressive environmental class. Construction concrete Facade element: BR10 Fire demand: R 60 Fire classification: R 120, A2-s1, d0 BR10 U-value demand: 0,20 W/m2K U-value: 0,13 W/m2K Thickness 500 mm - 180 mm concrete Inner leaf - 250 mm insulation - 70 mm concrete outer leaf

AN- - 3(2BY)001

01 GroundFloor for cross section 1 : 500

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY PROJECT: Multi - Purpose hall: Site Plan

DATE: 11/06/14

SUBJECT: Cross section

SCALE: As indicated

DRAWN BY: Josva Meitilberg

CLASS: CAHS 31

AN- - 3(2BY)001

HOUSE REFURBISHMENT + EXTENSION

MULTI-STORY HOUSING

1/3

2/3

2015S-39

SØNDERBROGADE

APARTMENTS

2015S-39

Qualities Fitting into the location

Efficient access area

Orientation to the quiet yard

Sun for the living room

Yard for social contacts

Floorplans 1:200

Apartment Types 1:100 Type 1 - 2 Bedrooms 3 apartments on groundfloor

Balcony 7.47 m²

Building area: 79.8 m2 Subsidised area: 114.6 / 110.7 m2 Bedroom 11.98 m² Bedroom 12.88 m²

Kitchen 12.35 m²

Living Room 29.17 m²

Entrance 6.57 m²

Bathroom 6.71 m²

Type 2 - 2 Bedrooms Balcony 6.94 m²

6 apartments, 2 per storey

Site 1:500

Sun Analysis

Building area: 85.6 m2 Subsidised area: 110.8 m2

Bedroom 11.99 m²

Kitchen 9.77 m²

Summer

Bedroom 16.24 m²

Living Room 31.42 m²

Entrance 8.45 m²

Type 3 - 1 Bedroom 12 apartments, 4 per storey

Bathroom 7.69 m²

Balcony 7.47 m²

.3 13

Building area: 65.1 m2 Subsidised area: 94.0 / 90.1 m2

Bedroom 12.62 m²

Winter

.3 53

Living Room 29.13 m²

Kitchen 12.12 m²

Entrance 6.58 m²

Bathroom 6.71 m²

Type 4 - 1 Office on groundfloor Building area: 79.8 m2 Not subsidised area The site at Sønderbrogade has a sunny but noisy orientation to south-east and a quiet orientation to a yard on the north-west, which only gets some sun in summer.

Section 1:100

Calculations of Area and Costs +14.6 m

Total area Total plot area Max allowed area 90% Percentage obtained

+11.8 m

+9.4 m

2’225 m2 2’572 m2 2’315 m2 87 %

Elevations 1:200

+6.4 m

+3.4 m

+0.4 m

North-West

South-West

Max budget Cost estimation Difference

42’883’095 DKK 41’297’245 DKK 1’585’850 DKK

MULTI-STORY HOUSING

3/3 2015S-39

Construction Time Schedule Tender Consideration Acceptance Design Construction Start Construction Hand-Over 16.03.2015

12.06.2015

1.10.2015

1.10.2016

Crossection

Inside Illustrations

14.735

Note All dimensions are in mm. Legend

External Wall Basement 150 mm insulation - Kingspan Kooltherm K8 350 mm cast on site concrete Fire

External Wall Brick 108 mm brick 18 mm air gap (Exception 8mm) 126 mm insulation - Kingspan Kooltherm K8 147 mm " 150 mm prefabricated concrete element paint finish

1217.81

Demand Actual Demand Actual U-Value Demand Actual

R60 R60 Rw 55 dB Rw 57 dB 0.1 - 015 W/m2K 0.09 W/m2K

Fire

R30 R30 Rw 55 dB Rw 55 dB 0.1 - 015 W/m2K 0.09 W/m2K

Sound

3317

1097

05 3rd Floor

Loadbearing Structure Mechanical Ventilation

The rainwater from the roof will be directed to a filter chamber and can be reused for the flush.

The used air heats up the fresh air before it leaves the building.

05 3rd Floor 9400

1605

40 175

1390

1297

Demand Actual Demand Actual U-Value Demand Actual Sound

1097

2390

297

DS 1000

Internal loadbearing Wall paint finish 200 mm prefabricated concrete element paint finish

2605

Rainwater Collecting

9400

395

220 70 87 18

1000

Sustainability

External Wall Topstorey 1 mm tatinium zinc plates 25 mm rough boards 25 mm distance strips 12 mm wind board (Fermacell Power Panel H20 1200x900) 400 mm frame (construction timber C24) insulation (Rockwool Flexibatts 880x600) DPM 0,2mm (Polyethylene DAFA Eco) 45 mm battens insulation (Rockwool A-batts 1000x455) 12 mm fermacell boards 1200x2400x12 mm paint finish

DS 1000

610

2391

297

DS 1000

V 610

6400

Demand REI60 Actual REI60 Sound Demand Rw 55 dB Actual Rw 55 dB

Internal lightweight Wall paint finish 120 mm prefabricated lightwight concrete element paint finish

1000 395

1000

04 2nd Floor

04 2nd Floor 6400

1605 1390

Gardening

Fire

Elevator loadbearing Wall paint finish 120 mm prefabricated concrete element paint finish

DS 1000

1305

Gypsum Wall 5 mm tiles 3 mm tile glue 1 mm watertight protecting sealing membrane 1 mm primer 13 mm gypsum plasterboard 13 mm gypsum plasterboard 75 mm aluminium construction isolation

1097

Trees and garden bins in the recreational area will produce food for the residents. It promotes also the social contacts. The compost can be reused for the soil and plants.

DS 1000

2390

297

2605

Sun Power The solarpanels on the south of the roof will produce electricity for the building. With the curtain wall the staircase will be heated up without a heating.

03 1st Floor

DS 1000

Floor 15 mm parquet 3 mm glue 87 mm screed (floorheating) 70 mm sound muffling isolation 220 mm prefabricated hollow core slab

1000 395

1000

IV 610

3400

03 1st Floor 3400

1605 1390 2400

120

1865

200

3785

DS 1000

Fire Demand R30 Actual R30 Sound Demand R'w 55 dB Actual R'w 55 dB U-Value Demand 0.5 W/m2K Actual 0.5 W/m2K

Floor Bathroom 7 mm tiles 3 mm tile glue watertight protecting sealing membrane 95 mm screed (floorheating), shower drain 65mm 70 mm sound muffling isolation 220 mm prefabricated hollow core slab

2605

297

DS 1000

2390

1097

T_A_N_-_X_3_2ET_002

Floor Basement 1000

02 Groundfloor, terrain

1000

III

400

011 Street level

20 mm screed 100 mm cast in situ concrete 100 mm hard insulation (Kingspan) 100 mm hard isulation (Kingspan) 50 mm hard insulation (Kingspan)

02 Groundfloor, terrain 400

011 Street level 0

Crosssection 1 : 50

DS 1000

Material 00 Basement

-2600

00 Basement -2600

K01_TXX_H1_EX_N13

00 Foundation

-3507.59

Slabs

Shears

Columns

Foundation

00 Elevator bottom

00 Foundation -3507.59

-3720

00 Elevator bottom -3720

Crosssection A 1 : 25

Brick

Curtain Wall

Bring ideas to life VIA University College

Zinc Cladding

Sonderbrogade Apartments

DATE: 06/09/15

SUBJECT:

Crosssection A

SCALE: As indicated CLASS:

DRAWN BY: Elvijs Josts, Nathalie Gerber, Silvia Szalay

South-East

North-East

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

T_A_N_-_X_3_2ET_002

MULTI-STORY HOUSING Elevations 14.752

14.491

14.752

12.900

13.256

12.900 12.373

11.400 10.200 9.182

12.875 12.500 11.703

11.400 10.500

10.500

9.400

9.348

9.150

8.703

8.400 7.400

7.500

7.500 6.675

6.348

5.565

5.400 4.400 3.930

4.500

1.400

3.348

2.401

2.400 1.500

1.250

0.400

0.000

-0.600

0.400

600 600

-2.600

600

-3.200 -3.700

2.703

1.250

0.905

600

0.000

6.348 5.880 4.500

3.400

3.348

2.400

8.565

7.500

-3.200 -3.700

-3.800 -4.300

01 East 1 : 100

-3.800 -4.300

02 North 1 : 100

T_A_N_-_X_2_205_301

14.752

14.271

12.174

12.875 12.312

12.900 12.900

10.500

9.400

9.150

7.500

11.400 10.500 9.400

9.348

6.400

5.880

4.500

7.500

3.400

2.400 1.500

0.905

0.400

600

1.400 0.000

600

-3.200 -3.700

4.400 3.400

2.400

0.000

-0.600

7.400

5.400 4.500 3.348

1.500 1.250

9.150

6.400

6.348

4.500

2.672

10.400

8.400

7.500

5.672

03 South 1 : 100

14.491 12.900

11.886

8.703

8.672

6.400

14.752

14.491

-2.600

600

-3.800 -4.300

-3.200 -3.700

-3.800 -4.300

04 West 1 : 100

Bring ideas to life VIA University College

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

Sonderbrogade Apartments

DATE: 06/21/15

SUBJECT:

Elevations

SCALE: 1 : 100

DRAWN BY: Elvijs Josts

CLASS:

T_A_N_-_X_2_205_301

MULTI-STORY HOUSING T_A_N_-_6_5_215_205

12400

Concrete 190 mm Hard insulation 100 mm Hard insulation 150 mm Mortar 10 mm Klinkerblock 100x190x260 mm Hard insulation 100 mm Hard insulation 175mm

60 mm block to support the ramp foundation for the block

175

101

100 10

150

100

190

VII

60X140X210 mm pavement tiles

06 Roof

250

100 1050

400

149

011 Street level

Roof Titanium zinc plates Boards 21 x 145 mm Distance strips 45x50 mm Trusses 400x45 mm Insulation 200 + 200 mm DPM 0,2 mm Battens 45x45 mm Insulation 45 mm between the battens Gypsum boards 13 mm - 2 layers

06 Roof 12400

Externall wall Tatinium zincplates Rough boards 25x100 mm Distance strips 25x50 mm Wind board (Fermacell Power Panel H2O 1200x900x12,5 mm) Frame 400 mm ( Construction Timber C24 ) Insulation 400 mm ( Rockwool Flexibatts 880x600x95 mm) DPM 0,2 mm (Polyethylene DAFA Eco ) Battens 45x45 mm Insulation 45 mm (Rockwool A-batts 1000x455x45 mm) Fermacell boards 1200x2400x12 mm T_A_N_-_6_5_215_201 Fire :

-actual:REI60 A2-s1,d0 -demand:REI60 A2-s1,d0 U-value: -actual: 0.10 W/m2K -demand: 0.15 W/m2K Sound: -actual: R'w>55dB L'nw<48 dB -demand: R'w>55dB L'nw<48 dB

13 13

10 0

Landing 250 mm Choking to prevent vibrations

Ramp for level access with place for water 20 mm grating Special bent profile for ramp 011 Street level

Details

Fire:

-actual:BROOF(t2) [class T roof covering] -demand:BROOF(t2) [class T roof covering] U-value: -actual: 0.09 W/mK -demand: 0.10 W/mK

550 Detail - Level access 1:5

Bring ideas to life VIA University College

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

Sonderbrogade Apartments

DATE: 06/21/15

SUBJECT:

Level Access

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

400

Detail - Roof - External wall - eave 1:5

T_A_N_-_6_5_215_205

Bring ideas to life VIA University College

CLASS:

Multi-storey building

DATE: 06/16/15

SUBJECT:

Roof - Wooden external wall

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

105

Fire:

Staircase wall Titanium sinc plates Rough boards 25 x 100 Distance strips 25x50 Wind board (Fermacell Power Panel H2O 1200x900x12,5 mm) Wall frame 95 mm ( Construction Timber C24 ) Attached with Simpson Strong-tie105x90 to concrete wall Insulation 95 mm (Rockwool Flexibatts 880x600x95 mm) Insulation (Rockwool Flexibatts 880x600x45 mm) DPM 0.2 mm Concrete wall 200 mm

135

200

T_A_N_-_6_5_215_201

CLASS:

220

4515

150

25 12 95

100

-actual:BROOF(t2) [class T roof covering] -demand:BROOF(t2) [class T roof covering] U-value: -actual: 0.09 W/mK -demand: 0.10 W/mK

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

50 50

105 T_A_N_-_6_5_215_203

062 Box Roof

14271.13

062 Box Roof 14271.13

T_A_N_-_6_5_215_204

13 13 45

401

Staircase roof Bitumen felt 2 mm Hard insulation 150 mm DPM 0.2 mm

06 Roof 12400

VII

At edge batten 45 x 135 mm board 15 x 100 mm to make small overhang

06 Roof 12400

200

12 25 95 25

Detail - Roof - Staircase wall 1:5 Detail - Staircase Roof - Staircase wall 1:5

Bring ideas to life VIA University College

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

Multi-storey building

DATE: 06/18/15

SUBJECT:

Roof - Staircase wall

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

CLASS:

T_A_N_-_6_5_215_203

Bring ideas to life VIA University College

SCHOOL OF TECHNOLOGI AND BUSINESS Horsens

PROJECT:

Sonderbrogade Apartments

DATE: 06/18/15

SUBJECT:

Staircase wall - staircase roof

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

CLASS:

T_A_N_-_6_5_215_204

SOCIAL HOUSING REFURBISMENT

SOCIAL HOUSING REFURBISMENT Elevations

11.841

9.610

9.408 8.860

9.177

8.780

8.000 06 Attic

VII

8450

06 Attic

8450

6.200

05 Bottom of the roof

6700

4.800

5800

04 2nd Floor

6700

04 2nd Floor

5800

-0.390 02 Groundfloor

III

01 Basement -2450

00 Foundation

East 1 : 100

03 1 Floor

2900

1.350

1.045

-0.682

1.000

5800

2.145

02 Groundfloor

01 Basement

00 Foundation

-2450

III

01 Basement -2450

00 Foundation

-2970

III

-1.116

01 Basement

00 Foundation

11.841

9.260

VII

8450

06 Attic

8450

7.945

VII

8450

6700

05 Bottom of the roof

6700

5.060

5800

04 2nd Floor

2.160

03 1 Floor

2900

-0.390 III

01 Basement -2450

00 Foundation

-2970

West 1 : 100

-1.116

-0.682

III

02 Groundfloor

01 Basement -2450

00 Foundation

2.145

01 Basement -2450

00 Foundation

03 1 Floor 2900

III

-2970

04 2nd Floor

2900

5800

R 02 Groundfloor

05 Bottom of the roof 6700

5.045

5800

R IV

06 Attic 8450

6700

04 2nd Floor

5800

2900

VII

6.982

03 1 Floor

-2450 -2970

North 1 : 100

7.960

02 Groundfloor 0

-2970

9.255

04 2nd Floor

03 1 Floor 2900

1.500 1.150 0.805

-0.076 III

-1.116

11.841

05 Bottom of the roof

04 2nd Floor

-0.305 -0.750

-2970

06 Attic

2900

0.655

05 Bottom of the roof 6700

5.045

5800

1.900

2900

3.300 03 1 Floor

06 Attic

6.944

6700

04 2nd Floor

VII

8450

6.922 05 Bottom of the roof

7.945

VII

02 Groundfloor 0

-2970

01 Basement -2450

00 Foundation -2970

South 1 : 100 Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Mimersgade social housing

DATE: 10/28/15

SUBJECT:

Elevations

SCALE: 1 : 100

DRAWN BY: Elvijs Josts

CLASS:

AN-X2(2BY)001

SOCIAL HOUSING REFURBISMENT D

Top level

VIII

11818

Top level 11818

AN-X5(2KL 215)002

AN-X5(2KL 215)011 AN-X5(2KL205)009

End of curtain wall

Attic Paper insulation 400mm Paper insulation 0.039 Wm2/K/ Truss 150mm 2x12.5mm Gypisum board

VIII

9100

End of curtain wall 9100

400

VII

25 150

Existing brick wall Wintergarden with curtain wall and roof

8.050

06 Attic 8450

160

8450

290

06 Attic

575

Catwalk

120

Roof Red clay roof tiles 56 mm Roof batten 38x56 mm c/c 600 mm Distance battens 25x45 mm c/c 600 mm Sarking felt 3 mm Pine tongued and grooved boards 21x145 mm New rafter 350 mm / Existing rafter 125 mm / paper insulation 0.039 Wm2/K 350 mm

8.275

2500

Fire EI 30 (for ceiling)

2223

U-value actual (demand) 0.07 W/m2K (0.07 W/m2K)

1840

6.650 05 Bottom of the roof

6700

05 Bottom of the roof 6700

565

Existing staricase

1287 2158

04 2nd Floor

5800

5.680

355

1400

Extraction 15 l/s Placed above the doors

Existing Baumadeck

290

Existing brick wall

338

Stud wall (on W facade)

External cavity wall 120

635

5.150

1400

Fire actual (demand) REI 60 (REI 60 A2-s1,d0)

Internal stud wall 120mm

2780

Construction

Sound 30 dB

4.265

108 139 108 150

10 10 40

2588

U-value actual (demand) 0.10 W/m2K (0.10 W/m2K)

04 2nd Floor 5800

287

Zinc cladding - 4mm Air gap - 7mm Battens 80x15mm, C/C 85mm Battens / Ventilated cavity - 15mm Water tight membrane Insulation/Stud - 170mm Insulation/Stud - 250mm Damp proof course Plaster boards - 2x12.5mm

120

Stud wall structure

Click tiles 40mm Mesh to fasten tiles 10mm Air gap 10mm Polystyrene Kolterm K5 external wall board 150mm Old brick 108mm Cavity 139mm Old brick 108mm Plaster 7mm Fire actual (demand) REI 60 (REI 60 A2-s1,d0)

2308

Gypsum board 12.5 mm Gypsum board 12.5 mm Mineral wool insulation/studs 25 mm Gap 20 mm Mineral wool insulation/studs 25mm Gypsum board 12.5 mm Gypsum board 12.5 mm

U-value actual (demand)

565

3.750

0.09W/m2K (0.1W/m2K)

685

Sound 30dB 10

850

355

2.780

120

Curtain glass wall

Steel brackets holding the balcony slab

1400 290

Extraction 15 l/s Placed above the doors

338

Construction

External heavy wall

50 mm Timber frame with aluminum cover

Construction

2.588

Sound 38dB

Legend

2.250

Existing brick wall

Clay tile 40 mm Ventilated cavity / horizontal fastening system for clay tiles 20 mm Polystyrene Koltern K5 external wall board 0,015W/m2K 150 mm Existing brick wall 380 mm Plastering 7 mm

Clay click tiles Existing structure

1400

Plasterboard

2780

Floor partition structure 2588

2308

Plywood

0.850

120

850

0.09W/m2K (0.1W/m2K)

Sound 30dB 240

Cast-in-situ concrete

5 5 1040

Prefabricated concrete Mineral wool and paper insulation

AN-X5(2KL 205)001

All dimensions shown in mm

Sound 53dB

-0.120

REI 60 (REI 60 A2-s1,d0)

U-value actual (demand)

Steel

Fire actual (demand) REI 60 A2-s1,d0 (REI 60 A2-s1,d0)

2181

Legend details 1:5 III

AN-X5(2KL 215)001

02 Groundfloor 0

2760

302

III

Fire actual (demand) 355

Aluminium

120

1.365

Wood

Wooden floor - 22 mm Underlay 2mm Plywood boards with instaled floor heating pipes - 30 mm Polystyrene 0,02 W/m2K - 100 mm Sound insulation membrane - 2mm Existing floor partition - 150 mm Plastering or suspended ceiling 380

635

Polystyrene

02 Groundfloor

03 1 Floor 2900

312

2900

Tripple glazing timber / aluminium window 0,52 W/mÂ˛K

120

2181

03 1 Floor

Ă¸ 80

Balconies Construction

50 50 50

10 10 40 150

380

Prefabricated fiber reinforced balcony slab 120 mm conncetion with UNP bracket

250

2148

580

4.00 -1.757

2148

Fire R60 (A2, -s1, d0)

AN-X5(2ET 210 03)003

-1.575

4.00 -1.745

Basement external wall Construction

External Staircase top

200

01 Basement

Rockwool insulation 0,037W/m2K, 200 mm Bitumen painting 3 mm existing brick wall 380 mm Plastering 7 mm

-1851

380

U-value actual (demand) 0.16W/m2K (0.17W/m2K)

380

-2.450

200

External Staircase top -1851

580

-2450

01 Basement -2450

160 160 80

00 Foundation

-2970

00 Foundation -2970

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Mimersgade social housing

DATE: 1.12.2015

SUBJECT:

Section A-A

SCALE: As indicated CLASS: AH 51P

DRAWN BY: Laura Cukkere

AN-X3(2BY)001

SOCIAL HOUSING REFURBISMENT Top level

VIII

11818

End of curtain wall

Top level 11818

VIII

8.927

9100

End of curtain wall 9100

Stud wall construction above the roof

120

06 Attic

VII

8450

06 Attic 8450

160

7.895

7.519 200

Extraction 40 l/s

885

U-value actual (demand) 0.07 W/m2K (0.07 W/m2K)

2095

6.600

1801

6700

Extraction 40 l/s

Fire EI 30 (for ceiling)

6.700 05 Bottom of the roof

160

125

8.000

VI 1400

05 Bottom of the roof 6700

15010 918

458

5.775 04 2nd Floor

04 2nd Floor 5800

312

5800

160

5.488

Existing Baumadeck

290

125

160

290

100

0 16

Extraction 15 l/s

5.150

Floor partition wet room

2308

Lightweight concrete blocks 200 mm Fire actual (demand) EI 60 A2-s1,d0 (EI 60 A2-s1,d0)

External cavity wall Click tiles 40mm Mesh to fasten tiles 10mm Air gap 10mm Polystyrene Kolterm K5 external wall board 150mm Old brick 108mm Cavity 139mm Old brick 108mm Plaster 7mm

Extraction 40 l/s

2588

Construction

2300

Floor tiles and adhesive 20mm Concrete layer 50mm Floor heating pipes (Ø15mm, C/C 150mm) Sound insolation layer 2mm Hard polestyrene insulation 90mm Existing floor slab (Baumadeck + concrete) 150mm Hangers for suspended ceiling ( 40x40mm) Aluminium profiles 50x50 mm Suspended anti-humidity, aluminium ceiling 6mm

Shaft wall

10 40

10 7 108 139 108 150

Construction Extraction 40 l/s

3.750

Fire actual (demand) REI 60 (REI 60 A2-s1,d0)

200

Fire actual (demand) REI 60 A2-s1,d0 (REI 60 A2-s1,d0)

U-value actual (demand)

Sound 53dB

0.09W/m2K (0.1W/m2K)

Sound 30dB

2.900 03 1 Floor

160

2.588

290

160

290

Elevator shaft

110

Extraction 15 l/s

2.250

External heavy wall Construction

Extraction 40 l/s

150 20

Clay tile 40 mm Ventilated cavity / horizontal fastening system for clay tiles 20 mm Polystyrene Koltern K5 external wall board 0,015W/m2K 150 mm Existing brick wall 380 mm Plastering 7 mm

380

Floor partition structure

2308

2300

2588

0.850 Internal stud wall 120mm Construction Gypsum board 12.5 mm Gypsum board 12.5 mm Mineral wool insulation/studs 25 mm Gap 20 mm Mineral wool insulation/studs 25mm Gypsum board 12.5 mm Gypsum board 12.5 mm 02 Groundfloor

03 1 Floor 2900

312

2900

Fire actual (demand)

REI 60 (REI 60 A2-s1,d0)

U-value actual (demand)

0.09W/m2K (0.1W/m2K)

Sound 30dB

Fire actual (demand) REI 60 A2-s1,d0 (REI 60 A2-s1,d0) Sound 53dB

0.000

III

02 Groundfloor 0

312

302

-0.312

113

-0.402

AN-25(2ET 205 01)010 Metal sheeting - to lead away moisture from ventilated cavity.

5.00 -0.823

200 120

-1.178 Basement external wall

Construction Lighweight concrete blocks 120 mm

Construction

2138

2148

2138

Internal load bearing wall 380 150 150

2321

Fire actual (demand) REI 120 A2-s1,d0 (REI 60 A2-s1,d0) External Staircase top

200

Rockwool insulation 0,037W/m2K, 200 mm Bitumen painting 3 mm existing brick wall 380 mm Plastering 7 mm U-value actual (demand) 0.16W/m2K (0.17W/m2K)

-1851

External Staircase top -1851

-2.450 01 Basement

01 Basement -2450

699

-2450

00 Foundation

-2970

00 Foundation -2970

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus Horsens

PROJECT:

Mimersgade social housing

DATE: 1.12.2015

SUBJECT:

Section B-B

SCALE: 1 : 20

DRAWN BY: Laura Cukkere

CLASS: AH 51P

AN-X3(2BY)002

PRACTICAL PLACEMENT AT C.F MÃ&#x2DC;LLER Detail/family

I was mostly working with details and creating a reception desk, designing it, making a family and construction plans/details.

LUXURY APARTMENT BUILDING Elevations 9.482 06 Pitched Roof Top 9147.5 05 Flat Roof Bottom

VI VII

1812

910

1812

8.350

8.145

8.350

06 Pitched Roof Top 9147.5 05 Flat Roof Bottom

VI VII

8747.5

6.933

6.000 04 2nd Floor

5.345 1572

1968

1572

1368

1212

1188

1212

1368

1572

1248

1572

3420

1572

1248

1572

1368

1212

1188

1212

1368

1572

1968

1572

04 2nd Floor

6000

2.465

2.012

03 1st Floor

3200

0.900

0.800

0.000

-0.164

2345

120

3200

02 Groundfloor, terrain

3.200 2.345

735

R 03 1st Floor

2145

4.300

ANXX2(2BY)002

III

02 Groundfloor, terrain

III

01 Basement

-3.070

-2900

01 Basement

-2900

-3.670

00 Foundation

-3670

North 1 : 100 3647

9.147 06 Pitched Roof Top 9147.5 05 Flat Roof Bottom

3789

9.482

VI 8.350 VII

9.482 VI VII

8.145

8747.5

6.000 V

6000

6.000 5.345

5.145

655

04 2nd Floor

06 Pitched Roof Top 9147.5 05 Flat Roof Bottom 8747.5

7.118

04 2nd Floor 6000

3.200 2.345

3200

2.145

01 Basement

III 1812

-2900

00 Foundation

0.000

III

0.900

0.000 02 Groundfloor, terrain

03 1st Floor 3200

1055

03 1st Floor

2145

4.318

900

1956

1812

1800

1668

1800

1812

1956

1812

900 348 900

1812

1956

1812

1800

1668

1800

1812

1956

900

-3.070

02 Groundfloor, terrain 0

1812

01 Basement -2900

-3.670 I

-3670

00 Foundation -3670

South 1 : 100

Bring ideas to life VIA University College

VIA Built Environment & Engineering

Campus Horsens

PROJECT:

RÃ¦kkehuse

DATE: 10/31/16

SUBJECT:

North and South elevation

SCALE: 1 : 100

DRAWN BY: Elvijs Josts

CLASS: AH7A16

ANXX2(2BY)002

LUXURY APARTMENT BUILDING Details

Concrete element Horizontal bracket

A-Profil

Vertical bracket

Insulation

Steel profile

Vertical bracket

A - Profil

D2-N07

Horizontal bracket 140 Detail 2 - Click brick facade - Mounting 2 1:5

30 60

Horizontal Brackets

C - Profil 37

229

200

B - Profil 65

200

A - Profil 50

Profiles

490

130

490

229

140

200

25 25

Vertical Brackets

100

140

Screws

40 78

Detail 2 - Click brick facade - System components 1:5

Detail 2 - Click brick facade - Clay tile element 1:5

Bring ideas to life VIA University College

Detail 2 - Click brick facade - Mounting 1 1:5

VIA Built Environment & Engineering

Campus Horsens

PROJECT:

RĂŚkkehuse

DATE: 02/15/17

SUBJECT:

Mounting and system componenets

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

CLASS: AH7A16

D2-N07

LUXURY APARTMENT BUILDING Details D2-N03

590 10

150

140

10 80

Bitumen felt melted on zink flashing

Metal profile for enclosing ventialted cavity.

Brackets, bolted to brick layer

390

43 49

Plastering

Vertical hangers, fastened to brackets

Zink flashing to prevent insulation from rain water

clay tile 40 mm ventilated cavity / horizontal fastening system for clay tiles 20 mm polystyrene Koltern K5 external wall board 0,015W/m2K / vertical fastening system for clay tiles 150 mm outer concrete leaf 80 mm insulation 140 mm inner concrete leaf 150 mm plasterng 7 mm

External wall 250

Air gap 10 mm

100

External wall

clay tile 40 mm ventilated cavity / horizontal fastening system for clay tiles 20 mm polystyrene Koltern K5 external wall board 0,015W/m2K / vertical fastening system for clay tiles 150 mm outer concrete leaf 80 mm Insulation 140 mm inner concrete leaf 150 mm plasterng 7 mm

Flat roof with wooden studs General thickness 730 mm U-value 0.07 W/m2K Roof slope 3º

66 134

250

Tripple glazing timber / aluminium window 0,52 W/m²K Legend Clay click tiles Existing structure

Legend

Polystyrene

134

Plasterboard

Polystyrene

57 43

Aluminium cladding

Aluminium

Plywood

Flat roof and facade 1:5

Cast-in-situ concrete

150

Polystyrene Kolterm K5 external wall board 0.015 W/m²K

Detail2 - Facade - Window/Wall connection 1:5

Plywood Cast-in-situ concrete

Mineral wool and paper insulation All dimensions shown in mm

VIA Built Environment & Engineering Campus Horsens

Mimersgade social housing

DATE: 01/24/16

SUBJECT:

Window - wall connection

SCALE: 1 : 5 CLASS: AH7A16

Roof

Prefabricated concrete 7

Legend details 1:5

PROJECT:

DRAWN BY: Elvijs Josts

Steel

Prefabricated concrete

Air gap 10 mm Bring ideas to life VIA University College

Renders

Wood

Steel

5 10 80

Plasterboard

Aluminium

Click Tiles Height of an element - 200mm

140

Wood

150

Clay click tiles

390

D2-N11

bitumen felt 3 mm bitumen felt 3 mm polystyrene insulation forming roof slope 100 mm oak tongued and grooved board 21 mm mineral wool insulation 250 mm mineral wool insulation 250 mm wooden studs 60x500 mm damp proof layer 0.3 mm mineral wool insulation 95mm wooden battens 95x95 mm plasterboard 13 mm

150

140

150

Mineral wool

All dimensions shown in mm

Legend details 1:5 Bring ideas to life VIA University College

VIA Built Environment & Engineering

Campus Horsens

PROJECT:

Rækkehuse

DATE: 02/15/17

SUBJECT:

Flat roof and facade

SCALE: 1 : 5

DRAWN BY: Elvijs Josts

CLASS: AH7A16

D2-N03