Portfolio by Grazvile Savickaite

PORTFOLIO

Architectural Technology and Construction Management

Grazvile Savickaite

CURRICULUM VITAE

GRAZVILE SAVICKAITE

20/12/1993 Nationality : Lithuanian

SOFTWARE

Revit AutoCAD SketchUP Pro LayOut Photoshop InDesign 3ds Max

Lumion Build Desk U Sigma Enterprise Be10, Be15 Microsoft Office MS Project

Address : Lindealle 14 1-7, 8700 Horsens, Denmark

PPOFESSIONAL EXPERIENCE

Telephone : +45 50 28 06 44

e-mail : grazvile.savickaite@gmail.com linkedin.com/in/grazvile-savickaite1993/

PERSONAL&SOCIAL SKILLS I see myself as motivated person who conquers every challenge that comes in the way. I am ambitious and I do not like to put away a situation without figuring out a solution for it. I have a positive attitude, and I find it easy to communicate with different people. I am curious and egger to learn and I can quickly familiarize myself with new tasks and workflows. I am meticulous to details, like to work hard and I am able to work well independently and with other team members to ensure that a project stays on time and runs smoothly. My collegues describe me as hard working, responsible and reliable person, that shows my ability to build trust and foster productive relationships across the organisation and its disciplines.

Rem Pro, Riga, Latvia

Architecture, Engineering & Construction Management Company

02/2016 - 07/2016

Intern, Constructing architect/engineering department - Assisted constructing architects/engineers on building complex of single family houses project, Liepaja Prison project - Worked with AutoCAD, Revit 3D, 3ds Max VIA University College 2014 - 2015 Student mentor - Communication, social and psychological teaching - Guiding students through the basic concepts of the courses

Lithuanian English Russian

LANGUAGES

Dutch Danish

EDUCATION&QUALIFICATIONS

VIA University College Horsens, Denmark

BA Architectural Technology and Construction Management

2013 - 2017

Vilnius Gediminas Technology University Vilnius, Lithuania

Junior Architect Diploma (Special preparation courses)

2007 - 2012

Trakai Art School

2004 - 2007

1st semester

PERSONAL FEATURES - Time management skills and punctuality - Responsible - Excellent teamwork skills - Flexibility - Maximalist

- Willingness to work and improve - Fast learner - Hard worker - Very patient - Excellent communication skills - Well-developed presentation skills - Great planning and organization skills

PROJECTS

SINGLE FAMILY HOUSE Started working with Revit, SketchUp and rendering programs

Traditional TWO-STOREY HOUSE 2nd semester Focused on static analysis, building services, rendering programs and construction details

MULTIFUNCTIONAL HAL. industrialization 3rd semester Focused on production drawings (concrete wall element, factory layout, Running building site

PERSONAL INTERESTS

I like communicating with friends and participating in various cultural events since I see them as a good way to get acquainted with new people as well as develop my social skills. As well, I love traveling, regularly approach the gym to maintain both, my body and mind sharp. The most of all, I am passionat about drawing, it lets me to forget about everything and concentrate only on that moment, enjoy every second of it. Time to time, after a hard day of studies or work I prefer to watch a good movie together with my friends or my beloved one.

RESIDENTIAL SUSTAINABLE MULTI-STOREY 4th semester SOCIAL HOUSING FOcused on the building’s energy performance and specialization in soil and concrete work

REFURBISHMENT OF AN OLD BUILDING - ART SCHOOL (SUSTAINABLE TRANSFORMATION)

5th semester

Focused on sustainable construction and special customization of cast in-situ structures

LIEPAJA PRISON PROJECT

6th semester Focused on construction details, AutoCAD

KINDERGARTEN AND DAY-CARE CENTER PROJECT ‘’WIND MEADOWS’’ Focused on construction details, building services

7th semester

OTHER

Licenses : Driver’s license (Category B) References : - Steen Fynbo Larsen Bygningskonstruktør VIA ATCoM, Campus Horsens, Denmark Mobile : +4587554171; Email : SFL@via.dk

- Andre Raimundo Creative director Rem Pro, Riga, Latvia Email : andre@rem.lv

SINGLE FAMILY HOUSE

FIRST SEMESTER The main idea of the first semester project was to introduce us to the concept of rules and demands, when coming to design technology and construction planning. This was the first project that I have done, and the first time I got in touch with the architectural concept. The project consisted in designing a single family house which was suitable for family with two children, using a maximum space of 150 m2. The approach on the project included having a simple design that can be integrated in the surroundings. Near the neighborhood there is a lake, which was also a main focus point taken into consideration when positioning the house on the plot. Layout of the rooms follows Danish design, meaning that the kitchen, dining and living area are integrated into one big opened space.

SINGLE FAMILY HOUSE

SECOND SEMESTER Second semester project was focused on designing a single family house on two storey, with basement. As client, the family was very enviromentally-conscious and wanted as many sustainable solutions as possible. 1420

150

10652

3690

6000

1300

1068

1300

744

808

1300

2544

1608

1272

528 7488

8492

1140

16 Corridor 4.68 m²

4188 1300

4152

01 Basement 1 : 50

02 Groundfloor, terrain 1 : 50 1128 4800

912

780

1300

1272

828

912

5 Installation shaft 1.1 m²

3 Kitchen, Living room, Dining Area 32.7 m²

1332

15 Saircase and Entrance 12.75 m²

828

14 Play room 10.06 m²

2100

2 Bathroom 5.96 m²

1 Office 10.79 m²

1300

17 Storage Room 10.79 m²

13 Gym 17.1 m²

492

The house should have had a sloping roof covered with slates or roofing felt. In some parts, the client requested some od the external walls to be covered with wooden cladding, and also a balcony with a nice view.

1272

19 18 Installation shaft Scullery and Utility 1.08 m² 5.96 m²

1132

2020

DW+DR

528

4668

492

1300

1008

700

988

1020

1588

150

310

150

492

2860

4 Staircase and Entrance 12.75 m²

* Size of the building is 170m2, excluding basement. The family wanted to have three or four rooms in the basement, with both internal and external staircase. The design of the habitable area was following the Danish design, with opened kitchen and dining room. V7

2268

912

528

492

708

1272

1848

492

10668

1420

150

3690

150

220

150

310

150

5700

10652

1068

1300

744

808

1300

2544

1608

1272

4668

528

492

2100

1640

1780

150

220

1300

6000 3690

150

310

1588

1420

150

828

1272

828

912

150

3910

828

10652

492

2100

828

1272

828

912

828

912

780

1300

912

828

1008

912

1008 492

2508

8508

528

8 Master Bedroom 15.61 m²

7 Room 6.04 m²

12 Installation Shaft 0.7 m²

1272 8508

9 Walk-in Closet 3.19 m²

2508

912

4 Staircase and Entrance 12.75 m²

1128

492

2268

10 Bedroom 10.25 m²

11 staircase 14.63 m²

DN 1726

* V7

4188

1728

DW 912

4 Staircase and Entrance 12.75 m²

03 1 Floor 912

V7 1 : 50 528

492

2860

708

1272

1848

492 1128

492

528 2268

912

528

492

10668

02 Groundfloor, terrain 1 : 50

848

528 912 528 912

4188 1300

02 Groundfloor, terrain 1 : 50 V7

1332 4800

1272

4668

6 Bedroom 12.47 m²

1728

14 Play room 10.06 m²

15 Saircase and Entrance 12.75 m²

1332

3 Kitchen, Living room, Dining Area 32.7 m²

3 Kitchen, Living room, Dining Area 32.7 m² UP

4188

15 Saircase and Entrance 12.75 m²

5 Installation shaft 1.1 m²

14 Play room 10.06 m²

808

1020

1008

1008 492 7488

1 Office 10.79 m²

7488

1272

8492

1 Office 10.79 m²

1272

492

1132 1300 1140

2 Bathroom 5.96 m²

528

1008

988 1300 1132

8492

16 Corridor 4.68 m²

1140

4152

16 Corridor 4.68 m²

2 Bathroom 5.96 m²

528

13 Gym 17.1 m²

1300

DW+DR

13 Gym 17.1 m²

1300

2020

19 18 Installation shaft Scullery and Utility 1.08 m² 5.96 m² 17 19Storage Room 10.79 m² 18 Installation shaft Scullery and Utility 1.08 m² 5.96 m²

1300

1020

700

988

6000

DW+DR

2115

8508

528

492

528

1272

513

912

1608

1272

2000

1608

4668

2510

2544

912

1300

3015

808

1008

744

1020

1300

1780

6000

1068

10668

708

1272

1848

492

528

UNIVERSITY COLLEG SCHOOL OF TECHNO

SINGLE FAMILY HOUSE

AN-05(2E

1313 50 1313

Section 2.1

AN--3(2BY)002 Storage room 11.63 m²

W D W+D Scullery & Utility FD 5.17 m² Installation B+ WT 1.21 m²

2.1...... 1 : 200 4

7.270

Music room 11.22 m²

Entrance & Stairs 10.14 m²

24.770

Floor Construction : - Ceramic Tiles 150 x 15 mm - Adhesive glue/mortor (Gap of 10 mm between tiles) - Cement Screed -Watertight layer(Liqued foil 1 mm) - Concrete cast in situ layer 100mm - Insulation 100 mm between posi joints against sound and fire - Posi joists 38x200 mm

Roof top 24770

Basement plan 1 : 100

Floor partition (ground floor + fisrt floor) : - Fire : demanded : REI30 actual : REI 30 - 22 mm parquet - 50x90 battens, wood construction AN--3(2BY)002 Bathroom Office - 20 mm 11.92 packing pieces, plastic wedge 5.53 m² Installation m² 1 m² - 20 mm Playwood underfloor Living & Dining & Kitchen - Insulation 100 mm between posi36.69 joistsm² against sound and fire UP - Posi joinsts Entrance (200x38 mm, 200x58mm) & Stairs DN

AN--4(2BY)012 AN-25(210 02)001

22.305

Floor drain: -75mm pipe - level difference from door: 30mm (required 30mm) - distance from wall: 350mm (required 150mm) distance from door: 1500mm (required

2.700

Kid's bedroom 11.84 m²

2300 2260

Bathrom (ground floor): Walls: - 150x15mm tiles, ceramic - glue - calcium silicate boards, 12,5mm (2 layers, with overlapping gaps) - elastic sealant between wall tiles and floor tiles Floor: - 150x15mm tiles, ceramic - adhesive glue/mortar (10mm gap between tiles) - cement screed - watertight layer, liquid membrane - 100mm cast in suitu layer - posi joist construction

0.082 0.126

AN--4(2BY)007

Internal walls: - non-load bearing: steel studs structure (50mm wide), covered with gypsum boards (two layers 12,5mm overlaping edges) between insulation against sound - load bearing structure: prefabricated concrete walls (150mm) - all walls covered with primer and paint (or tiles in bathrooms) - in bathroom Cement Backerboards instead of regular gypsum boards

Floor drain: -75mm pipe - level difference from door: 30mm (required 30mm) - distance from wall: 350mm (required 150mm) distance from door: 1500mm (required

17500

14800

2400

14.855 14.850

14.800

-3.400 14100

AN--4(2BY)004

14.100

U-value: demanded: 0,10 W/m2K actual: 0,093 W/m2K pitch: 25 deg in main part, 32,5 deg in additional part covered with bitumen felt (2mm thickness), underlay felt - pf3500. top felt - pf 5000 - T&G boards 22x125mm 9

PROJECT: Two storey single family house with basement

-2.700

DRAWN BY: Grazvile Savickaite

-3.400

14.050 -3.450

Roof construction : - Rafter 175 x 63 mm - Foot 125 x 63 mm - Distance between centers : 1000 mm - Insulation 245 mm mineral wool

AN--3(2BY)002

- Gutter bracket countersunk into T&G boards

01 Basement

Foundation (external): 9 • U-value: - demanded: 0,10 W/m2K - actual: 0,092 W/m2K - 2mm bitumen felt (2 layers, total hight 4mm) - 50x750mm top cover layer, in suitu concrete - 500x750mm cast-in suitu concrete - 6xØ14mm reinforcement, steel bars - Ø10 support stirrups (every 500mm distance), steel - 50x750mm bottom cover layer, in suitu concrete - 50x950mm blinding layer - moat system (400mm gravel filled) - Ø80mm drainage pipe

Radion barrier : - Radon well 380x380x124 mm placed in each room - connected with PP pipes Ø75 mm

400

Foundation (internal): • U-value: - demanded: 0,10 W/m2K - actual: 0,092 W/m2K - 230x190mm Leca block - 10mm mortar, KC50/50/700 - 40x400mm top cover layer, cast in-suitu concrete - 320x400mm cast in-suitu concrete - 4xØ10mm reinforcement, steel bars - Ø8mm support stirrups (every 500mm distance) - 40x400mm botom cover layer - 50x600mm blinding layer

04 Roof 22900

2 1 Floor structure: • U-value: - demanded: 0,10 W/m2K - actual: 0,093 W/m2K - 15mm grey tiles, ceramic - 2mm glue - 30mm screed - 150mm concrete - 2mm PVC (over internal and external foundation) - 150mm polistiren (two layers - total thickness 300mm, overlaping gaps)

100

327

04 Roof 22900

AN--4(2BY)012

-Wall Plate (100 x 38mm) constructed on inner leaf and secured with Wall Plate Anchor (Screw) - Foot (125 x 63 mm) fastened with brackets to wall plate

- Gutter d = 120mm, down pipe d = 75mm

Ceilins (first floor): • U-value: - required: 0,10 W/m2K - actual: 0,093 W/m2K

5 12

14800

- DPM (PE foil 0.2 mm) - battens (38x50mm) in distance 400mm between centers, nailed to the truss foot, construction wood - two gypsum boards (12,5mm) - covered with paint (white) - cornice bead (40x40mm), nailed to the gypsum board, laminated wood

14.100 00 Foundation

External wall: • U-value: - demanded: 0,15 W/m2K - actual: 0,15 W/m2K • Fire: - demanded: R30 - actual: REI120 - top surface covered with white rendering K100/400 - around windows wooden cladding (attached on top of the bricks), weather bards - yellow bricks (228x108x54mm), density min 1720 kg/m3 - mortar KC 50/50/700 - insulation (250mm), mineral wool - prefabricated concrete layer (150mm), C35

14100

750

400

14.800

I AN--4(2BY)003 400

AN-05(2ET)002

SCALE: As indicated CLASS: CAHS22-S14

17500

14.250

750

DATE: 06/09/14

02 Groundfloor, terrain

AN-05(200)002 II

-3.250

00 Foundation

-2.645 -2.650

Floor plan 1 : 100

Basement wall: • U-value: - demanded: 0,10 W/m2K - actual: 0,092 W/m2K • Fire: - demanded: R60 - actual: REI120 - 150mm concrete - 250mm insulation - 100mm concrete - prefabricated EXPAN element

14.700 -2.800

2.1.. 1First : 200

Ceilins (basement): - 50mm insulation, mineral wool - 12,5mm gypsum board - in set with Expan deck element

Wet room basement - PVC floor cover 100mm up the wall - 30mm x 30mm cove former - floor drain - 110mm pipe, insulated against fire and sound - level difference from door =30mm (required min 30mm) - distance from door =350mm (required min 150mm) - distance from wall =1500mm (required min 600mm)

20200

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - Horsens

• -

-2.700 01 Basement

17.500

-0.273 17.255 17.227 -0.245

16.913

03 First Floor

Kid's bedroom 11.43 m²

SUBJECT: Detail - Bathroom (First floor)

III

-0.587

Stairs & Corridor 14.15 m²

Detail - bathroom first floor 1:5

17.582 17.626

Internal walls: -prefabricated concrete walls (150mm), C35 - 30mm grouting between wall and floor concrete slab - covered with primer and paint - connected to external wall wih steel loops, with steel bolt holding them together, covered with 10mm grouting between the walls (prefabricated connection ordered from manufacturer) - load bearing structure

Master bedroom Bathroom 15.91 m² 5.33 m² Installation 1 m² Warderobe 3.69 m²

0.000

Light shaft: - 100mm concrete - 50mm two-part grating mesh 30/30 - attached to the wall at 4 points (300mm from top, 300mm from botom on both sides) - prefabricated element

245

AN-15(2ET)001 AN-05(210 01)001

Section 2.1

AN--3(2BY)002

19.713

Ceilins (ground floor): - battens (38x50mm) in distance 400mm between centers, nailed to the posi-joists, construction wood - two gypsum boards (12,5mm) - covered with paint (white) - cornice bead (40x40mm), nailed to the gypsum board, laminated wood

2.213

III

03 First Floor 20200

19.885 19.825

0.000 17.500 02 Groundfloor, terrain

20200

5 17

- required: REI60 - actual: REI60 - 22mm parquet, dark coloured, hardwood, distance from external wall - 10mm - 50x65mm battens, construction wood - 20mm packing piece, plastic - 20mm plywood underfloor - prefabricated deck elements from Expan (insulated against fire and sound)

2.325 2.325 2.385

03 First Floor

20.200

Floor partition (ground floor + first floor): • Fire: - required: REI30 - actual: REI30 - 22mm parquet - 50x90mm battens, construction wood - 20mm packing piece, plastic wedge - 20mm plywood underfloor Floor partition (basement + ground floor): - posi joists (200x38mm and 200x58mm) • Fire: 20200

17.582 20.200 20.305

20.200

Floor drain: - 75 mm pipe

REF.

125

03 First Floor

Ground Floor plan 1 : 100

Doors: - from Velfac - 912x2145mm (full wooden door) - 912x2145mm (door with satin glass inside) - 912x2145mm (door with regular glass inside) - fixed to the wall with ClipOn Inner Core (Bisgaard)

AN-05(2ET)002 2.700 2.805 2.700

10.14 m²

Elastic sealant

120

4.808

22900

22.313 22.301

04 Roof

4.801 4.813

Bathrom (first floor): Walls: - 150x15mm tiles, ceramic - adhesive glue - calcium silicate boards, 12,5mm (2 layers, with overlapping gaps) - mastic sealant in connection etween wall and floor tiles Floor: - 150x15mm tiles, ceramic - adhesive glue/mortar (10mm gap between tiles) - cement screed (2%slope) - watertight layer, liquid membrane - 100mm cast in suitu layer - posi joist construction

100

2600

Ceilins (first floor): • U-value: - required: 0,10 W/m2K - actual: 0,093 W/m2K - DPM, plastic sheet - battens (38x50mm) in distance 400mm between centers, nailed to the truss foot, construction wood - two gypsum boards (12,5mm) - covered with paint (white) - cornice bead (40x40mm), nailed to the gypsum board, laminated wood AN--5(210 03)002

Internal walls (first floor): - steel studs structure (49x29mm runners connected to ceiling/ floor with mineral wool underlay, 47x29mm studs not connected to runners) - gypsum boards (two layers 12,5mm overlaping gaps, screwed to the studs) - 50mm insulation, between the gypsum boards (against sound and fire) - covered with primer and paint - connected to the ceiling so that allows ceiling deflection - non load bearing structure

20 20

External wall (ground and first floor): • U-value: - required: 0,15 W/m2K - actual: 0,15 W/m2K • Fire: - required: R30 - actual: REI120 - top surface covered with white rendering K100/400 - around windows wooden cladding (attached on top of the bricks), weather bards - yellow bricks (228x108x54mm), density min 1720 kg/m3 - mortar KC 50/50/700 - insulation (250mm), mineral wool - prefabricated concrete layer (150mm), C35

120

22900

Section 2.1

5.400 22.900 Windows: • U-value: V - demanded: 1,40 W/m2K - actual: 1,35 W/m2K (maximum value) - from Rationel company, type Domus - 492x2112mm (satin) - 492x2112mm (regular) - 912x2112mm (regular) - 1272x2112mm (satin) - 1272x2112mm (regular) - 1300x700mm (regular) - seals around windows: mastic seal from the outside and inside - fixed to the wall with ClipOn Inner Core (Bisgaard) - inner sills: 15mm particle board covered with laminate - external sills: natural slate

100

04 Roof

23.027 23.097

22.900

5.527 5.597 5.400

100

Corridor 3.01 m² UP

245

24.770

Gym 20 m²

125

24770

---

1313 38

Roof top

---

Section 2.2 Section 1.1

125

10 7.270

Roof: • U-value: - required: 0,10 W/m2K - actual: 0,093 W/m2K - pitch: 25 deg in main part, 32,5 deg in additional part - covered with bitumen felt (2mm thickness), underlay felt - pf3500. top felt - pf 5000 - trusses (rafter: 63x175, foot: 63x125, tie: 63x100) in distance 1000mm between centers, construction wood - wall plate 100x38mm, on the inner leaf, construction wood - 245 mm insulation, minaral wool - T&G boards 22x125mm - JUAL ridge ventilator (along Ridge) - stainless steel anchors (every 3 meters and in each corner) - wind breaker 18mm thickness, plywood - drainage (gutter: width - 120mm, height - 72mm, down pipe d = 75mm), zinc - gutter bracket countersunk into T&G boards - windtighgt layer - soffit boards 32x125mm, plywood AN--4(2BY)006

Internal walls: - steel studs structure (49x29mm runners connected to ceiling/ floor with mineral wool underlay, 47x29mm studs not connected to runners) - gypsum boards (two layers 12,5mm overlaping gaps, screwed to the studs) - 50mm insulation, between the gypsum boards (against sound and fire) - Calcium silicate boards (two layers 12,5) - covered with primer and paint - connected to the ceiling so that allows ceiling deflection - non load bearing structure

Roof: • U-value: - demanded: 0,10 W/m2K - actual: 0,093 W/m2K - pitch: 25 deg in main part, 32,5 deg in additional part - covered with bitumen felt (2mm thickness), underlay felt - pf3500. top felt - pf 5000 - trusses (rafter: 63x175, foot: 63x125, tie: 63x100) in distance 1000mm between centers, construction wood - 245 mm insulation, mineral wool - T&G boards 22x125mm - JUAL ridge ventilator (along eave) - stainless steel anchors (every 3 meters and in each corner) - wind breaker 18mm thickness, plywood - drainage (gutter d = 120mm, down pipe d = 75mm) - gutter bracket countersunk into T&G boards - windtighgt layer - soffit boards 32x125mm, plywood

108

250

150

SINGLE FAMILY HOUSE AN-21(325)001

AN-21(120)001

Section 1.1

AN--3(2BY)002

Section 1.1

HW 30mm2

AN--3(2BY)002

ED HW 30mm2

Ventilation Section

AN--3(2BY)001

HW Master bedroom 16.24 m²

Section 2.1

---

Master bedroom 16.24 m²

Section 2.1

200mm2

N HW 30mm2

---

HW 30mm2

Bathroom 5.04 m²

Installation 1 m²

Kid's bedroom 11.55 m²

LEGEND

Installation 1 m²

Warderobe 3.85 m²

100mm2

Kid's bedroom 11.55 m² Warderobe 3.85 m²

- air inlet

3.1

Stairs & Corridor 13.68 m²

LEGEND

5)008

HW 30mm2

Kid's bedroom 11.18 m²

- exhaust duct

- heating forward

Section 3.1

Stairs & Corridor 13.68 m²

AN-25(215)008

Kid's bedroom 11.18 m²

- heating return

- exhaust hood

- cold water

- external door

- hinged window

- hot water

HW 30mm2

- floor heating

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - Horsens Ventilation plan - 1 Floor 50

PROJECT: Two storey single family house with basement

Pipes positioning Fh

DATE: 05/08/14

SUBJECT: Ventilation Plan - first floor

SCALE: 1 : 50

DRAWN BY: Martyna Mlodzikowsak

CLASS: CAHS22-S14

AN-21(325)001

600

465

694.7

50.3

492

530.5

other rooms

1068.5

DATE: 05/08/14

1118.5

492

2506

SCALE: 1 : 50

DRAWN BY: Martyna Modzikowska

CLASS: CAHS22-S14 2100

32 263.53

AN-21(120)001

SUBJECT: Water and Heating plan - first floor

2028

2490

820

700

492

700 336.47

2911 580.5

2911

PROJECT: Two storey single family house with basement 0

Rh Fh

bathroom

850

367

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - Horsens

476

290

1300

11 Water & Heating plan - 1 Floor 1 : 50

2836

104

300

900

600

1432

1217.5 1196

1068.5

First floor bathroom 1 : 25

150

1400

367.5

1118.5

2172

727

912

172 119

912

1227.65

152.4

1138

450

W D W+D

2147

1146 465

1106.37

600

565

300 21

1059

600

500.7

565

700

1300

150

550

254

600

Ground floor bathroom 1 : 25

513

Scullery/Utility room 1 : 25

565

164

513

700

820

704

AN-14(2BY)001

2172

156.11

467.39

565

547.99

1059.01

565

335 2147

2490

2506

1680

915

1152.65

1606

1150

547.52

12.7 32 250.83

Scullery/Utility room top view 1 : 25

348

547.52

390

408

164

704

3 798

565

Bathroom first floor top view 1 : 25

547.52

Bathroom ground floor top view 1 : 25

1034.48

348

900

43.5

335

1100

548

95.3

1326.47

912

1097

157.2

915

535

1022

2147 36.5

Ground floor bathroom. 1 : 25 Scullery/Utility room. 1 : 25

First floor bathroom. 1 : 25 UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - Horsens

STRUCTURAL ANALYSIS

MULTI-PURPOSE HALL

THIRD SEMESTER The Horsens Municipality predicts that the population of the city will grow with 20% by the year 2020. Therefor it was requested a project that consists in the development of an attractive urban area in North of Horsens. Bygholm Lake and hopes that the future building designs will be both sustainable and green. It is planned that the area will contain approximate 70.000 m2 of light commercial building. The client “Greenline’s architects” had the request for a multi-purpose hall with an area of 1943 m2, being designed as a heavy construction using prefabricated concrete elements, while the cafeteria with a 642 m2, should have a lightweight construction made of wood elements. During this semester we were introduced to two new phases such as production factory work and execution process.

MULTI-PURPOSE HALL - TECHNICAL DRAWINGS

CONCRETE SANDWICH ELEMENT DRAWING 1110 29

362

1110

300

"A" - Wall ties 1 : 20

30.00°

740

90.00°

620

ᴓ4

ᴓ6 ᴓ4 740

344

222 300

"B" - Support anchor. 1 : 20

618

159

"B" - Support anchor 1 : 20 Lifting anchor(type 2). 1 : 20

"C" - Lifting anchor 1 : 20

3534 3584

300 219

1000

300

1110

1200 1053

300 1110

440 92

Lifting anchors 476 Window width

1792

1316 3584

Detail - roof on gable AN-05(215)001

Element width

1481

1110

3261

3411

300

1400

1039

Concrete cover Element width

44 Support anchors

Windows bottom and top

200

1316

Element height

1062

Support anchors

1061 1792

Lifting anchors

476

Windows bottom and top

1061

Wall ties Windows width

Concrete cover

200

Inner layer height

ELEMENT TOP 1 : 20

9000 1477

1477

4195

4362

8814

8851

1412

300

Detail - roof on gable AN-05(215)001

Detail - elements connection AN-5(205)001

1110 25

1017

1385

2088

300

612

PN-15(205)00

Outer layer 1 : 20

Inner layer. 1 : 20

Detail - foundation AN-5(200)001

FRONTSIDE ELEMENT 1 : 20 Detail - foundation AN-5(200)003

LEFT SIDE ELEMENT 1 : 20

3D view

Extra reinforcement is placed around windows for loads from TTS to protect openings from cracking. Reinforcement of 12 mm diameter and 1000 mm length placed in distance of 100 mm from each corner of openings.

Then element has 11 different lengths of reinforcement bars and in total - 192

CONCRETE SANDWICH ELEMENT DRAWING - CONSTRUCTION PROCESS Horizontal reinforcement bars are with a diameter of 10mm and the distance between bars is 130mm. Vertical reinforcement bars are with a diameter of 8mm and the distance between bars is 165mm.

reinforcement bars. Horizontal reinforcement bars are with a diameter of 10mm and the distance between bars is 130mm. Lifting anchors are being fixed : Vertical reinforcement bars are with a diameter of 8mm and the distance between bars is 165mm. -Lifting anchors : marked as object "C" in drawing PN-15(205)001. Two types of lifting anchors are used for an element. According to the structural design calculations, 2 7 different lengths of reinforcement bars are used in structure lifting anchors are needed for the secure lifting and installation of the element. and in total - 126 reinforcement bars. Since the element has to be rotated while lifting, 2 anchors are placed along the top of the element and 2 along the left side oft he element. That makes it 4 anchors in total. The anchors are placed according to the centre of gravity, to the same distance from the gravity axis.

Then element has 9 different lengths of reinforcement bars and in total - 187 reinforcement bars.

Then element has 11 different lengths of reinforcement bars and in total - 192 reinforcement bars.

Cutting list(insulation)

7 different lengths of reinforcement bars are used in structure and in total - 126 reinforcement bars.

Lifting anchors are being fixed : -Lifting anchors : marked as object "C" in drawing PN-15(205)001. Two types of lifting anchors are used for an element. According to the structural design calculations, 2 lifting anchors are needed for the secure lifting and installation of the element. Since the element has to be rotated while lifting, 2 anchors are placed along the top of the element and 2 along the left side oft he element. That makes it 4 anchors in total. The anchors are placed according to the centre of gravity, to the same distance from the gravity axis.

1110 29

1110

Cut for support anchors

362

3219

3358

362

Recesses for lifting anchors

HR1

30.00° 30.00°

VR3

HR2 VR3

1258

415

1861

415

3532 426

1857

Description :

STEP 2

STEP 3

SUBJECT: Step 1

DRAWN BY: Grazvile Savickaite

PROJECT: PCFE63 - Concrete sandwich wall element

DATE: 01/03/15 SCALE: 1 : 50

PN-15(205)004

Technical characteristics :

Description :

Description : Step 1 : Formwork preparation. Reinforcement mesh is placed on

Rib element. Reinforcement for loads from TTS placed in place. According to structural design calculations, to secure outer and inner leafs bars, links are inserted. Links are placed vertically with distance of 165 mm, the diameter is 8 mm and length 358 mm. Extra reinforcement is placed around windows for loads from TTS to protect openings from cracking. Reinforcement of 12 mm diameter and 1000 mm length placed in distance of 100 mm from each corner of openings. 439

657 29

Lifting anchor (type 2) 1 : 20

1250

STEP 5

PROJECT: PCFE63 - Concrete sandwich wall element

STEP 6PN-15(205)008

DATE: 01/03/15 DRAWN BY: Grazvile Savickaite

SUBJECT: Step 6

SCALE: 1 : 50

DRAWN BY: Grazvile Savickaite

CLASS: CAHS31-A14

DATE: 01/03/15 SCALE: As indicated CLASS: CAHS31-A14

PROJECT: PCFE63 - Concrete sandwich wall element

PN-15(205)009

3532 426

1857

1250

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY DATE: 01/03/15

STEP 7 SUBJECT: Step 7

SCALE: As indicated CLASS: CAHS31-A14

DRAWN BY: Grazvile Savickaite

STEP 8

PN-15(205)009

Step 3 : Anchors are inserted and fixed to place : Concrete strength : 25 MPa Thinness : 80 mm Amount of concrete : 28.77 m2 Volume : 2.302 m3 Weight of outerCOLLEGE leaf : 5304 kg (5,304 t) UNIVERSITY Finishing surface : smooth SCHOOL Color : OF grey TECHNOLOGY

- Wall ties : to ensure the transfer of horizontal load from outerlayer to innerlayer. (windload and temperature movements). Marked as object "A" in drawing PN-15(205)001. To ensure combined resistance of outer(weather) forces, we need to place 1 per sq. meter. It is necessary to place extra near openings. In total we have 57 wall ties. - Support anchors : to transfer the vertical load from the outerlayer to the innerlayer. Marked as object "B" in drawing PN-15(205)001. According to structural design calculations it is necessary to have 6 of these anchors in an element.

Then element has 9 different lengths of reinforcement bars and in total - 187 reinforcement bars.

Cutting list(insulation) Cutting list(reinforcement)

Cut for support anchors

AND BUSINESS - INDTAST BY

PROJECT: PCFE63 - Concrete sandwich wall element

DATE: 01/03/15

SUBJECT: Step 3

SCALE: 1 : 20

DRAWN BY: Grazvile Savickaite

CLASS: CAHS31-A14

Cutting list(reinforcement)

PN-15(205)005

Description :

Step 6 : Placing reinforcement for inner leaf. Reinforcement mesh has to be placed 15 mm (10+5) from sides, as a concrete cover demand for passive exposure class.

Step 8 : Rib element. Reinforcement for loads from TTS placed in place. According to structural design calculations,for extrusion for hollow-core its needed to placed 6 reinforcement bars of 12 mm diameter and 4 reinforcement bars of 16 mm diameter.

Horizontal reinforcement bars are with a diameter of 10mm and To secure bars in place, so called links are inserted. Links are placed horizontally in the distance of 118mm. distance between bars is 130mm. Vertical reinforcement bars are with a diameter of 8mm and the Then element has 11 different lengths of reinforcement bars and in total - 192 distance between bars is 165mm. UNIVERSITY COLLEGE reinforcement bars.

Wall ties 1 : 20

SCHOOL OF TECHNOLOGY 7 different lengths of reinforcement bars are used in structure and in total - 126 reinforcement bars. Lifting anchors are being fixed :

Support anchors. 1 : 20

PROJECT: PCFE63 - Concrete sandwich wall element

-Lifting anchors : marked as object "C" in drawing PN-15(205)001. Two types of lifting anchors are used for an element. According to the structural design calculations, 2 SCALE: lifting anchors are needed for the secure lifting and installation of the element. Since the element has to be rotated while lifting, 2 anchors are placed along the top of the element and 2 along the leftCLASS: side oft heCAHS31-A14 element. That makes it 4 anchors in total. The anchors are placed according to the centre of gravity, to the same distance from the gravity axis.

PN-15(205)010

SUBJECT: Step 8 Description :

DRAWN BY: Grazvile Savickaite

Step 5 : Workers insert soft insulation (polystyrene, λ=0.037)

1110

Technical characteristics :

HR1

3219

HR1

Thikness : 200mm Amount of insulation : 31.83 m2 Volume : 6.37 m3 Weight of insulation : 5.09 kg

3219

3358

AND BUSINESS - INDTAST BY

DATE: 01/03/15

362

300

146

740

740 and in 7 different lengths of reinforcement bars are used in structure

1857

Thikness : 200mm Description : Amount of insulation : 31.83 m2 Step 4 : After reinforcement and anchors are being placed in their places, concrete is poured on top. Volume : 6.37 m3 Weight of insulation : 5.09 kg Technical characteristics :

Description : Cutting list(reinforcement)

426

CLASS: CAHS31-A14

Cutting list(reinforcement)

Step 2 :

126 reinforcement bars. hs of reinforcement bars and in totaltotal- -187

STEP 4

3532

1250

UNIVERSITY COLLEGE Step 5 : Workers insert soft insulation (polystyrene, λ=0.037) SCHOOL OF TECHNOLOGY AND - INDTAST BY SUBJECT: Step BUSINESS 7

DATE: 01/03/15 PROJECT: PCFE63 - Concrete sandwich wall element SCALE: 1 : 50 PN-15(205)003 SUBJECT: Step 2 CLASS: CAHS31-A14 DRAWN BY: Grazvile Savickaite

2039

222 159

Lifting anchor (type 2) 1 : 20

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY

UNIVERSITY COLLEGE UNIVERSITY SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY

PROJECT: PCFE63 - Concrete sandwich wall element

2039

1110

VR1

159

Support anchors. 1 : 20

3534

657

1110

40 146

300 1861

HR1

222

3534 1258

VR2

Wall ties 1 : 20

2021

Cutting list(reinforcement)

740

675

VR2

VR1

300

1424

439 740

VR2

spacers. Mesh has to be placed 25 mm (20+5) from sides, as a nd windows for loads from TTS to protect concrete cover demand for moderate exposure class. Horizontal reinforcement ment of 12 mm diameter and 1000 mm lengthbars are with a diameter of 10mm and the distance between bars is 130mm. Vertical reinforcement bars are with a diameter of 8mm and the each corner of openings. distance between bars is 165mm.

1424

1419

- Support anchors : to transfer the vertical load from the outerlayer to the innerlayer. Marked as object "B" in drawing PN-15(205)001. According to structural design calculations it is necessary to have 6 of these anchors in an element.

ds from TTS placed in place. According to cure outer and inner leafs bars, links are with distance of 165 mm, the diameter is 8 mm

618

Lifting anhor (type 1). 1 : 20

300

STEP 1

1475

Lifting anhor (type 1). 1 : 20

8814

8950

VR3

1475

618 HR3

8814

Step 3 : Anchors are inserted and fixed to place :

VR4

HR3

8814

1478 HR3

HR2

8950

HR2

1478

VR4

Description :

VR4

1424

VR1

1258

1861

415

PROJECT: PCFE63 - Concrete sandwich wall element

2039

DATE: 01/03/15

222

3532

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY DATE: 01/03/15

SUBJECT: Step 1

SCALE: 1 : 50

DRAWN BY: Grazvile Savickaite

CLASS: CAHS31-A14

SCALE:

UNIVERSITY COLLEGE UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BYUNIVERSITY COLLEGE DRAWN BY: Grazvile Savickaite CLASS: CAHS31-A14 SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY PROJECT: PCFE63 - Concrete sandwich wall element DATE: 01/03/15

PN-15(205)003 PROJECT: PCFE63 - Concrete sandwich wall element

DATE: 01/03/15 SUBJECT: Step 3

SUBJECT: Step 2

SCALE: 1 : 50

DRAWN BY: Grazvile Savickaite

CLASS: CAHS31-A14

PN-15(205)004

DRAWN BY: Grazvile Savickaite

VR4

PROJECT: PCFE63 - Concrete sandwich wall element

SUBJECT: Step 5

SCALE: 1 : 20 CLASS: CAHS31-A14

PROJECT: PCFE63 - Concrete sandwich wall element

DATE: 01/03/15

SUBJECT: Step 4

SCALE:

DRAWN BY: Grazvile Savickaite

CLASS: CAHS31-A14

PN-15(205)005

657

3534

415

2039

VR1

1110

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY

3534 1861

HR1

2021

VR2

1258

1475

1419 675

VR2

VR1

618

Lifting anhor (type 1). 1 : 20

8814

1419 675

Support anchors. 1 : 20

3358

VR2

HR2 VR3

1424

CLASS: CAHS31-A14

Wall ties 1 : 20

657

DRAWN BY: Grazvile Savickaite

PN-15(205)005

HR3 8814

SCALE: 1 : 20

300

DATE: 01/03/15

SUBJECT: Step 3

30.00° VR4

740

HR3 VR3

PROJECT: PCFE63 - Concrete sandwich wall element

439 740

8950

HR2

146

HR3 UNIVERSITY COLLEGE VR3 SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY

300

R1 1478

1478

VR4

8950

HR2

426

PN-15(205)007

1857

1250

159

Lifting anchor (type 2) 1 : 20

3532 426

1857

1250

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY UNIVERSITY COLLEGE UNIVER UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - INDTAST BY OF TECHNOLOGY AND BUSINESS - INDTAST SCHOO SCHOOL BY PROJECT: PCFE63 - Concrete sandwich wall element DATE: 01/03/15

PN-15(205)006

SUBJECT: Step 5 DRAWN BY: Grazvile Savickaite

SCALE: CLASS: CAHS31-A14

PROJECT: PCFE63 - Concrete sandwich wall element

DATE: 01/03/15

PROJECT: PCFE63 - Concrete sandwich wall element

SUBJECT: Step 6

SCALE: 1 : 50

PN-15(205)008 SUBJECT: Step 7

PN-15(205)007

DATE: 01/03/15

PROJECT: PCFE63 - Concrete sand

SCALE: As indicated

SUBJECT: Step 8 PN-15(205)009

MULTI STOREY BUILDING

FOURTH SEMESTER Multi-storey residental housing was one of the main semester projects. We were supposed to design a construction for developing an urban plot, close to the center of Horsens Municipality. The residential units consists of 22 apartments and one commercial space on the ground floor. The four storey building is required to have a basement with a very good functionality and a storage room for the commercial area. The client requested as well to have a recreation area in the backyard with benches and a playground. In the processs of designing the site plan, it was included as well parking spaces and bicycle sheds.

MULTISTOREY BUILDING C

Roof: 2 layers of bitumen felt DPM layer 2 layers of polystyrene insulation 200mm Vapour barrier Hollow core prefab concrete element 220mm

12.874 12.704

G 2 layers of roofing felt( underlay felt - pf 3500, top felt - pf 5000) T&G boards 22 x 125 mm 2 layers of mineral wool insulation 100mm; 300mm Roof anchor 40mm Wind breaker 18mm plywood Wall plate 38x100mm Windtight layer Sofit boards 32x125mm plywood Ventilation gap 15mm Eave flashing Gutter 120mm Downpipe 75mm JUAL Ridge Ventilator Ridge ventilation opening 20mm

12.543 12543.08

VII 12.156

07 Flat Roof 12156.43

Wall construction : 2 layers of 12.5 mm plasterboard Steel frame 308mm (4mm thick) 300 mm mineral wool insulation 2 layers of 12.5 mm plasterboard - 0.2 mm breather membrane - Steel bracket (fixed to steel frame through plasterboards) - 22 x 125 mm T&G timber cladding

VI 11.595 Penthouse external wall: - Inner leaf : 150 mm concrete - 280 mm mineral wool insulation - 274 x 47 mm Battens between insulation - 9.5 mm Bitument impregnated fibreboard - 38 x 38 mm Battens - Red cedar timber T&G cladding 22x125mm

9450

Ceiling: Furring 45x38mm (insulation in between) 2 layers of plasterboard 12.5mm

11.595

Wall construction: 200 mm prefabricated concrete wall element 30 mm grounting

10.350

9.450 05 Top floor

12.093

External wall: Fire resistance: -Requirement: R30 -Actual: R120 U-value: -Requirement: 0,3 W/m^2K -Actual: 0,12 W/m^2K Thickness of wall 549mm -Outer leaf: Brick 108mm (54x108x228mm) -Ventilation gap 11mm -Stainless steel wall ties 3mm in intervals of 0.6m in every 4th course -Mineral wool insulation 280mm -Inner leaf: Light weight concrete element 150m

8.161

6015.77

2717 2750 DW

5.145

3678

KITCH' 8m²

19m²

ENTRY

BATH 6m²

ENTRY

15m²

Plot size: 2577m 2 Plot ratio: 90%

KITCH' 6m² FR

Floor structure: Laminate floor boards 12mm DPM layer 0.2mm Additional layer thermal insulation 6mm T&G Plywood sheeting 22mm Wooden joists 50x100mm; c/c 400mm Mineral wool insulation 80mm Hollow core prefab concrete element 220mm

4200 NOTE: ALL ENTRANCE DOORS TO BR10 STANDARD

BATH 6m²

3.018 3.000

DINING

3.000

ELVTR

03 1st Floor 3000

13m²

13278

3.000

04 2nd Floor

LIVING

9450

2603 2587

Play ground

LIVING 19m²

MASTER BEDROOM

16m²

2100

4500

MASTER BEDROOM

Plants

3000

05 Top floor

5.603 5.605 5.145

Grass Bicycle stand

03 1st Floor

12156.43

6.016

18678

Boundary line of the building Columns: Quadratic section Strength class B30 180/180 mm

07 Flat Roof

12543.08

8.161

Boundary line of a plot

06 Pitched Roof

Wall construction: 2 layer of plasterboard 12.5mm (both sides) Mineral wool insulation Steel profile 70x50mm

LEGEND 6015.77

VII

8.730 8.766

Ceiling: Furring 45x38mm (insulation in between) Plasterboard 12.5mm

6.016 04 2nd Floor

Terrace floor construction: Ceramic surafce 300x300 mm (10mm thick) Elastic grounting Tile glue Drainage layer 8mm (sealant on the edge) Waterproof membrane Pressure layer 20mm (sealant on the edge) Waterproof membrane Polystyrene insulation (2 layers) 150mm DPM layer 0.2mm Leveling course 2% Hollow core prefab concrete slab 220mm thick

Floor construction: Access floor system Steel pedestal 378mm Timber panel 500x500mm (28mm thick) Mineral wool insulation 200mm

9.450 9.448

9.389

Windows: U-value 1,1 W/m^2K Triple glazing glass Aluminium (outside); Timber (inside) window frames

2643

06 Pitched Roof

2.607 2.587 2.145

2.110

MASTER BEDROOM 20m²

13m²

DINING

2589 2587

LIVING

ENTRY

10m² BATH 4m²

4500

0.000 02 Groundfloor

III

BATH 6m²

KITCHEN 8m²

ENTRY

BATH 6m²

MASTER BEDROOM

KITCHEN 8m²

ENTRY

DINING 11m²

LIVING 16m²

-0.365 -0.342

20m²

MASTER BEDROOM 20m²

ENTRY

KITCHEN 8m²

MASTER BEDROOM

DINING 11m²

LIVING 16m²

-0.870

Floor structure: Vinyl 10mm Backing 10mm Concrete slab 100mm Radon barrier 0.5mm 2 layers of polystyrene insulation 150mm LECA 10-20 coated 200 mm

-2.980 -3.100

-3.262

AN-X3(2BY)0

2638 2615 -2980

02 Groundfloor

External basement wall Fire resistance: -Requirement: R60 -Actual: R120 U-value: -Requirement: 0,3 W/m^ 2K -Actual 0,15 W/m^2K Expan sandwich element 480mm -Concrete 180mm -Hard insulation 200mm -Concrete 100mm

45998.99

-2.980 01 Basement

III

-0.241

-0.870

4474.6

0.000

KITCHEN 8m² FR

-0.870

LIVING 17m²

BATH 6m²

0.000 0.018

DINING 9m²

16m²

Foundation : 600 x 750 mm concrete( blinding layer - 50 x 750 mm, cast concrete - 500 x 750 mm, top layer - 50 x 750 mm) 6 x Ø14 mm steel bars Ø10 support stirrups every 500 mm distance

-3.298

01 Basement

Foundation

-2980

-3.550 -3.700 Foundation -3700

e escape routes and at e sompartments with risk of the fire spread s therefore possible to access to one escape

Internal foundation: 400x400 mm concrete foundation 6 x Ø10 mm steel bars Ø10 support stirrups every 500 mm distance

Residences in user category 4 :

In this type of buildings the persons are familiar with the escape routes and at hte same time the building is partitioned into several fire sompartments with direct access to staircase or escape corridor. Also, the risk of the fire spread from one dwelling to another is limited cf. section 5. It is therefore possible to arrange dwellings in such a way that each dwelling has access to one escape staircase.

R60 R

EI60

1st and 2nd Floor plan 1 : 200

Penthouse plan 1 : 200

R R

EI60

E E

REI60

R60 EI60

R E

max 25 m to escape route

Rescue opening

max 25 m to escape route

Escape route

EI260 - C

Stairs :

R R

max 25 m to escape route

Escape route

max 25 m to escape route

Fire compartment

max 25 m to escape route

R E

Rescue o

Escape ro

Fire comp

max 25 m to escape route

Rescue opening

R max 25 m to escape route

max 25 m to escape route

EI260 - C

EI260

E E

AN-X3(2BY)002

Fire compartment

EI30 UP

Escape route

REI60

Rescue opening

max 25 m to escape route

Fire compartment E

EI60

EI30 EI260

DRAWN BY: Grazvile Savickaite

Stairs :

R60

SCALE: As indicated CLASS: AH41-S15

max 25 m to escape route

Escape route

SUBJECT: Cross section

EI260 - C

Stairs :

DATE: 06/06/15

PROJECT: Multi-Storey Social Housing

EI260

EI260 FR

EI60

UNIVERSITY COLLEGE REI60 SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

EI30

Rescue opening Stairs :

REI60

EI30 max 25 m to escape route

R60

max 25 m to escape route

EI260 - C

R60

max 25 m to escape route

EI260

R30

EI30

-3700

Residences in user category 4 :

Basement plan 1 : 200

REI60

m to oute

Roof: 15 degree slope roof 350mm overhang Trusses (c/c 1000mm): Rafter 50x125mm Foot 50x10mm Tie 50x100mm

13.608

MULTISTOREY BUILDING ELEVATIONS

18678

KITCH' 8m²

19m²

3678

LIVING 19m²

MASTER BEDROOM

16m²

ENTRY

BATH 6m²

2100

4500

MASTER BEDROOM

LIVING ENTRY

15m²

KITCH' 6m² FR

4200 NOTE: ALL ENTRANCE DOORS TO BR10 STANDARD

BATH 6m²

13278

DINING

ELVTR

13m²

LIVING 13m²

DINING

MASTER BEDROOM 20m²

ENTRY

10m²

4500

BATH 4m²

KITCHEN 8m²

BATH 6m²

KITCHEN 8m²

DINING 11m²

ENTRY

LIVING 16m²

MASTER BEDROOM 20m²

LIVING 16m²

4474.6

ENTRY

KITCHEN 8m²

DINING 11m²

MASTER BEDROOM 16m²

DINING 9m²

BATH 6m²

KITCHEN 8m² FR

DECK PLANS

BATH 6m²

45998.99

LIVING 17m²

DETAIL - SUSPENDED CEILINGS

DETAIL - COLUMN

DETAIL - DOORS

120

AN--5(20501)004

supprted steel beam 120x70mm bolt steel plate steel beam 120x70

120

MULTISTOREY BUILDING

insulating tape sealing tape

108

280

150

mounting blocks levers prestressed reinforcing

C A

main profile 60x27mm steel profile 70x50 load bearing profile 60x27mm gypsyum board 15 mm scraw 3.5 x 25mm

20 min

peripheral steel profile for mounting 28 x 27mm, fix to wall every 1m

170

12 13 54 68

impregnated wood screw

beton outer sill with 10 degrees fall prefabricated concrete galvanized steel grating

AN--5(210 01)004 COLUMN STRUCTURE: - 2x Gypsum-Plaster board 12.5mm - Mineral wool insulation 40mm - steel column HEB100

PROJECT: Multi-Storey Social Housing

DATE: 06/01/15

SUBJECT: Detail 1_suspended celling

SCALE: As indicated CLASS:

B :TERRACE FLOOR CONSTRUCTION: - Ceramic surafce 300x300 mm (10mm thick) - Elastic grounting - Tile glue - Drainage layer 8mm (sealant on the edge) - Waterproof membrane - Pressure layer 20mm (sealant on the edge) - Waterproof membrane - Polystyrene insulation (2 layers) 150mm - DPM layer 0.2mm - Leveling course 2% - Hollow core prefab concrete slab 220mm thick

LIVING 19m²

MASTER BEDROOM

C ENTRY

ENTRY

BATH 6m²

LIVING 15m²

KITCH' 8m²

19m²

3678

MASTER BEDROOM 16m²

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

4200

KITCH'

C : CELLING STRUCTURE: - DPM for battens 0.2mm - Battens 38x45mm - Mineral wool insulation 40mm - Gypsum-Plaster board 12.5mm

AN--5(20501)004

DINING 13m²

MASTER BEDROOM 20m²

13m²

DETAIL - ROOF CONNECTION

DINING

ENTRY

4500

KITCHEN 8m²

BATH 6m²

ENTRY

KITCHEN 8m²

Detail B 1:5

DINING 11m²

LIVING 16m²

MASTER BEDROOM

ENTRY

KITCHEN 8m²

DINING 11m²

LIVING 16m²

BEDROOM 20m²

20m²

Uw = 0,8 W / m²K Acustic insulation: 39Rw

MASTER BEDROOM

DINING 9m²

16m²

4474.6

PROJECT: Multi-Storey Social Housing SUBJECT: Detail 1_Column conection DRAWN BY: Alicja Banduch

AN-05(215)003

External door 1 : 20

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY 45998.99

DATE: 05/20/15

SUBJECT: Detail 1 - external door

SCALE: As indicated CLASS: AH41 S15

DRAWN BY: Alicja Banduch

VII

SCALE: As indicated CLASS: AH41 S15

A AN--5(210 B 01)004

steel profile C50 dowel sealing tape for acustic insulation fire rebar cast concrete

A : SHAFT WALL STRUCTURE - 3x12,5mm- Gypsum board - 50mm- Rockwool_acustic insulation - Steel profile C50 (spacing every 600mm)

System- NIDA87,5A50Water and Fire+ Fire resistance (R)El60 Acustic insulation: Rw=41Db Weight of 1 square meter: 33 kg 170

B : FLOOR STRUCTURE: - Laminate floor boards 12mm - DPM layer 0.2mm - Additional layer thermal insulation 6mm - T&G Plywood sheeting 22mm - Wooden joists 50x100mm; c/c 400mm - Mineral wool insulation 80mm - Hollow core deck element 220mm C : CELLING STRUCTURE: DPM for battens 0.2mm Battens 38x45mm Mineral wool insulation 40mm Gypsum-Plaster board 12.5mm

06 Pitched Roof

12500

E 12.5 12.5 12.5

B C

160

250

DPM painter's putty

12.5 12.5 12.5

tape

20 min

Detail_Shaft section B-B 1:5

Detail_Shaft section A-A 1:5

07 Flat Roof 12156.43

12156.43

AN--5(20501)00 AN--5(2

DATE: 05/26/15 3x12,5mm layers of gypsum board steel profile C50 dowel sealing tape for acustic insulation side plate cast concrete

VII

B : BALCONY's DECK: - 245 mm concrete with slope of 15‰

PROJECT: Multi-Storey Social Housing

front plate

12500

A : EXTERNAL WALL: - Standart bricks 228x108x54mm - Ventilation gap 11mm - Stainless steel wall ties 3mm in intervals of 0.6m in every 4th course - Concrete wall 150mm

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CIT

KITCHEN 8m²

BS Falsen: false - element Fire reaction classification: A2-s1-d0 Strength classification(EN 12467): Cla Durability classification (EN 12467) : C Thermal conductivity coefficient: 0,19

Section AA 1 : 250

LIVING 17m²

BATH 6m²

Localisation of detail 1 : 200

EXTERNAL DOOR: Technical specification: Type: VELFAC Ribo Material: wood / aluminum TOWER standard or 2nd class reinforced entrance doors have increased acoustic isolation. They are provided with four dead bolts and two steel metal plates inside the door wing.

100

Roof: 15° slope roof 2 layers of roofing felt( underlay felt - pf 3500, top felt - pf 5000) T&G boards 22 x 125 mm 2 layers of mineral wool insulation 100mm; 300mm Roof anchor 40mm Wind breaker 18mm plywood Wall plate 38x100mm

reinforcement stirrup

Columns (HEB100) together with two steel beams (100x70) support the roof. There are 5 such columns which are located in the corners of the terraces in the penthouse. HEB 100 steel profile is fixed using the screws to the cast ENTRY concrete. To avoid thermalBATH bridges 6m² insulation are going all around the column. To fit to fire demands is a cover with a two layers of gypsum board. MASTER

10m² BATH 4m²

steel bracket 560 x 200mm

COLUMN COVER 1. Gypsum plasterboard 12,5mm 2. Steel profile / mineral wool insulation 50mm 3. Fastening clip 4. Tapping 5. Aluminium in the corner 6. Gypsum putty

ELVTR

LIVING

D : EXTERNAL WALL: - Standart bricks 228x108x54mm - Ventilation gap 11mm - Stainless steel wall ties 3mm in intervals of 0.6m in every 4th course - Concrete wall 150mm NOTE: ALL

13278

DRAWN BY: Author

Gutter: Metal valley gutter 0.2mm damp proof membrane layer Wooden valley support boards 25mm x 95mm & 38mm X 73mm 38mm x 45mm support battens screwed to concrete deck

AN--5(205

108

ENTRANCE DOORS TO BR10 STANDARD

Detail_column conection 6m² BATH with wall 6m² 1:5 FR

Ceiling: DPM for battens 0.2mm Battens 38x45mm Mineral wool insulation 40mm Gypsum-Plaster board 12.5mm

access door 60x60cm

scraw 3,5 x25mm scraw 3,5 x 30mm scraw 3,5x55mm

D : SUSPENDED CEILING - 15mm- Gypsum board - Peripheral steel profile for mounting 28x27 - Main steel profiles 60x27mm - Load bearing steel profiles 60x27mm - Hangers -spacing between hangers: 900mm - Conector beetween load bearing and main profile. E : STEEL HEADER - system: PeikkoR PETRA It is for supporting hollowcore slabs around floor openings. The header is consists of an L-shaped front plate welded together with two side plates. The additional reinforcing bar provides resistance during fire. It supported by two parallel slabs and one slabs are supported by the front plate. The joints between the hollowcore slabs and PETRA have to be grouted before imposed loads are applied to the structure. The trimmer beam, consisting of PETRA and concrete grouting, transfers loads from the supported slab to parallel supporting slabs.

600

2025

gypsum mass

Detail - Roof Junction 1:5

bracket

10mm air bag backstop 12mm sealing tape insulation aluminum doorsill two site groove acrylic groove Aluminum rail protection of groove

The column is connect to the load bearing wall bellow using bolts and base plate which is cast.

18678

SYSTEM ELEMENTS: 1. 15mm- Gypsum board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 700mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm - steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

07 Flat Roof

waterproofing tape

Detail A 1:5

anchor base plate

TECHNICAL SPECIFICATION System: Knauf- system D112 Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance

Section of the building - suspendend celling 1 : 200

wood frame 12mm 7,5x 72mm mounting screws 13mm cement

170

Detali_suspendance celling_1 1:5

06 Pitched Roof

Joints open or mortar. Humidity can be through it. Water came from bricks and need to go out to protect the insulation Joints close humidity, air can't be through it

600

Flat roof: 2 layers of bitumen felt 0.2mm damp proof membrane layer 400mm Polysterene insulation Vapour barrier Hollow core deck element 220mm

thermoinsulating board

2100

150

170

wood

22 6

170

wood door frame

connetcor put every 1m leveling compound 100

C : HANGER It is consists of upper and lower part which are conect by plug and a bracket. Hanger join the hollowcore slab with main profile.

min 20

scraw LN 3,5 x 9mm cross connector to the profile man profile

impregnated wood 20mm

4500

hard insulation

concrete

metal pin upper part of hanger bracket lower part of hanger

impregnated wood 45x45mm rockwooll insulation metal flashing water insulation

clay envelopes

mineralwool insulation 50mm steel profile HEB100

150

HANGER

screw 3,5 x 30mm screw 3,5 x 25mm gypsum board 2x12,5 mm

A : INTERIOR WALL CONSTRUCTION: - 2 x 12.5 mm Gypsum boards - 70 mm Mineral wool insulation - 2 x 12.5 mm Gypsum boards *Connection a partition wall to the ceiling Elevated the partition wall to the hollow core deck wall acts as a barrier which separated void above the ceiling - it is improve acoustic parameters.

Section 7 _to shaft_Ala 1 : 200

04 2nd Floor - shaft 1 : 40

Detail of fixing 1:5

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE C

DETAIL - INSTALLATION SHAFT

PROJECT: Multi-Storey Social Housing

DATE: 06/01/15

SUBJECT: Detail 1-shaft and timmer beam

SCALE: As indicated

AN--5(20501

MULTISTOREY BUILDING VERTICAL LOAD

HORIZONTAL LOAD ON FACADE

HORIZONTAL LOAD ON GABLE

BUILDING SERVICES - VENTILATION

BUILDING SERVICES - SEWER PLANS

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE

Ventilation - Cross section 1 : 50

PROJECT: Multi-Storey Social Housing

DATE: 05/20/15

SUBJECT: Ventilation - Cross section

SCALE: 1 : 50

DRAWN BY: Grazvile Savickaite

CLASS:

AN--3(325

4 .6 13 4 577 .6 63 569

MULTISTOREY BUILDING - SPECIALIZATION

M4 M4

M2 M2

M4 M4

10 8:

1.450

STEP 8 - REMOVING FORMWORK OF THEFOUNDATION

1.450 0.850

M4 M4

M2 M2

1.450

1.450 0.850

M2 M2

STEP 15 - CASTING THE FOUNDATION

0.850

1.450

8: 10

STEP 1 - EXCAVATION - CLEANING LAYER 8mm - ELEVATOR FOUNDATION FORMWORK - REINFORCEMENT

8: 10

-2.050

-2.050 M4 M4

-3.450 8:

-3.450

1 .8 11 24

6 .6 38 613

1 .8 61

M4 M4

566

1046

1471.81

2221.81

4463.26

6966.79

7957.01 7716.79

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

28957.31

M2 M2

M4 M4

1 .8 10 79

M2 M2

1 .8 24

1.450

1.450 0.850

0.850

M2 M2

1.450

STEP 16 - REMOVING THE FORMWORK AND SUPPORTERS - SETTING THE DRAIN

1.450 0.850

0 75

4 .1 93 .14 134 43 .14 131 43 127

STEP 2 - CASTING FOUNDATION

M3 M3

M4 M4

STEP 9 - PLACING SANDWICH WALL ELEMENTS - SECURING WALLS WITH BLUE BOYS

1 .8 60 89

M1 M1

26157.31

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

28957.31

566

1046

4463.26

7957.01

8957.31

15215.93

16353.43

26157.31

20 621

4 .1 13 4 277 .1 63 269

28957.31

4 .1 13 310

-3.450

0 75

0 75 10

-3.450

0 566

1471.81

2221.81

7018.16

7957.01 7716.79

9307.31 8957.31

11198.62

11619.77

13790.65

14210.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

28957.31

0 566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

28957.31

566

1046

4463.26

7957.01

9357.31 8957.31

M4 M4

M2 M2

M4 M4

M2 M2

STEP 17 - PLACING WALL ELEMENTS - SECURING WALLS WITH BLUE BOYS

1.450

10 8:

-2.050

0 566

1046

1471.81

2221.81

4463.26

6966.79

7957.01 7716.79

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23679.58

24432.08

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

28957.31

23682.08

0 566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15215.93

16353.43

26157.31

28957.31

26157.31

-3.450

28957.31

M4 M4

M2 M2

M4 M4

1.450

STEP 4 - REMOVING BLUE BOYS

1.450

Foundation type 3 600x750 mm Cast in situ concrete Reinforcement : Y14,Y10

1.450

STEP 11 - SETTING UP THE DRAIN

1.450 0.850

M2 M2

1.450

1.450 0.850

0.850

M4 M4

M2 M2

2 5.0 192

15 3.

-2.050

Foundation type 2 600x750 mm Cast in situ concrete Reinforcement : Y20,Y14

-3.450

Foundation type 1 400x400 mm Cast in situ concrete Reinforcement : Y10,Y8

1.450 0.850

T_U_N_-_-_0_(200)_002

-2.050

1.450

STEP 3 - REMOVING FORMWORK OF FOUNDATION - PLACING SANDWICH WALL ELEMENTS - SECURING WALLS WITH BLUE BOYS

Legend

1.450 0.850

0.850

STEP 10 - REMOVING BLUE BOYS

1.450

M2 M2

24432.08

M4 M4

-2.050

M1 M1

M4 M4

1. 34

M2 M2

81 0. 46

0 75

26157.31

M4 M4

M3 M3

81 0. 71

11598.62 11198.62

14210.65 13810.65

81 1. 96

15215.93

4 4.1 400

16353.43

81 1. 21

26157.31

4 4.1 475

28957.31

9. 33

-2.050

8: 8:

-3.450

0 75

-2.050

8: 10

-3.450

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

CLASS: AH41-S15

M4 M4

1.450 3 .7 9 3 812 .2.7 9 13 4023912 .2 114 439 14

M1 M1

10 8:

-3.450

M4 M4

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

28957.31

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15215.93

16353.43

26157.31

28957.31

9 .2

Step15 1 : 100

0 75

1.450

STEP 6 - FILLING IN SAND - FORMWORK OF INTERNAL BASEMENT1.450 WALLS

1.450 8:

0.850

Foundation type 1 400x400 mm Cast in situ concrete Reinforcement : Y10,Y8

STEP 13 - FILLING IN WITH THE SAND UNTIL THE EXTERNAL FOUNDATION LEVEL

-2.050

0 40

0 F1

1.450 8:

T_U_N_-_-_0_(200)_001

0.850 10

M2 M2

-2.050

Legend

M4 M4

0 75

40 40

M2 M2

-3.450

566

1046

1471.81

2221.81

4463.26

6966.79

7957.01 7716.79

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

18254.32

17121.83 16721.83 16353.43

191.5'=

93,452 dkk

Int. foundations

46.68'=

11,576.14 dkk

3.3

point foundations

18.76'=

4,652.50 dkk

3.4

Elevator pit

3.5

M4 M4

54,421.50 dkk

3.6

Groundslabs ground floor

242.4'=

68,599.20 dkk

3.7

Groundslabs elevator shaft

6.78'=

1,918.74 dkk

3.8

Building Site

308,094.76 dkk

3.9

QA or operating

4500 dkk

3.10

Other works. Write what is below.

dkk

10 8:

= =

548,534.24 dkk 137133.56 dkk

685,667.80 dkk

STEP 14 - PLACING THE FORMWORK FOR THE FOUNDATION

7 .7 30 19

M2 M2

-2.050

Foundation type 4 600x750 mm Cast in situ concrete Reinforcement : Y14,Y10

192.3 '=

1.450 0.850 10

1.450 0.850

-2.050

1,319.40 dkk

Ground slabs basement

Total price without VAT VAT 25% Total price incl. VAT

M2 M2

STEP 7 1.450 - CASTING THE FOUNDATION OF EXTERNAL AND INTERNAL BASEMENT WALLS

1.450

5.32'=

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

M2 M2

26157.31

28957.31

M4 M4

Foundation type 3 600x750 mm Cast in situ concrete Reinforcement : Y20,Y14

Ext. foundations

3.2

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15215.93

15856.63

16721.83 16353.43

18254.32

19004.32

23682.08

26157.31

28957.31

-3.450

Foundation type 2 400x400 mm Cast in situ concrete Reinforcement : Y14,Y10

3.1

M2 M2

90 47

0 40

-3.450

Udarb. af :

-3.450

For:

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY

566

1046

1471.79

4463.26

6966.79

7957.01 7716.79

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

28957.31

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

26157.31

M1 M1

28957.31

M4 M4

19004.32

Pos. No.

-3.450

7 9.7 20

23682.08

T_U_-_1_X_3_001

9 .2

428 24

0 46 5 13 314 1 710 12

678 23

6 8.0 33 26

24432.08

26157.31

28957.31

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15856.63 15456.63 15215.93

17121.83 16721.83 16353.43

18254.32

19004.32

23682.08

24432.08

-2.050

The individual sub-items contain the full and complete work acc. descriptions and drawings.

9.6 46 .6 18 069 18

5 00 15 605 14

7 9.2 33

-2.050

9 .2

STEP 12 - ERECTING THE GROUND SUPPORTED SLAB FOR THE BASEMENT LEVEL

9 .2

998 18

Concretework

1.450 0.850

JUNE 2015

Building Case: Q-BYG MULTISTOERY HOUSE

M2 M2

1.450

STEP 5 - ERECTING THE GROUND SUPPORTED SLAB FOR THE ELEVATOR

5 21 21

248 18

1.450 0.850

M3 M3

9 .2 9 453 .2 15 853 15

9 .4 9 718 .4 16 118 17

26157.31 M4 M4

9 .8 9 198 .8 9 11 59864.2 9 11117 64.2 1 12

Tenderform list

TOTALCONTRACTOR A/S

M2 M2

T_U_N_-_-_0_(200)_002

SCALE: 1 : 100

DRAWN BY: Grazvile Savickaite

DATE: 06/05/15

SUBJECT: Concrete plan (Ground level)

8 9.6 22 30

PROJECT: Multi-storey building

0 98 30

9 .2 9 59 89 59.2 9 93 99.2 96

1 4.4 34 61

0 12 62

28957.31

566

1046

4463.26

7957.01

9357.31 8957.31

11598.62 11198.62

14210.65 13810.65

15215.93

16353.43

26157.31

28957.31

STEP 18 - SETTING UP THE GROUND SUPPORTED SLAB - ERECTING ALL PREFABRICATED WALLS AND HOLLOW CORES - BUILDING THE EXTERNAL WALL - FILLING IN THE SAND - PUTTING BACK THE TOP SOIL

Ingeniørfirmaet DEVISESTEN A/S FRI. Klog af skade gade 666 9900 Rådgiverkøbing

PROJECT: Multi-storey building

DATE: 06/05/15

SUBJECT: Concrete work steps

SCALE: 1 : 100

DRAWN BY: Grazvile Savickaite

CLASS: AH41-S15

TOTALENTREÅRENØREN A/S

T_U_-_1_X_3_001 Tlf.:+45 678 123 Mail: IF@DVS.dk http/:IFDVS.dk

UNIVERSITY COLLEGE SCHOOL OF TECHNOLOGY AND BUSINESS - TYPE CITY PROJECT: Multi-storey building

DATE: 06/05/15

SUBJECT: Concrete plan (Basement level)

SCALE: 1 : 100

DRAWN BY: Grazvile Savickaite

CLASS: AHS41

T_U_N_-_-_0_(200)_001

1.450

8: 10

10 8: 0.850

900

857.49

996.62

8: 10

T_U_N_-_X_3_001

-2.050

10 8: -3.450 1005.28 1000

1000.3 1000

ERASMUS - RENOVATION PROJECT

FIFTH SEMESTER Fifth semester offered me to try many new things as I was on Erasmus in Aalst, Belgium at Odisse University. It was very pleasant experience as I had many opportunities to expand my knowledge about constrution in practise and theory. I have spent 5 months in Belgium during it, had chance to have classes like practise performance, Quantities calculation (price performance), drawing, building site visits, and final report about renovation project.

ERASMUS - RENOVATION PROJECT

100

1000

550

1000

550

1000

550

1000

550

1000

100

1000

550

1000

550

1000

1060

SAS (VROEGER REFTER)

10 15

266

140

138

3 845

KLAS LOK AAL /JE UGDATE LIE R D KO

glas e t verv angen door panelen 15 139 20

138

niveau-0.01 147

KLASLOKAAL/ JEUGDATELIER DKO

240

598

175

h.w .10x10

houtendeur E I1 30 -zelfs luitend 195

geschilderd metselwerk

615

KLAS LOK AAL /JE UGD ATE LIE R D KO (VRO EGER DO KA)

h.w .10x10

B vlamdichte afw erking

presentatiewand

KLASLOKAAL/ JEUGDATELIER DKO (VROEGER DOKA)

gepolierd beton lokaal metlans uitspuiten =>2 afvoerputjes ophangsystemenaanplafondmax 20kg voldoendew arm voor naaktmodel voldoende verluchtingvoorstof genoeg stopcontactenvoor boormachines

w arm/koud h.w .10x10

Bring ideas to life VIA University College

vol paneel 190

180

geschilderd metselw erk

geen niv eauverschil hoger dan gewone deur

KAPRUIM TE

houtendeur 235

662

187

894

KAPRUIMTE vlamdichte afw erking

640

2 x porseleinen w asbak opbouw 2 x warm/k oud eengreepsmengkraan met bovenbediening

afvoeren aante sluitenop resp. 2 klei/slib-separatiecontainers ondertafel

bestaande klassenvleugel

metalen rekken 175kg/legrek

475

3D-lokaal

KLA SLO KAA L/J EUG DAT ELI ER

KLASLOKAAL/ JEUGDATELIER DKO 472

3D- lo ka al afvoerput met deksel 20x20

h.w .10x10

metalen rekken 175kg/legrek

3187

195 vollehouten dubbeledeur

w itbord

502

100

260

330

Alu raam kasten

280

150

11 A lu a r am

250

244

100

werkvlak schoonmaak platen

412

E I1 30 -zelfs luitend

VRIJE GRAFIEK droogrek etsplaten

vlamdichte afw erking

nog te on tw erp en R2

+ bergingkuis personeel (karren)

SECRETARIAAT (VROEGER VRIJE GRAFIEK)

pers

140

makennieuwe raamopening 140

tentoonstell ing ophanging aan kabels

103

akoestische metalendeur EI 130 -zelfs luitend

pers

128

SECRE TARI AAT (VROE GER V RIJE GRAF IEK)

verw armtafel

SCHO ONM AKE N E TSP LAT EN 80

vlamdichte afw erking

Bring ideas to life VIA University College

dichtmaken deuropening

550

tw eegreepsmengkraan w arm+koud P V C waterbak metafvoer

LIFT

239 presentatiewand

200

vouwpoort 800

255

383

mat

(VROEGER VRIJE GRAFIEK)

OVER DEK TE DOO RGA NG

OVERDEKTE DOORGANG G1

245

240

afvoerput met deksel 20x20

niveau0.00

papiersnijder

100

225

1546

192

Bring ideas to life VIA University College

pers

809

530

609

E1 I 30 -zelfs luitend

BERGING BERGI NG ( VROE GER (VROEGER KLEIN E DO KA) KLEINE DOKA) 40

verduis terend screen langs binnenzijde

315

SUBJECT:

VIA Built Environme

Camp

DATE: 11/25/15

tw eegreepsmengkraan w arm+koud

SCHO P V C ONM waterbak AKE N E TSP LAT EN metafvoer inkttafel

140

Opdracht 2 'Kelderwanden'

100 beglaasdeA ludeur

afvoerput met deksel 20x20

120

412

251 23

+TECH NIV EAU

HS-KABINE +TECH NIVEAU

PROJECT:

E1 I 30 -zelfs luitend

150

spuitbak inox dubbele dienstkraan + afvoer 61

inox spoeltafel + afv oer mengkraan w arm/koud

130

papierkasten

120 24

vollehouten enkeledeur BAK plafondSPUIT op 2,70m enkel voorpersoneel toegankelijk kraantje met tuinslang ZEVEN

100

lichtbak

25 p ers

plaatsnijder

12 13

STUDI O FIL M / BLACK BOX (AUD ITORIUM)

STUDIO FILM / BLACK BOX (AUDITORIUM)

spoelen etsplaten (zuren)

90 231 beglaasd Alu deur-/raamgeheel

VRIJE GRA FIEK

spatw and

330

HS-K ABI NE

110

AFZU IGI NG 150 SPUI TCAB INE

vollehouten enkele deuren

302.5

green screen

948

akoestischevoorz etwand

niet schilderen

niveau0.25

155

260

150

droogrek

uitgietbak inox

7 9

KLASLOKAAL/ JEUGDATELIER DKO

ZEE FDR 150 UKRUIM TE

dubbele dienstkraan

480

dubbele dienstkraan + afvoer

P V C zuurbak

240

spoeltafel

aflaatk raan

131

vollehouten enkeledeur EI1 30- zelfsluitend

279

PVC zuurbak

164

170

110

afzuiging uithardcabine

50 4

110

beglaasd Aludeur-/raamgeheel EI1 30 -zelfs luitend

195 vollehouten dubbeledeur

485

spuitcabine

150

239 1 2

KLA SLO KAA L/J EUG DAT ELI ER

zeefdruk

ETSRUIMTE

128

100

140

100

lichtdichte schuifdeur

U V belic htingscabine

sanibloc

leidingenkoker

180

niet schilderen

SPOE LTAF EL ETSP LAT EN ( ZUREN) 150

60 118

aflaatk raan

122

afzuiging

koud

niveau0.04

akoestischevoorz etwand

droogrek zeven

enkel voor personeel toegankeli jk

dubbele dienstk raan+ afv oer

370

460

opstelplaats ventilator

100

AFZU IGI NG PVC ZU URB AK ETSRUIMTE UIT HAR DC ABI NE DOKA DOKA DOKA DOKA ZEEFDRUKRUIMTE ETSEN ZEE FDR UK ETSEN ZEEFDRUK PVC ZUURB AK 482

vollehouten vollehouten enkeledeur enkeledeur EI1 30- zelfsluitend EI1 30- zelfsluitend

akoestische mobiele wand

216 niet schilderen

127

belichtingstafel

170

320

200 beglaasd Aludeur-/raamgeheel EI1 30 -zelfs luitend

794 193

180 463

225

150

381

481 80

100

houtendeur EI1 30 -zelfs luitend

373

KEUKEN / OF FICE

STOCK AGE FILM

h.w .10x10

684

TECH TEC H L OKA AL LOKAAL

386

koud

h.w .10x10

STOCKAGE FILM

305

pompinstallatie+ overloop

SANIT AIR +TECH NIV EAU

229

dienstkraan

koud

SANITAIR +TECH NIVEAU dienstkraan

300

mat

126

200

afvoerput met deksel 20x20

beglaasd Alu deur-/raamgeheel

88 vlamdichte afw erking

afwerk ingmetfaience

114 vlamdichte afw erking

14.488 14.450

Campus TYPE CITY

100

200

stalenkolom betonnenkern

REFTER

1594

VIA Built Environment & Engineering

1950

D3 afvoerput met deksel 20x20

REFT ER 60

niet schilderen

w arm/koud

reinigbare plafondtegels

200

864

stalenkolom betonnenkern

BERGING 3D-l okaal

KEUKEN / OFFICE

1464

377

431

BER GIN G 3 D-l oka al

geen niv eauverschil hoger dan gewone deur

mat

240

1176

afvoerput met deksel 20x20

metalen rekken 175kg/legrek

hoogte muur 4,18m

BEELD HOUW KLAS TAFEL MET KLEI- SLIB SEPAR ATIEC ONTAI NERS

UVBO2-WORG1

SCALE: 1 : 50

DRAWN BY: Student 3 - Grazvile Savickaite

CLASS: 2BOb

AN - X3(2BY)006 Wall construction : - Outer leaf 9x6x19 cm - Ventilation gap 2.5 cm - Insulation 8 cm - Inner leaf 16x18x45 cm

Floor construction : - Smooth surface concrete 10cm - Floor heating +/- 2cm - Insulation 5 cm - Preslab 20 cm

11.210

PROJECT:

Opdracht 2 'Kelderwanden'

SUBJECT:

UVBO2-WORG1

DRAWN BY: Student 3 - Grazvile Savickaite

Floor construction : - Smooth surface concrete 10cm - Floor heating +/- 2cm - Insulation 5 cm - Preslab 20 cm

8.400

VIA Built Environment & Engineering

Campus TYPE CITY DATE: 11/25/15

PROJECT:

Extension of Academy of Fine Arts building complex with new building

DATE: 01/12/16

SUBJECT:

facade

SCALE: 1 : 20

DRAWN BY: Grazvile Savickaite

AN - X3(2BY)008

SCALE: As indicated CLASS: 2BOb

9.950

CLASS:

Floor construction : - Smooth surface concrete 10cm - Floor heating +/- 2cm - Insulation 5 cm - Preslab 16 cm

394

DETAILSNEDE 2

bestaande doorvoerverplaatsen

BERG RUI MTE

BERGRUIMTE

278

15 2

180 dichtmaken deuropening

1383

dakrand op 4,90m (hoogte 1m)

BEE LD HO UW EN

BEELDHOUWEN 800

Arbeids traat

Roof construction : - Bitument felt 6mm - Bitument felt 4mm - Foam glass insulation 7 cm - Foamed concrete from 12 to 5 cm

JEUGDATELIER DKO (VROEGER STUDIO FOTOGRAFIE) KLASL OKAAL /JEUGDATE LIER DKO (VRO EGER STU DIO FOTO GRAF IE)

SAS (VROE GER REFT ER)

BEE LDHOUW EN DK O a fg iet en

BEELDHOUWEN DKO

550

57 56 55

250

550

341

100

1000

100

1000

54 53

Wall construction : - Outer leaf 9x6x19 cm - Ventilation gap 2.5 cm - Insulation 8 cm - Inner leaf 16x18x45 cm

8.930

52 51 50 49 48 47 46 45 44

249

42 41 40 39 38 37 36

6.120

35 34 33 32 31 30 29

4.550

4.368

27 26

265.87

4.418

6.120

Floor construction : - Smooth surface concrete 10cm - Floor heating +/- 2cm - Insulation 5 cm - Preslab 16 cm

365

Floor construction : - Smooth surface concrete 10cm - Floor heating +/- 2cm - Insulation 5 cm - Preslab 20 cm

354

25 24 23 22 21 19

17 16

3.151 16

15 14 13

9 8 7 6 5 4 3

0.000

0.040

-0.444

2 1

Floor construction : - Smooth surface concrete 10cm - Hard insulation 8cm - Concrete C25/30 30cm - Concrete blind layer 5cm 295.13

424

12 11 10

311

1000

100

1000

100

1000

100

265

280

AN - X3(2BY)008

0.000

578

plafondhoogte binnen

424

240

328

REFTER 215

255 109

ERASMUS - RENOVATION PROJECT

+1.12

akoes tis che mobiele wand

192

210

STUDIO FILM / BLACK BOX (AUDITORIUM)

plint in blauwe hardsteen

0.82m

0.04m

-0.01m

0.00m

-0.11m -0.38m

geen niv eauv ers chil

Capucienenlaan

Wall construction : - Outer leaf 9x6x19 cm - Ventilation gap 2.5 cm - Insulation (soft) 8 cm - Inner leaf 16x18x45 cm

Wall finishes : Pumping mortar or stucco mix

Legend : N North arrow Fence Existing building New building Gates -

3500

Other buildings -

3000

Parking place -

Storage container for personal needs -

2500

Storage place Electric generator -

200 0

Biolet Composting Toilets -

Storage container for garbages -

kg kg kg kg

0.040 -0.102

- Smooth surface concrete 10cm - Hard insulation 8cm - Concrete C25/30 30cm - Concrete blind layer 5cm

Storage container of gas Storage container of generator-

2500 2900 3300 3700

Perinsul Block

Entrance doors -

210

Storage container for construction materials-

DOKA FOTOGRAFIE: OPSPOELEN EN ONTWIKKELEN

spuwer

394

gipsvezelplaat

213

110

8.93m

DOKA FOTOGRAFIE: PRINTEN

WERK- EN BESPREKINGSRUIMTE FOTOGRAFIE

356

INGEKUIPTE RUIMTE

344

alu dorpel

gipsvezelplaat

vloeropbouw : - linoleum - nivelleringschappe - w elfs els

105

GANG

TRAPHAL 8.47m

dichtmetsen

nieuw e R F-deur

282

KLASLOKAAL/JEUGDATELIER 3

BERGING

KLASLOKAAL/JEUGDATELIER 4 215

KLASLOKAAL/JEUGDATELIER 2

405

akoes tis che mobiele wand

320

250

liftdeur 354

250

210

220

329

48 47 46 45 44 43 42 41 40 39 38 37 36

OVERLOOP

6.12m

OVERLOOP 31 60

266

296

4.27

helling

VRIJE GRAFIEK

presentatiewand 577

3.15m 2.85m

OVERDEKTE DOORGANG SECRETARIAAT 400

BERGING onder trap

240

215

210

0.25m

160

360

GANG

291

360

HS-kabine

407

420

bestaande tuinmuur

metselw erk afbreken

4.55m 26 25 24 23 22 21 20 19

TECH RUIMTE

245

8.40m

metselw erk w e g te breken

KLASLOKAAL/JEUGDATELIER 1 muur aangrenzende woning

800

0.04m

-0.15m

0.00m referentiepeil 29

4 -0.444 -0.582

Wall construction : - Outer leaf 9x6x19 cm - Ventilation gap 2.5 cm - Insulation 8 cm - Inner leaf 16x18x45 cm

Nieuwbeekstraat

9.990 10.334 40

Bring ideas to life VIA University College

14.450 14.654

Blocks which protects from energy loss (YTONG)

Extension of Academy of Fine Arts building complex DATE: 12/09/15 with new building Bring ideas to3rd lifeconcrete phase VIA University College SUBJECT: Foundation Detail SCALE: As indicated PROJECT: Extension of Academy of Fine Arts building complex DRAWN BY: Grazvile Savickaite CLASS: with new building Site plan

0.4 0.6

DRAWN BY: Grazvile Savickaite

B.1.10a 20/79 L235

Slope 2Â° Roof construction : - Bitument felt 6mm - Bitument felt 4mm - Foam glass insulation 7 cm - Foamed concrete from 12 to 5 cm

14.110 14.308

10.38

Aluminium roof flashing

Campus TYPE CITY

PROJECT:

SUBJECT:

1st concrete phase

9.364 9.020

B.1.26 14/35 L383

K.1.42 20/30

14.108 13.910

B.1.1e 25/40 L115

VIA Built Environment & Engineering 15

2.5

2nd concrete phase

VIA Built Environment & Engineering

3 DATE: 11/30/15

Campus TYPE CITY

SCALE: As indicated CLASS:

Shutter box 6

8 2.5

PRACTICAL PLACEMENT - PRISON PROJECT

SIXTH SEMESTER During sixth semester I had my internship at construction/engineering company in Riga, Latvia REM PRO. My internship lasted for 21 week during which I had opportunities to improve knowledge and skills as well as to gain new ones, such as working with AutoCAD, blueprint reading. importance of different building processes. I was evaluated as : - Hard working and responsible person - willing to understand and participate in the process of design. - Reliable worker - solves the tasks responsibly, can trust that accomplished tasks are done correct. - Nice personality. - Works quickly, immediately asks if there are some unclear matters, informs if there are some problems. - Fast learned necessary AutoCAD skills, improved understanding of 2D drawings.

“WIND MEADOWS” PRESCHOOL, DAY-CARE CENTER

SEVENTH SEMESTER The last - seventh semester is the final semester which consist of dissertation and final project. For dissertation report I chose to write about “Sustainable Zero Energy Buildings” with a focus view on topic “Pushing single family house to the absolute zero” is also chosen wanting to look deeper in Sustainable Zero Energy Buildings’ designing process, aspects construction field professionals have to cover. Final project I have been working with is “Wind Meadows” preschool, day-care center. Health, recovery, rehabilitation and relaxation centre complex which consists of 55 630 m2 large plot, located in Marupe. According to, the detailed plan developed in 2007, the land intended to split up into three separate land units. Idea is to provide four-free standing volumes diverted from the street to the plot borders on the north side. The building I was working (Preschoold, day-care center) is designed to preserve the unity of the complex, at the same time provide kindergartens discreet environment. Most of the group floor and first floor space devoted to children’s needs : group rooms for children with separate sleeping rooms, changing rooms and toilets.

9.700

9700

8 17890 10800

6000

Modular system measurements

2400

12270

Opening measurements

620

7630

180

Bedroom 1

620

10625

1600

200

4025

620

Study room 5

620

Corridor

rem

ent

5809

4675

me asu

1120

869

1212

620 972

s s ent rem me asu

Openi ng

1212

1120

W7 W7

500 1212

500 1212 500

200

1212

1800 WC 20

1770 0

5901

Lobby 19

3373

1512

9000 320 825

180

1000

2100

3200

6300

1000

7830.88

180 WC 22

1212

III 3436

1000

22 WC 9.43 m²

Group room 21

779

3200

21 Group room 56.4 m²

4600 Staircase

1670

200

4215

F 5800 Lobby 16

4848

6300

1000

1536

200

1000

3168

Bedroom 23

200

3200

WC 27

200 W6

3717

1000 373

27 WC 10.95 m²

9000

1000

1750

Corridor 24

200

3200

Bedroom 25

3482

1000

1211

D1 D1

1212

3200

200 3168 W6

200 200

1750

1000 381

25 Bedroom 28.64 m²

3482

200

1000

200

24 Corridor 14.39 m²

3482

200

2.145

23 Bedroom 26.06 m²

1212

Bedroom 23 Corridor 24

Bedroom 25

200 1750 200

3011

4190

3168

2012

02 First floor

1000

200

1155

2000

3482

III

2.800

1182

03 Roof 9000

4.800

1677

2376 1512

912

1212

Group room 15

1275

10625

1000

3.000

5700

III

20 WC 8.17 m²

4.190

4190

Section A-A AN--3(2BY)001

11035

16 Lobby 97.64 m²

1000

19 Entrance/Lobby/Corridor 107.51 m²

954

912

937

02 First floor

W7 W7

1483

1212 1212 500 1212 500 1212 500 1212

1000

1512

14 WC 9.76 m²

15 Group room 54.97 m²

620

5.700

ent

4600

04 Roof

me asu rem

500

3125 200

912 314

6.300

18 Gym/Play room 124.07 m²

2400

8 Study room 14.19 m²

800

912

1212

Lobby

Bedroom 13

13 Bedroom 26.48 m² 912 313

8700

5700

Overa ll Mo dul ar sys tem

740

12 Corridor 17 m²

Group room 15

03 Roof

620

20690

900

180 W1

2400

3120

Study room 6

180

2400

3120

Study room 7

900

180

3525

11 WC 11.79 m²

7 Study room 12.56 m²

Study room 8

912 270270 912

912 235

959

2100

1035 0

972

900

912 300270 912

912 2143 1158 912

1159 0

8400

1212

1212 W2

912

200

1212

6 Study room 12.56 m²

800

200 Corridor 12

Openi ng

200 D2

972

1600

3125 180

Study room 6 Study room 7

180

3120

10 Bedroom 31.97 m²

5 Study room 12.58 m²

1605

11420

1189

9000

56990

3636

05 Roof (3rd part)

Utility room 3

700

959

9700

8700

9 Group room 59.93 m²

180 3525

180 Bedroom 10

3012

620

04 Roof

8.700

9700

1748

4 Group room 60.94 m²

912 313

Section A-A AN--3(2BY)001

9.700 05 Roof (3rd part)

200

3120

-1220

3012

-1220

972

00 Foundation

1600

1439

1800

4190

858

00 Foundation

737

-1.220

01 Groundfloor, terrain

200

3470

0.000

Study room 8

16200

1.800

0.800

East Elavation 1:100

Group room 9

180

4840

R R

1070

2.145

5667.5

2.145

01 Groundfloor, terrain

4840

4190

R Study room 5

3.000

Group room 4

4.190

2.800

5200

4190

02 First floor

III

5762.5

III

620

02 First floor

972

5825

Corridor

200

912

200

912 270

2 2815 WC 13.15 m²

2400

180 315 912

7630

Study room 5

1212

4675

Utility room 3

Bedroom 1

3012

1600

4.800

4675

4800

5700

3 Utility room 27.23 m²

800

200

03 Roof

1 Bedroom 35.67 m²

Corridor

200

1830

4.800

5700

200

620

5.700 03 Roof

5825 Utility room 3

Section B-B AN--3(2BY)002 AN--3(2BY)003

Group room 4

620

1108

6.300

200

WC 2

6.335

2815

Overall

3220

Opening measurements

Overall

8700

6.300

Overall

04 Roof

Opening measurements

8700

Modular system measurements

04 Roof

ent

9700

05 Roof (3rd part)

8.700

me asu rem

Mo dular sys tem

05 Roof (3rd part)

-1220

8700

8575

3200

Group room 26

1865 RD

R Section B-B AN--3(2BY)002 AN--3(2BY)003

00 Foundation -1220

620

8225

200

1925

Group room 26

2020

4848

5509

3936

1612

3435

240 1248

Modular system measurements

620

4678

1000 620

620

01 Groundfloor, terrain

-1.220

Group room 26

180 1648

8575

Group room 26

Opening measurements

00 Foundation

0.800

North Elavation 1:100

8575

8700

0.000

F II

1270

F 01 Groundfloor, terrain

7272

1.800

26 Group room 56.73 m²

1000

450 800

620

Corridor

7272

3070

Opening measurements

10800

Modular system measurements

6000

4800

8400

2100

33190 Overall

AN--2(2BY)001 1

9.700 05 Roof (3rd part)

8.700

9700

04 Roof

05 Roof (3rd part)

8.700

9700

04 Roof

8700

Section B-B AN--3(2BY)002 AN--3(2BY)003

6.300

Ventilation A

4190

me asu rem

ent

s s

2.800

Overa ll Mo dul ar sys tem

1035 0

Openi ng me asu Mo rem dular ent s sys tem me asu rem ent

2.800 2.145

1120

30 Staff room 124.12 m²

2212

2315

1212

3527

2.145

2100

1212

02 First floor

III

1159 0

8400

1825

5700

4.800

4190

03 Roof

4.190

02 First floor

me asu

Openi ng

2315

5700

1212

03 Roof

rem

ent

5.700

01 Groundfloor, terrain 0

1212 W8

2212

1000 RD

1770 0

-1.220

1212

0.800

1800

01 Groundfloor, terrain

0.800

1212

0.000

E Section A-A AN--3(2BY)001

-1220

00 Foundation

29 Lobby/Corridor 107.82 m²

Section A-A AN--3(2BY)001

WC 31

3564

31 WC 8.2 m²

840

1000

9000

11030

4600

1512

-1220

1512

00 Foundation

00 Foundation -1220

3200

3660 180

1115

01 Groundfloor, terrain 0

6300 3990

WC 33

200

1000 3200

9000

1000

8800 W9

3200

Dance/Rehabilitation room 34

PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

DATE: 10/25/16

SUBJECT:

Elevations

SCALE: 1 : 100

1000

200

8235

3200

3718

180

Music room 36

1100

00 Foundation

AN--2(2BY)001

3435 4800

240 1248

7272

1933

DRAWN BY: Grazvile Savickaite

CLASS: AH71P-A16

4775

1000 2100

11588

8700 3200

620

Corridor

1000

8400

Modular system measurements

Overall

-1220

1000

180

620

R Section B-B AN--3(2BY)002 AN--3(2BY)003

620

4677

1000 450

W10 RD

Music room 36

1401 1270

1870

1000

VIA Built Environment & Engineering Campus INDTAST BY Opening measurements

South Elavation 1:100

1068

Opening measurements

-1.220

36 Music room 56.91 m²

620

Bring ideas to life VIA University College

0.800

Opening measurements

8575

7272

8700

Overall

35 WC m²

11 850

WC 35

Opening direction

1.800

01 Groundfloor, terrain

755 1450

4190

Modular system measurements

1000 1696

R 0.000

W10

1189 1212

8800

1100 2400

2.145

0.800

W12

1800

3.000

2.800

Dance/Rehabilitation room 34

Fire doors

02 First floor

200

III

1313

4.800

1000

2.800

03 Roof

34 Dance/Rehabilitation room 72.47 m²

W10

4190

Rescue opening

5700

4.800

III

Music room 36

02 First floor

24025

5700

9000

1000

6.300

5.700

III

800

03 Roof

W10

LEGEND

33 WC 10.96 m²

W11

8700

4848

04 Roof

200

1277

8700

6.300

32 Art room 54.87 m²

9700

3200

344

05 Roof (3rd part) 6300

04 Roof

8.700

9700

1000

2100

9.700 05 Roof (3rd part)

Modular system measurements

West Elavation 1:100

“WIND MEADOWS” PRESCHOOL, DAY-CARE CENTER 5.700 03 Roof

Windows : Frame IC 48 (Medi g) 1212 x 1500 mm U-value - 0.52 (w/(m2K) Class - A Rude - 3 lags Material - Træ/Alu

Ventilation : Heat recovery unit with a 85% efficiency Type: VEX270-1 Height: 1905mm Width: 2050mm Depth: 1525mm Max output: 7550 m3/h Pipe types: Circular Main duct: DN 500/355 Branch duct: DN 300 Silencer: 2 units

Roof construction - 2 layers of roofing felt top felt 6 mm (pf 5000) underlay felt 4mm (pf 3500) - Insulation 25 mm ( λ-0.038 W/mK) - Insulation 145 mm ( λ-0.025 W/mK) - Insulation 280 mm ( λ-0.025 W/mK) - Insulation 25 mm ( λ-0.039 W/mK) - Vapour barrier - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: IV Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

6.300

5700

5.010

03 Roof 5700

4.305 External wall Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) Wall finish : 1.Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77)

3.458 Load bearing internal wall : Prefabricated concrete wall element - 200 mm Technical specification - Fire demand : REI60 A2 - s1,d0 (BS - 60) Load bearing, separating building components - Fire class : REI 120 A2 - s1,d0 (BS - 120) Laod bearing, separating building components - Sound class : R'w = 53 dB - Wall thickness : 200 mm Wall finish : 1.Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77)

2.113

3458

Suspended ceiling construction TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

Non load-bearing internal wall : - Edge Profile Gyproc AC 120/401 - Batten Gyproc XR 95 cc 225mm (Mounted offset wider track) - 2x15 mm gyproc soundblock boards, 2x15 mm calciumsilicate boards on other side (bathroom side) - Insulation ( λ-0.034 W/mK)

AN--3(2BY)002

Technical specification - System id : 3.1.1-110 - Fire class : BS60 - Sound class : R'w = 52-55 dB - Max wall height : 5000 mm - Wall thichness : 170 mm

0.000 01 Groundfloor, terrain

01 Groundfloor, terrain 0

LEGEND : -1.220 00 Foundation

- Cast in-situ concrete

-1220

00 Foundation

- Prefabricated concrete elements

-1220

External foundation : - K-blocks 10x50x80mm + 20x50x80mm - Grouting 30mm - Foundation 715x250 mm (blinding layer 50x250 mm, cast concrete - 615x250mm, top layer 50x250mm) - 4x Ø12 mm steel bars - Ø10 mm support stirrups every 1000 mm distance

Wet room floors - Tiles 97x97x8 GEO 8610-01 White halvmatt Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Tile adhesive - Sealing membrane (waterproof) - Reinforcement tape/flashing lengh -150 mm - Cast in-situ concrete 120 mm Strength class : 20MPa Foundation footing : C20/25 reference to DS/EN 206-1 - Foundation 400x400 mm (blinding layer 50x400 - PEX 20mm floor heating pipe (300mm spacing) mm, cast concrete - 400x300mm, top layer Roof construction - 150mm x 150mm reinforcement mesh 50x400) - 2 layers of roofing felt - Spacers supporting mesh at 40 mm - 4x Ø10 mm steel bars top felt 6 mm (pf 5000) - Insulation 60 mm (λ-0.021 W/mK) - Ø10 mm support stirrups every 1000 mm underlay felt 4mm (pf 3500) - Concrete cast in-situ 100mm distance - Insulation 25 mm ( λ-0.038 W/mK) - Reinforcement mesh 150x150mm,5mm inside the -concrete - Concrete pillow 500x25mm Insulation slab 145 mm ( λ-0.025 W/mK) - 2 layers of 150 mm Polystyrene insulation (λ-0.038- W/mK) Insulation 280 mm ( λ-0.025 W/mK) - Capillary breaking layer 200mm Leca® granules - Insulation 25 mm ( λ-0.039 W/mK)

Foundation footing : - Foundation 700x400 mm (blinding layer 50x700 mm, cast concrete - 300x700mm, top layer 50x700) - 4x Ø14 mm steel bars - Ø10 mm support stirrups every 1000 mm distance - Concrete pillow 800x25mm

04 Roof

8700

- Vapour barrier - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

Foundation footing : - Foundation 400x400 mm (blinding layer 50x400 mm, cast concrete - 400x300mm, top layer 50x400) - 4x Ø10 mm steel bars - Ø10 mm support stirrups every 1000 mm distance - Concrete pillow 500x25mm

- Soft insulation

Floor construction - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation - Capillary breaking layer 200mm Leca® granules

- Hard insulation

- Capillary breaking layer Leca® granules - Washed sand - Filter bed - Mortar - Tiles

02 First floor

VIA Built Environment & Engineering Campus INDTAST BY

04 Roof 8700

SCALE: As indicated CLASS: AH71P-A16

External wall Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) Wall finish : 1.Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77) Technical specification - U-value requirement 0.4 W/m2K, recomended 0.14 W/m2K, actual 0.1 W/m2K - Fire demand : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Fire class : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Sound Requirement 25-33 dB Actual 60 dB - Wall thickness : 620 mm

6.458

Floor construction - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) -Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m); Width: ± 5 mm; Thickness: ± 8 mm

Cross section (B-B)1

Floor construction - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m), Width: ± 5; Thickness: ± 8 mm

4.190

III

02 First floor 4190

3.780

2.937

Load bearing internal wall : Prefabricated concrete wall element - 200 mm Technical specification - Fire demand : REI60 A2 - s1,d0 (BS - 60) Load bearing, separating building components - Fire class : REI 120 A2 - s1,d0 (BS - 120) Laod bearing, separating building components - Sound class : R'w = 53 dB - Wall thickness : 200 mm Wall finish : Paints - BLOOM (WN.02.77)

AN--3(2BY)003

2.113 Floor construction - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

Floor construction : - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

0.000

01 Groundfloor, terrain 0

-1.220 00 Foundation

- Fire doors

Main Legend Copy 9 DATE: 12/19/16 1 : 10

DRAWN BY: Grazvile Savickaite

4190

01 Groundfloor, terrain

- Rescue opening

"WIND MEADOWS" Preschool, Day-care centre V

SUBJECT:

8.010

6.303

Technical specification - System id : 3.1.1-102 - Fire class : BS60 - Sound class : R'w = 25-30 dB - Max wall height : 4150 mm - Wall thichness : 87.5 mm

Bring ideas to life VIA University College

8.700 PROJECT:

7.305

Non load-bearing internal wall : - Edge Profile Gyproc SK 70 - Batten Gyproc XR 70 cc 450mm - 3x12.5 mm Gyproc GRE 13 ROBUST Ergo - Insulation ( λ-0.034 W/mK)

R F

LEGEND :

-1220

00 Foundation -1220

- Cast in-situ concrete Internal foundation : - K-blocks 10x50x80mm + 20x50x80mm - Grouting 30mm - Foundation 200x200 mm (blinding layer 50x200 mm, cast concrete - 100x200mm, top layer 50x200mm) - 4x Ø10 mm steel bars - Ø10 mm support stirrups every 1000 mm distance Foundation footing : - Foundation 400x400 mm (blinding layer 50x400 mm, cast concrete - 400x300mm, top layer 50x400) - 4x Ø10 mm steel bars - Ø10 mm support stirrups every 1000 mm distance - Concrete pillow 500x25mm

Floor construction : - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

Internal foundation : - K-blocks 10x50x80mm + 20x50x80mm - Grouting 30mm - Foundation 200x200 mm (blinding layer 50x200 mm, cast concrete - 100x200mm, top layer 50x200mm) - 4x Ø10 mm steel bars - Ø10 mm support stirrups every 1000 mm distance Foundation footing : - Foundation 400x400 mm (blinding layer 50x400 mm, cast concrete - 400x300mm, top layer 50x400) - 4x Ø10 mm steel bars - Ø10 mm support stirrups every 1000 mm distance - Concrete pillow 500x25mm

- Prefabricated concrete elements - Soft insulation - Hard insulation - Capillary breaking layer Leca® granules

- Washed sand - Filter bed - Mortar - Tiles

Bring ideas to life VIA University College PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

VIA Built Environment & Engineering Campus INDTAST BY DATE: 12/19/16

AN--3(2BY)002

“WIND MEADOWS” PRESCHOOL, DAY-CARE CENTER 200

G 5

• • • • •

A A

Mosture (Capillaries) Water tighness (bitumen DPC) Heat loss (U-value) Thermal bridges Structural movement

• • •

02 First floor

Demands - functions for foundation :

4190

- Must be taken down to front-free depth - Hold the building up - Keep the groundwater out - Keep the soil gas out - Keep the water vapour out - Keep the wind out - Away the water and water vapour out if it gets in - Keep the heat in during the winter - Keep the heat out during the summer

C Reinforcement joints

Stirrup

C 01 Groundfloor, terrain 0

01 Groundfloor, terrain 0

3rd concrete phase

2nd concrete phase

Foundation footing : AN--5(200)00 - Foundation 700x400 mm (blinding layer 50x700 mm, cast concrete - 300x700mm, top layer 50x700) - 4x Ø14 mm steel bars - Ø10 mm support stirrups every 1000 mm distance - Concrete pillow 800x25mm

Suspended ceiling construction TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm - steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

200

1st concrete phase

200

250

150

1st concrete phase

00 Foundation

Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm ± 20 mm Width: ± 5 mm Thickness: ± 8 mm

350

3rd concrete phase

-1220

I 300

Geotextile Filter bed

Technical specification - U-value requirement 0.4 W/m2K, recomended 0.14 W/m2K, actual 0.1 W/m2K - Fire demand : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Fire class : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Sound Requirement 25-33 dB Actual 60 dB - Wall thickness : 620 mm C : Floor construction - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

*The radon proof membrane are placed along the connection between the ground supported floor and foundation. The radon proof membrane must overlap the floor with at least 150 mm

DECK SPECIFICATION:

Surface rain drain : - 150/200x170 mm - Produced in 1.5mm galvanized steel with zinc magnesium coating (DX510xZM310MAC) - Standart grating top; profile - P 31x9 mm galvanized

Radon proof membrane

F : Roof construction - 2 layers of roofing felt underlay felt 4mm (pf 3500) top felt 6 mm (pf 5000) - Insulation 25 mm ( λ-0.038 W/mK) - Insulation 145 mm ( λ-0.025 W/mK) - Insulation 280 mm ( λ-0.025 W/mK) - Insulation 25 mm ( λ-0.039 W/mK) - Vapour barrier - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

D : Floor construction - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) -- Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

01 Groundfloor, terrain

100

C : Floor construction - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) -Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

Stirrup

220

150

100

150

Technical specification - Fire demand : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Fire class : R60 A2 - s1,d0 (BS - 60) Load bearing, non separating building components - Sound Requirement 25-33 dB Actual 60 dB - Wall thickness : 620 mm

Reinforcement joints

01 Groundfloor, terrain

Radon proof membrane

*The radon proof membrane are placed along the connection between the ground supported floor and foundation. The radon proof membrane must overlap the floor with at least 150 mm

200

E : Floor construction - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

Lecaterm-blocks are sandwich blocks combining the high strength LECA-concrete with the highly insulating polystyrene foam pastic. The foam plastic core is supplied with dove tails securing an effective key between the layers of the block. The foam plastic is expanded polystyrene(EPS). The thermal conductivity λdeclared. = 0,037 W/m K. Lecaterm-blocks are used in 200x100x390mm

400

B : Wall structure Sandwich element - 70 mm concrete (outer leaf) - 350 mm mineral wool - 200 mm concrete (inner leaf) Wall finsh : painted - BLOOM (WN.02.77)

100

55 02 First floor 4190

B : Wall structure Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) - 30 mm grouting with 30x75 mm leveling plinth Wall finsh : painted - BLOOM (WN.02.77)

200

600

III

A : Wall structure Prefabricated reinforced concrete wall element - 200 mm,painted - BLOOM (WN.02.77)

A : Wall construction Prefabricated reinforced concrete wall element - 200 mm,painted - BLOOM (WN.02.77)

III

200

BR10 SBi 243 SBi 490

300

D 4190

350

Documentation and reference to :

200

02 First floor

Key issue's :

700

00 Foundation -1220

Perimeter drain A branch drain, connecting the capillary breaking layer to the perimeter drain, must be established below demestic ground floors. The branch drain service the discharge of water from capilary breaking layer. At least two branch drains must be astablished per building. If the capillary breaking layer is divided into sections by foundations of internal walls, a branch drain must be established for each section. Drainage pipe in the centre of the gravel filter, the pipe itself is perforated (not shown on the drawing), enabling water to enter and be led away.

Detail - External foundation 1:5

200

00 Foundation -1220

LEGEND : - Cast in-situ concrete - Prefabricated concrete elements - Soft insulation - Hard insulation

Detail - Internal foundation 1:5

- Capillary breaking layer Leca® granules - Washed sand - Filter bed - Mortar

- Tiles III

02 First floor

Solving specifation :

4190

III

- The foundation foot and wall has to be water externally. It has been soved by : 1. Using a perimeter drain which discharges water from capillary breaking layer. 2. Concrete painted with liquid bitumen, around 90 deg corners there might be need to burn bitument sheets.

Moisture and durability is in reference to SBi 216 Chapter 4 and SBi 178 (moisture and proofing buildings) 4.6(1) Buildings must be built so as to prevent water, moisture and damp from causing damage or undermining sercive ability, impairing durability and citiating health and safety conditions.

AN--5(210 01)001

- To solve the heat loss through cold bridges have placed 300mm and 100mm Polystyrene insulation, this also helps to to bring the U-value down for these components. Under ground concrete slab is placed insulation of 300 mm Polystyrene. - A radon barrier has been placed over the foundation and sealed to the inner sides of the foundation.

- For structural horizontal movements of the concrete ground slab, 70 mm of insulation have been placed on the edge. This prevents from cracking and component damage.

Reinforcement joints

Stirrup

C H

200

100

Stirrup

180

Section A-A

- Cast in-situ concrete - Prefabricated concrete elements

1450

WC nr.1

HV nr.1

B LEGEND :

- Soft insulation - Hard insulation - Capillary breaking layer Leca® granules

Reinforcement joints

Roof start1

- Washed sand

8000

150

Roof start1 8000

- Filter bed - Mortar - Tiles

750

Bring ideas to life VIA University College

DATE: 11/22/16

Details - Hollow-core connections

SCALE: As indicated

1000

"WIND MEADOWS" Preschool, Day-care centre

SUBJECT:

AN--5(210 01)001

A : Wall structure CLASS: AH71P-A16 Prefabricated concrete wall element - 200 mm -Wall finish : Paints - BLOOM (WN.02.77)

DRAWN BY: Grazvile Savickaite

75 1200

Bracket

620

III III

F F

III

02 First floor

III

02 1st Floor

4190 4000

B : FLOOR STRUCTURE - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

Section B-B

C Wet room equipment :

01 Groundfloor, terrain 0

WC nr.1

D II

Lower part of hanger

HV nr.1

Srew 3.5 x 25 mm

Screw LN 3.5 x 9 mm

- Cast in-situ concrete

Cross connector to the main profile

01 Groundfloor, terrain - Prefabricated concrete elements 0

170

100

- Soft insulation 20 27

620

LEGEND :

Load bearing profile 60 x 27 mm

100

170

- Capillary breaking layer Leca® granules

170

- Washed sand 600

150

600

- Filter bed - Mortar

Peripheral steel profile for mounting 28 x 27 mm, fix to wall every 1m

- Tiles

-1220

Connector put every 1m Acustic sealant

Bring ideas to life VIA University College

VIA Built Environment & Engineering Campus INDTAST BY

PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

DATE: 12/10/16

SUBJECT:

Detail - Suspended ceilings

SCALE: As indicated

00 Foundation

AN--5(210 02)002

00 Foundation -1220

G : Floor construction - Tiles 97x97x8 GEO 8610-01 White halvmatt Reference to DS/EN ISO 10545-3:1997, Ceramic tiles Bring ideas to life VIA Built Environment & Engineering Campus INDTAST BY VIA University - TileCollege adhesive - Sealing membrane PROJECT: "WIND MEADOWS" Preschool, Day-care centre (waterproof) DATE: 11/18/16 - Cast in-situ concrete 123SCALE: mm As SUBJECT: Detail - External + internal foudation AN--5(200)001 Strength class : 20MPa indicated DRAWN BY: Grazvile Savickaite CLASS: AH71P-A16 C20/25 reference to DS/EN 206-1 A : Wall construction - PEX 20mm floor heating pipe (300mm spacing) - Edge Profile Gyproc AC 120/401 - 150mm x 150mm reinforcement mesh - Batten Gyproc XR 95 cc 225mm - Spacers supporting mesh at 40 mm (Mounted offset wider track) - Insulation 60 mm (λ-0.021 W/mK) - 2x15 mm gyproc soundblock boards on one side, 2x15 mm - Hollow core deck element Spæncom - Xtrumax - EX220 calcium-silicate boards on another side thikness- 220 mm - Insulation ( λ-0.034 W/mK) Edge reinforcement 8mm Wall finish(bathroom) Reinforcement: 8 x Ø 9,3 mm steel rods - Reinforcement tape/flashing Fire resistance: REI 60 - Wetroom membrane Resonance: 9 Hz - Tile adhesive TOLERANCE: - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Length: ± 12 mm (span < 7,2 m) Reference to DS/EN ISO 10545-3:1997, Ceramic tiles ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm B : Non load-bearing internal wall : - Edge Profile Gyproc SK 70 - Batten Gyproc XR 70 cc 450mm Roof construction : - 3x12.5 mm Gyproc GRE 13 ROBUST Ergo - 2 layers of roofing felt - Mineral wool 50 mm underlay felt 4mm (pf 3500) top felt 6 mm (pf 5000) Technical specification - Insulation 25 mm ( λ-0.038 W/mK) - System id : 3.1.1-102 - Insulation 145 mm ( λ-0.025 W/mK) - Fire class : BS60 - Insulation 280 mm ( λ-0.025 W/mK) - Sound class : R'w = 25-30 dB - Insulation 25 mm ( λ-0.039 W/mK) - Max wall height : 4150 mm - Vapour barrier - Wall thichness : 87.5 mm - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm C : Wall structure Reinforcement: 8 x Ø 9,3 mm steel rods Prefabricated concrete wall element Fire resistance: REI 60 - 200 mm Resonance: 9 Hz Technical specification TOLERANCE: - Fire demand : REI60 A2 - s1,d0 (BS - 60) Load bearing, Length: ± 12 mm (span < 7,2 m) separating building components ± 20 mm (span > 7,2 m) - Fire class : REI 120 A2 - s1,d0 (BS - 120) Laod bearing, Width: ± 5 mm separating building components Thickness: ± 8 mm - Sound class : R'w = 53 dB - Wall thickness : 200 mm Wall finish : Suspended ceiling construction : 1.Reinforcement tape/flashing TECHNICAL SPECIFICATION - Watertight membrane System: Ecophon FocusTM Dg - White Frost - Tile adhesive (35421531) - Tiles 197x197x7.5 ARQUITECTOS C0350 Acustic insulation: Rl,w,r : 65 dB Vit blank Load class 0,15 kN/m2<p< 0,31kN/m Reference to DS/EN ISO 10545-3:1997, With high impact resistance Ceramic tiles SYSTEM ELEMENTS: 2. Paints - BLOOM (WN.02.77) 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. D : Floor construction 3. Peripheral steel profile for mounting 28x27 - fixing to - Tiles 97x97x8 GEO 8610-01 White halvmatt wall every 600mm by srew. Reference to DS/EN ISO 10545-3:1997, Ceramic 2. Main profiles-spacing between main profiles 600mm tiles steel profile 60x27mm - Tile adhesive 3. Load bearing profiles - spacing between load bearing - Sealing membrane (waterproof) profiles 250 mm - steel profile 60x27mm - Cast in-situ concrete 120 mm 5. Hangers -spacing between hangers: 900mm. Fix to the Strength class : 20MPa wall by metal pin and conect to main profile. C20/25 reference to DS/EN 206-1 6. Conector beetween load bearing and main profile. - PEX 20mm floor heating pipe (300mm spacing) - 150mm x 150mm reinforcement mesh - Spacers supporting mesh at 40 mm Foundation : AN---(2BY)01 - Insulation 60 mm (λ-0.021 W/mK) - K-blocks 10x50x80mm + 20x50x80mm - Concrete cast in-situ 100mm - Grouting 30mm - Reinforcement mesh 150x150mm,5mm inside the concrete - Foundation 200x200 mm (blinding layer 50x200 mm, slab cast concrete - 100x200mm, top layer 50x200mm) - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - 4x Ø10 mm steel bars - Capillary breaking layer 200mm Leca® granules - Ø10 mm support stirrups every 1000 mm distance Foundation footing : - Foundation 400x400 mm (blinding layer 50x400 mm, E : Floor construction cast concrete - 400x300mm, top layer 50x400) - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - 4x Ø10 mm steel bars - Laminate flooring VINTO 192/10 10mm - Ø10 mm support stirrups every 1000 mm distance - DPM layer 0.02mm - Concrete pillow 500x25mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm Ventilation : - Combi Max Top Heat recovery unit with a 85% efficiency - Combi Max Base Low (50-110mm) Type: VEX270-1 - Combi Extension 35mm Height: 1905mm - Combi sole 6mm Width: 2050mm - Combi Sound Reduscer 12mm Depth: 1525mm - Insulation 100mm (λ-0.036 W/mK) Max output: 7550 m3/h Pipe types: Circular Main duct: DN 500/355 F : Floor construction Branch duct: DN 300 - Laminate flooring VINTO 192/10 10mm Silencer: 2 units - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK)

- Arm rest : Ifö toiletarmstøtte 98058 type nr. 98058 VVS nr. 615727100

01 Groundfloor, terrain

- Hard insulation

170

01 Groundfloor, terrain

- Sinks : HV nr.1 - Ifö Caprice kommodevaske 590x370/475 type nr. 211020 VVS nr. 635131.100 HV nr.2 - Ifö Sign håndvask Compact højre 92 cmIfö Sign håndvask Compact højre 92 cm type nr. 74320 VVS nr. 780017 420 - Toilets : WC nr.1 - Ifö Sign vægmonteret toilet 6893 type nr. 689300031 VVS nr. 607001200 WC nr.2 - Ifö Spira Art skål til vægmontering 6245 type nr. 624500009 VVS nr. 613010000

Ecophon FocusTM Dg - White Frost (35421531) M202 1200 x 600 mm

HV nr.1 1000

Suspended ceiling construction : TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm - steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

C : FLOOR STRUCTURE - Laminate flooring VINTO 192/10 12mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm 02 First floor Edge reinforcement 8mm 4190 Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 AN--5(210 02)00202 1st Floor 4000 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

2268

It consists of upper and lower parts which are connected by plug and a blacket. Hanger joins the hollow-core slab with the main profile.

800

Upper part of hanger

02 First floor 4190

425

Metal pin

2300

90 320

800

C : HANGER

III

22 12

1218

2933

VIA Built Environment & Engineering Campus INDTAST BY

PROJECT:

1268

4190

First floor

- Water flusher : Ifö Classic skylleknap hvid type nr. 96845 VVS nr. 616907520 - Drain pipe : JUSTERBART BOLIGAFLØB SQUARE - Gulv: beton og fliser - Smøremembran, Ramme: 145x145mm - Udløb: Ø75mm, lodret - Rustfrit stål: AISI304/EN1.4301 - type nr. : 350.300.075 - VVS nr. : 153585113 Riste: RIST SQUARE 3MM type nr. : 610.155.421 Vandlåse: TODELT INDBYGNINGSVANDLÅS

LEGEND : - Cast in-situ concrete - Prefabricated concrete elements - Soft insulation - Hard insulation - Capillary breaking layer Leca® granules - Washed sand - Filter bed - Mortar - Tiles

“WIND MEADOWS” PRESCHOOL, DAY-CARE CENTER VI

05 Roof (3rd part) 9700

B III

02 First floor

III

4190 90

4190

22 10

02 First floor

A : Wall construction - Edge Profile Gyproc AC 120/401 - Batten Gyproc XR 95 cc 225mm (Mounted offset wider track) - 2x15 mm gyproc soundblock boards from both sides - Insulation ( λ-0.034 W/mK)

Suspended ceiling construction : TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

Technical specification - System id : 3.1.1-110 - Fire class : BS60 - Sound class : R'w = 52-55 dB - Max wall height : 5000 mm - Wall thichness : 170 mm B : Floor construction - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

5˚

B : Roof construction - Underlay roofing felt layer 4 mm (pf 3500) - 100 mm Rigid insulation ( λ-0.025 W/mK) - Wall structure : Prefabricated concrete wall element - 200 mm

5˚

53 dB 800

Technical specification - Fire demand : REI60 A2 - s1,d0 (BS - 60) Load bearing, separating building components - Fire class : REI 120 A2 - s1,d0 (BS - 120) Laod bearing, separating building components - Sound class : R'w = 53 dB - Wall thickness : 200 mm - 100 mm Rigid insulation ( λ-0.025 W/mK) - Underlay roofing felt layer 4 mm (pf 3500) -Top roofing felt layer 6 mm (pf 5000)

Direct transmission

D : Roof construction - Top roofing felt layer 6 mm (pf 5000) - Under roofing felt layer 4 mm (pf 3500) - 100 mm Rigid insualtion ( λ-0.025 W/mK) - Wall structure : Prefabricated concrete wall element - 70mm

A A

180

AN--5(210 02)

Techinical specification - Fire class : REI 30 150

E : Wall structure Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) Wall finish : 1.Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77)

- Filter bed - Mortar - Tiles

Documentation and reference to : BR15 Building regulation SBi 237 - Sound insulation between dwelling DS 490 - Sound classification of dwelling

Suspended ceiling construction TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm - steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

Bring ideas to life VIA University College

5700

Key issue's :

Documentation and reference to : • • • • •

C 01 Groundfloor, terrain 0

01 Groundfloor, terrain

• • • • •

BR10 Protection against fire B&B Direction 200 SBi 243 Sbi 490

Mosture (Capillaries) Water tighness Heat loss (U-value) Structural movement Sound demands

- Sinks : HV nr.1 - Ifö Caprice kommodevaske 590x370/475 type nr. 211020 VVS nr. 635131.100 HV nr.2 - Ifö Sign håndvask Compact højre 92 cmIfö Sign type nr. 74320 VVS nr. 780017 420

- Floors and walls must be constructed so as to resist the moisture and mechanical and chemical effects that normally occur in wet rooms. Choosen floor construction - MK-approved tile systems with a membrane perfectly fits with concrete cast in-situ slab to achieve needed demands. Choosen wall construction - MK-approved tile system with a membrane and PVC-membrane. Air tightness is achieved by use of a board cladding sealed against the walls using an elastic sealing compound. - Floors and flooring, including joints, connections, pipe penetration etc. must be watertight. To solve this DPM membrane is used in each type of flooring. As well in wet room floor construction additional layer og 70 mm concrete cast in-situ is placed. As well, elastic sealant is placed about waste water pipe on both sides.

03 Roof

- Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77)

håndvask Compact højre 92 cm

B : Wall construction - Edge Profile Gyproc AC 120/401 - Batten Gyproc XR 95 cc 225mm (Mounted offset wider track) - 2x15 mm gyproc soundblock boards on one side, 2x15 mm calcium-silicate boards on another side - Insulation ( λ-0.034 W/mK) Wall finish(bathroom) : - Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles Technical specification - System id : 3.1.1-110 - Fire class : BS60 - Sound class : R'w = 52-55 dB - Max wall height : 5000 mm - Wall thichness : 170 mm

Riste: RIST SQUARE 3MM type nr. : 610.155.421

C : Floor construction - Carpet 3mm EA589 Lasting Impressions tonal 100% Nylon - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmafloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

Vandlåse: TODELT INDBYGNINGSVANDLÅS type nr. : 503.001.110

Detail - floor with floor heating 1:5 Drainage :

5700

03 Roof

Vandlåse: TODELT INDBYGNINGSVANDLÅS Type nr. : 503.001.110

5700

Rist Square 3 mm Type nr. : 610.155.421

D 0

3˚ 120

01 Groundfloor, terrain 0

E : Floor construction - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

100

Elastic joint Reinforcement tape/flashing Watertight membrane

0˚

D : Floor construction : - Tiles 97x97x8 GEO 8610-01 White halvmatt Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Tile adhesive - Sealing membrane (waterproof) - Reinforcement tape/flashing lengh -150 mm - Cast in-situ concrete 120 mm Strength class : 20MPa C20/25 reference to DS/EN 206-1 - PEX 20mm floor heating pipe (300mm spacing) - 150mm x 150mm reinforcement mesh - Spacers supporting mesh at 40 mm - Insulation 60 mm (λ-0.021 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

01 Groundfloor, terrain

22 12

03 Roof

- Waste water pipe BLÜCHER boligafløb til Beton/fliser, med en Kvadratisk 145x145mm ramme og slebet, fastskruet rist. Ø75mm Lodret udløb. Type nr. : 350.300.075

100

AN--5(215)001

150

F : Floor construction - Laminate flooring VINTO 192/10 10mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Concrete cast in-situ 100mm - Reinforcement mesh 150x150mm,5mm inside the concrete slab - 2 layers of 150 mm Polystyrene insulation (λ-0.038 W/mK) - Capillary breaking layer 200mm Leca® granules

200

150

AN--5(210 02)001

- 200 mm Wall finish : 1.(bathroom)

- Drain pipe : JUSTERBART BOLIGAFLØB SQUARE - Gulv: beton og fliser - Smøremembran, Ramme: 145x145mm - Udløb: Ø75mm, lodret - Rustfrit stål: AISI304/EN1.4301 - type nr. : 350.300.075 - VVS nr. : 153585113

Fire safety is in reference to BR10 Chapter 5 on fire safety 5.1 General 5.1(1) Buildings must be constructed, laid out and fitted out so as to achieve satisfactory protection against fire and the spread of fire to other buildings on the same and neighbouring plots. There must be appropriate provision for the rescuising people and for fighting fires. Appropriate provision must be made in livestock housing for protecting livestock in the event of fire.

200

SCALE: As indicated CLASS:

A : Wall structure

- Water flusher : Ifö Classic skylleknap hvid type nr. 96845 VVS nr. 616907520

150

DATE: 12/06/16

Sound - ceiling and flooring detail

- Arm rest : Ifö toiletarmstøtte 98058 type nr. 98058 VVS nr. 615727100

- For structural horizontal movements of the concrete ground slab, 70 mm of insulation have been placed on the edge. This prevents from cracking and component damage.

5700

"WIND MEADOWS" Preschool, Day-care centre

SUBJECT:

- Toilets : WC nr.1 - Ifö Sign vægmonteret toilet 6893 type nr. 689300031 VVS nr. 607001200 WC nr.2 - Ifö Spira Art skål til vægmontering 6245 type nr. 624500009 VVS nr. 613010000

Solving specifation :

VIA Built Environment & Engineerin Campus INDTAST B

PROJECT:

DRAWN BY: Grazvile Savickaite Prefabricated concrete wall element

Wet room equipment :

03 Roof

- Washed sand

22 10

350

- Capillary breaking layer Leca® granules

100

200

- Hard insulation

100

200

350

- Prefabricated concrete elements - Soft insulation

200

- Cast in-situ concrete

Acustic sealant

F : Wall structure Prefabricated concrete wall element - 200 mm Technical specification - Fire demand : REI60 A2 - s1,d0 (BS - 60) Load bearing, separating building components - Fire class : REI 120 A2 - s1,d0 (BS - 120) Laod bearing, separating building components - Sound class : R'w = 53 dB - Wall thickness : 200 mm Wall finish : 1.Reinforcement tape/flashing - Watertight membrane - Tile adhesive - Tiles 197x197x7.5 ARQUITECTOS C0350 Vit blank Reference to DS/EN ISO 10545-3:1997, Ceramic tiles 2. Paints - BLOOM (WN.02.77)

150

LEGEND :

9700

A : Roof construction - 2 layers of roofing felt top felt 6 mm (pf 5000) underlay felt 4mm (pf 3500) - Insulation 25 mm ( λ-0.038 W/mK) - Insulation 145 mm ( λ-0.025 W/mK) - Insulation 280 mm ( λ-0.025 W/mK) - Insulation 25 mm ( λ-0.039 W/mK) - Vapour barrier - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

180

05 Roof (3rd part)

DS490: Sound classification of dwellings - user category C (Sound class corresponding to the intensions in the building legislation's minimum demand. Up o between 15%-20%of the residents can be expected to be disturbed by sound or noise)

320

02 First floor 4190

III

02 First floor

00 Foundation

-1220

4190

Detail - Wet room (groundfloor) 1:5

00 Foundation

-1220

AN--05(210 03)0

LEGEND : E

- Cast in-situ concrete - Prefabricated concrete elements

Detail - Floor with floor heating

- Soft insulation

200

02 First floor 4190

III

Detail - Wet room (groundfloor)

- Hard insulation

02 First floor 4190

- Capillary breaking layer Leca® granules - Washed sand

01 Groundfloor, terrain 0

200

350

01 Groundfloor, terrain 0

- Filter bed

- Mortar

LEGEND :

- Tiles

- Cast in-situ concrete - Prefabricated concrete elements - Soft insulation

- Hard insulation

- Capillary breaking layer Leca® granul - Washed sand - Filter bed - Mortar - Tiles

Bring ideas to life

VIA Built Environment & Engineering

â&#x20AC;&#x153;WIND MEADOWSâ&#x20AC;? PRESCHOOL, DAY-CARE CENTER VEX 270-1 Heat recovery unit

Vertical load

Horizontal facade on facade In this case facade walls will have slab function, gable walls and some partition walls - shear function.

The reinforcement concrete foundation will be cast at the site. Main load-bearing walls are Sandwich elements (concrete-insulation-concrete). Internal load-bearing walls are prefabricated concrete elements, non load-bearing walls will be steel stud walls with gypsum coverings. The floors are hollow-core slabs and roof covered with roofing felt. Ceilings will be bare, except for suspended ceilings. The elevator shaft, the stairs and balcony are prefabricated concrete elements.

Silencers

VEX 270-1 Heat recovery unit

Heat recovery unit with a 85% efficiency Type: VEX270-1 Height: 1905mm Width: 2050mm Depth: 1525mm Max output: 7550 m3/h Pipe types: Circular Main duct: DN 500/355 Branch duct: DN 300 Silencer: 2 units

AN--1(325)001

Facade Slab Function

Gable Shear Function

Roof Shear Function

Floor Shear Function

Foundation Horizontal laod on gable

BR10 6.1 General 6.1(1) Buildings must be constructed such that, under their intended operational conditions, a healthy, safe and comfortable indoor climate can be maintained in rooms occupied by any number of people for an extended period. Air quality is first and foremost determined by the ventilation achieved and by indoor pollution, including moisture production caused by the behaviour of the users. Building materials with the lowest possible emissions of pollutants should always be used. 6.2 Thermal indoor climate 6.2(1) Buildings must be constructed such that, under their intended operational conditions and at levels appropriate for the human activities to be carried out in them, comfortable, healthy temperatures can be maintained in the rooms occupied by any number of people for an extended period. (6.2(1)) Thermal indoor climate is determined by the temperature of the air and surfaces, the air velocity and turbulence intensity and, to a lesser extent, by the humidity of the air; and the level of thermal comfort can be determined in the context of the human activity and clothing. 6.3 Air quality 6.3.1.1 General 6.3.1.1(1) Buildings must be ventilated. Ventilation systems must be designed, built, operated and maintained such that they achieve no less than the intended performance while they are in use. Dwellings are normally deemed to be in use round the clock. 6.3.1.1(2) Fresh air must be provided through openings directly to the external air or by ventilation installations with forced air supply. The openings should be able to filter incoming air as appropriate and should be located such that incoming air is as unpolluted as possible. Ventilation openings directly to the external air should be made and should operate such that users are encouraged to use the openings as intended and to employ the options for adjusting the quantity and distribution of the intake fresh air correctly. 6.3.1.1(3) The supply and removal of air must ensure that draughts do not arise during the heating season in rooms which are occupied by any number of people for extended periods.

Occupiable rooms in childcare institutions must be ventilated by ventilation disarticulations comprising both forced air supply and exhaust and heat recovery. The ventilation must ensure a good, healthy indoor climate. This applies, for example, to childcare institutions such as day nurseries, pre-schools, school day care centers and other after-school facilities, day centers and other institutions with similar purposes. Fresh air supply and extraction must be no less than 3 l/s/child and no less than 5 l/s/adult plus 0.35 l/s/m2 floor area. At the same time, it must be ensured that the CO2 content of the indoor air does not exceed 0.1 % for extended periods. If a ventilation system with demand-controlled ventilation is used, the specified air volumes may be deviated from when there is reduced demand. Ventilation during the hours of use may, however, not be less than 0.35 l/s per m2 floor area. (BR10 - Chapter 6.3.1.3) Teaching rooms in schools etc. must be ventilated by ventilation installations comprising both forced air supply and exhaust and heat recovery. Fresh air supply to and extraction from normal teaching rooms must be no less than 5 l/person plus 0.35 l/s/m2 floor area. At the same time, the CO2 content in the indoor air must not exceed 0.1 % for extended periods. If a ventilation system with demand-controlled ventilation is used, the specified air volumes may be deviated from when there is reduced demand. The ventilation during the hours of use may, however, not be less than 0.35 l/s per m2 floor area. (BR10 - Chapter 6.3.1.3(2)) Transfer if air from one room to another must not be from a more to a less air-polluted room. In dwellings, the rooms with higher air pollution will, for example, be kitchens, bathrooms, rooms containing sanitary conveniences and utility rooms. In industrial buildings, air should not be reticulated form areas in which process - derived pollution is present in the air. (BR10 - Chapter 6.3.1.1(4))

The wall facing the wind transfers the load to the lower ceiling, upper ceiling and also to partitions in the same storey. In this case facade walls and some partition walls will have shear function (SHF) - the ability to transfer loads parallel to or exactly in a longitudinal plane, but gable walls - slab function(SF) - the ability to transfer loads perpendicular on a plane surface. Shear function characteristics : a)The load is applied in the plane of symmetry of the structural member. b)Action and reaction lines are parallel but not positioned in the same axis. c) The load will cause shear stress. d) The load will not cause any deflection perpendicular to the wall -plane. Slab function characteristics : a) The load is applied perpenducural to the plane of the tructural member. b) The load causes bending stress and shear stress in the structural member. c) The load will cause deflection.

Bring ideas to life VIA University College PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

SUBJECT:

Ventilation

DRAWN BY: Grazvile Saivckaite

Bring ideas to life VIA University College PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

SUBJECT:

Static Analysis - Horizontal load on facade

DRAWN BY: Grazvile Savickaite

VIA Built Environment & Engineering Campus INDTAST BY DATE: 01/05/17 SCALE:

AN--1(325)001

CLASS: AH71P-A16

42000

14600

Toilets

5500 kg 14 60 0

18 000 kg

- North arrow

Staircase Sanitary Facilities 15 people / 2 floors

- Other buildings - Roads

Aid Kit Workshop

- Entrance

- Employee parking space 2500x4000 mm

- Sanitary facilities - shower and changing rooms for the workers - Toilets - 1 toilet assigned for 15 workers - Staircase - accesing the first floor of the sanitary facilities

AN--(2BY)004

- Aid Kit - First aid kit in case of emergencies on the building site - Power Outlet - provides electricity for the building site - Storage area - elements storage space - Waste area - elements waste space - First crane position - Second crane position - Storage container for equipment - Storage container for separated garbage

Gable Slab Function

- Storage containers for materials - Area for scaffolding - Fence - Water and sewer - Mobile crane SPIERINGS SK2400-AT7 42 meters outlay Maximum load is 18 tonnes Maximum lift height is 56 meters Front axle : 12 ton Total weight : 84 ton

Gable Shear Function

Roof Shear Function

Floor Shear Function

- Light - Gates

Foundation Bring ideas to life

“WIND MEADOWS” PRESCHOOL, DAY-CARE CENTER - SPECIALIZATION (BALCONY) 1769

10010 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10 150 10

160 10150101501015010150101501015010150101501015010

1700

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419093 Length: 6 m Width: 45 mm Thickness: 12 mm

2013020 40

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419069 Length: 6 m Width: 30 mm Thickness: 12 mm

Cold Formed Round Construction pipe EN10219 1+2 S235JRH Nr. 3413754 Length: 6 m Diameter: 48.3 mm Thickness: 2.5 mm 4292

763

2752

968

828

4012

828

1304

Slope 1:10

438

828

1240

Slope 1.5 ‰

4012 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12

12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12 128 12

48.3

3128

GripClip TM

Self-drilling screw

172

446

Cembrit Cover board colour - 26 Thickness - 8mm Fire class - A2, s1-d0

A103

Steel column HE200B

1186

1418.3

Slope 1.5 ‰

6383

WELDA WELDING PLATE Welda Ar Plate material - 1.4401 Standard - EN 100888-2 Anchor material - SD3(stainless steel) Standard - EN ISO 13918

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419093 Length: 6 m Width: 45 mm Thickness: 12 mm

A101 C

01 Groundfloor, terrain

Slope 1.5 ‰

01 Groundfloor, terrain 0

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419069 Length: 6 m Width: 30 mm Thickness: 12 mm

300

10 e 1: Slop

4006

40 205020

700

140

840

140

700

120

700

140

700

140

700

140

700

140

700

02 First floor

III

4190

02 First floor 4190

7064

Railing - front 1 : 10

440

M6 chemical anchor

495

3470

10 mm thickness steel mounting plate M6 chemical anchor

10 45

260

300

128

JPL FASTENING PLATES Plate material - S355J2 Standard - EN 10025-2 Anchor material - B500B Standard - EN 10080

Steel column HE200B

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419093 Length: 6 m Width: 45 mm Thickness: 12 mm

20 5024 00

3300 6383

2013020

3470

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VIA Built Environment & Engineering Campus INDTAST BY

PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

DATE: 01/08/17

SUBJECT:

Production drawing

SCALE: 1 : 20

DRAWN BY: Grazvile Savickaite

CLASS: AH71P-A16

Railings - section A 1:5

B III

III

4190

02 First floor 4190

JPL FASTENING PLATES Plate material - S355J2 Standard - EN 10025-2 Anchor material - B500B Standard - EN 10080

B Steel column HE200B

Railings - front - View A 1:5

Ralings - section B 1:5

B - Floor construction - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax - EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

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VIA Built Environment & Engineering Campus INDTAST BY

PROJECT: "WIND MEADOWS" Preschool, Day-care centre SUBJECT:

A - External Sandwich wall A101 Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) Wall finish : 2. Paints - BLOOM (WN.02.77)

Component - Railings

DATE: 01/08/17 SCALE: As indicated CLASS: AH71P-A16

DRAWN BY: Grazvile Savickaite

Bring ideas to life VIA University College

A105 400

A103

PROJECT: "WIND MEADOWS" Preschool, Day-care centre SUBJECT:

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419093 Length: 6 m Width: 45 mm Thickness: 12 mm

Component - Column

DRAWN BY: Grazvile Savickaite

VIA Built Environment & Enginee Campus INDTAST DATE: 01/10/17 SCALE: As indicated CLASS: AH71P-A16

A102

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419069 Length: 6 m Width: 30 mm Thickness: 12 mm

Steel plate

155

128 6303

128

M6 chemical anchor

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419093 Length: 6 m Width: 45 mm Thickness: 12 mm

300

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419069 Length: 6 m Width: 30 mm Thickness: 12 mm

172

Flat Steel S235JR / S275JR EN 10025: 2-2004 Nr. 419069 Length: 6 m Width: 30 mm Thickness: 12 mm

880

Cold Formed Round Construction pipe EN10219 1+2 S235JRH Nr. 3413754 Length: 6 m Diameter: 48.3 mm Thickness: 2.5 mm 48.3

160 1015010150101501015010151101501015010150101501015010150101501015010150101501015010150101501015010

40 20 150 20

609

914

10 mm thickness steel mounting plate

80101501015010150101501015010150101501015010150101501015010150101501015010150101501015010150101501015010

02 First floor

M6 chemical anchor

02 First floor

III

4190

02 First floor 4190

JPL FASTENING PLATES Plate material - S355J2 Standard - EN 10025-2 Anchor material - B500B Standard - EN 10080

A104

Suspended ceiling construction TECHNICAL SPECIFICATION System: Ecophon FocusTM Dg - White Frost (35421531) Acustic insulation: Rl,w,r : 65 dB Load class 0,15 kN/m2<p< 0,31kN/m With high impact resistance SYSTEM ELEMENTS: 1. 20mm board - Firebroad. Material class - A2-s1,d0 (according to EN 13501-1). Gypsum board are fixed to the loadbearing profile using screw put every 900mm. 3. Peripheral steel profile for mounting 28x27 - fixing to wall every 600mm by srew. 2. Main profiles-spacing between main profiles 600mm - steel profile 60x27mm 3. Load bearing profiles - spacing between load bearing profiles 250 mm - steel profile 60x27mm 5. Hangers -spacing between hangers: 900mm. Fix to the wall by metal pin and conect to main profile. 6. Conector beetween load bearing and main profile.

BALCONY DRAIN SQUARE 100X100 - Frame : 97x97mm - Pipe : 40 mm, vertical - Number of screws : 2 Type nr. : 183.101.040

Steel column HE200B

A10

A - External Sandwich wall Sandwich element - 70 mm concrete (outer leaf) - 350 mm insulation ( λ-0.034 W/mK) - 200 mm concrete (inner leaf) Wall finish : 2. Paints - BLOOM (WN.02.77)

8 Doors : - 3-lags Clima Træ/Alu Plus - u-value - 0.74 (W/m2K) - Glazing part - 0.75 % - Class - A - Aluminum frame

GripClip TM

Cembrit Cover board colour - 26 Thickness - 8mm Fire class - A2, s1-d0

Door plate Aluminum EN AW-5754, AIMg3 H114 - Quality standard - 57S

Bring ideas to life VIA University College B

VIA Built Environment & Engineering Campus INDTAST BY

PROJECT:

"WIND MEADOWS" Preschool, Day-care centre

DATE: 01/10/17

SUBJECT:

Detail - drain

SCALE: As indicated CLASS: AH71P-A16

DRAWN BY: Grazvile Savickaite

III

02 First floor 4190

A105

B - Floor construction - Tiles 300x600x9mm FREEDOM 0327511 Grigio Reference to DS/EN ISO 10545-3:1997, Ceramic tiles - Weberset rapid plus & weber AD250 5mm - DPM layer 0.02mm - Moisture Resistant T&G Chipboard flooring 22mm - Metal diffusion plates with warmfloor UFH pipes - Structural wooden joinsts 47x50mm; c/c 450mm - Combi Max Top - Combi Max Base Low (50-110mm) - Combi Extension 35mm - Combi sole 6mm - Combi Sound Reduscer 12mm - Insulation 100mm (λ-0.036 W/mK) - Hollow core deck element Spæncom - Xtrumax EX220 thikness- 220 mm Edge reinforcement 8mm Reinforcement: 8 x Ø 9,3 mm steel rods Fire resistance: REI 60 Resonance: 9 Hz TOLERANCE: Length: ± 12 mm (span < 7,2 m) ± 20 mm (span > 7,2 m) Width: ± 5 mm Thickness: ± 8 mm

GripClip TM

Cembrit Cover board colour - 26 Thickness - 8mm Fire class - A2, s1-d0

Bring ideas to life

VIA Built Environment & Engineering

MY PASSION - PAINTING