Alexei Valeria Portfolio

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P O R T F O L I O ALEXEI VALERIA

CONTACT

valery.alexei@gmail.com

DK:+4550289826

MD: +37360465851

https://www.linkedin.com/in/valeria-alexei-59b301214/

ALEXEI VALERIA

Architectural Technology & Construction Management

SUNSET ON STRANDPROMENADEN HORSENS, DENMARK

CONTENT

SKL- KOST

AMSTERDAM, NETHERLANDS

MATE

AMSTERDAM, NETHERLANDS

INTERIOR DESIGN

SUNSET ON STRANDPROMENADEN HORSENS, DENMARK

SUNSET on Strandpromenaden, located in Horsens, Denmark is a multi-storey residential building consiting of 21 apartments, office space and roof terrace. The main material was red bricks, which combine perfectly with passive building design to harness natural sources of energy. Wood as a part of eco-friendly and sustainable design was perfect for intenal and external use. Excellent properties have made concrete a reliable and long-lasting choice, providing durability and aesthetics. Boasting a silvery aestheic and, highly durable surface, has made zinc a perfect option for roof construction. The outside area is dotted with energy effiecint lamps which also allows charging phones and public wifi. The building are separated by a pathway that leads to the parking area and bicycle storage. Overall, creating a low-cost building which blends perfectly with its surroundings was the purpose of the project.

MATERIALIZATION
COLOUR 115 m² 90 m² 35.5 m²

FIRE PLAN

C C D DB B K01_H03_EXX_N01H H F F A A E E 1 K01_H05_E03_N01 9660 1194 4979 2395 1197 9672 1 1 2 2 3 3 4 4 4310 1676 2814 5 5 2334 11134 2602 1238 2602 1328 2502 3058 3692 1548 2502 1328 2602 1238 2602 598 598 502 1308 1502 678 502 768 1302 502 1308 1502 1018 938 1002 608 4999 598 938 1018 X1 X1 X2 X2 9610 160 161 9610 1678 2882 1002 598 2885 47.9 m² Kitchen/ Living room 14.3 m² Bedroom 14.3 m² Bedroom 7.2 m² Bathroom 6.3 m² Bathroom 7.2 m² Bathroom 38.6 m² Kitchen/ Living room 14.0 m² Bedroom Not Enclosed Kitchen/ Living room 14.3 m² Bedroom 14.3 m² Bedroom 29.8 m² Stairs 2810 2810 G G 160 145 145 160 160 145 180 180 864 915 915 864 I J K O M LN C D J K O M B L H F A E X2 8702 8702 5702 5702 2702 2702 8400 8402 5340 5342 626 2360 2362 11395 11402 8702 8702 5702 2702 11372 11372 13480 4225 1225 7225 11702 14660 11660 G N WEST 1:100 GLASS FACADE BALCONY RAILINGS GLASS FACADE ELEVATOR SHAFT GLASS FACADE 6200 3200 200 7200 4200 1200 6200 3200 200 14900 14900 C D J K O M B L F A E X2 8252 5252 2252 8252 5252 2252 2373 2370 9170 9170 G N 11660 14660 D 10M D 10M EAST 1:100 GLASS FACADE ZINC CLADDING GLASS FACADE GLASS FACADE GLASS FACADE ZINC CLADDING BRICK FACADE WOODEN BATTENS 7750 4750 1750 6750 3750 750 170 8382 9170 14900 14900 1 2 3 4 5 X1 WOODEN BATTENS ROOF ZINC CLADDING ZINC CLADDING 1 2 3 4 6 5 X1 WOODEN BATTENS ROOF ZINC CLADDING BRICK FACADE ELEVATIONS K01_H03_EXX_N01 NOTES ALL WINDOWS AND DOORS ARE OPENING OUTWARDS AS INDICATED ALL DIMENSIONS IS STATED IN MM 3D VIEW C C D DB K01_H03_EXX_N01 3H H F F A E E K01_H05_E03_N01 9660 1194 4979 2395 1197 1 2 3 4 4310 1676 2814 5 2334 3058 3692 1548 2502 1328 2602 1238 2602 598 502 1308 1502 678 502 768 1302 502 1308 1502 1018 938 1002 608 4999 598 938 1018 X2 9610 161 9610 1678 2882 1002 598 2885 47.9 m² Kitchen/ Living room 14.3 m² Bedroom 14.3 m² Bedroom 7.2 m² Bathroom 6.3 m² Bathroom 7.2 m² Bathroom 38.6 m² Kitchen/ Living room 14.0 m² Bedroom Not Enclosed Kitchen/ Living room 14.3 m² Bedroom 14.3 m² Bedroom 29.8 m² Stairs 2810 2810 G G 160 145 145 160 160 145 180 180 864 915 915 864 K01_H03_EXX_N01 4 I J K O M M L1 2 2 3 3 4 4 6 6 X1 N 1125 5020 2170 1360 2030 4310 1676 2814 10830 4218 3540 1448 2502 678 598 3003 798 502 1308 1502 438 1002 35.6 m² Kitchen/ Living room 14.0 m² Bedroom 45.1 m² Kitchen/ Living room 13.5 m² Bedroom 13.5 m² Bedroom 6.4 m² Bathroom 6.3 m² Bathroom 34.6 m² Stairs 9620 160 180 180 145 864 864 915 05/07/22 NOTES ALL INTERNAL DOORS OPPENING INWARDS AS INDICATED ALL DIMENSIONS IS STATED IN MM C D B H F E 1 2 3 4 5 X1 G 6500 8384 3012 2740 3468 4775 4160 4325 3874 1948 2198 4792 5045 4310 2335 10280 4787 4965 11690 2909 8690 864 915 915 4306 6754 864 864 1018 4310 I J K O M L 1 2 3 4 6 X1 N 6188 2977 2840 3384 4316 6496 2190 3517 1950 4329 2029 5036 10271 5583 3566 11394 1246 4190 864 915 915 864 864 4306 1:100 TYPE 1 TYPE 2 360 160 500 180mm PRE-CAST CONCRETE WALL 160mm RIGID INSULATION 350mm x 500mm CAST-IN-SITU CONCRETE FOUNDATION 180mm PRE-CAST CONCRETE WALL 40mm MORTAR FILL 250mm x180mm CAST-IN SITU CONCRETE 500mm x 270mm CAST-IN-SITU CONCRETE FOUNDATION 1:50 1:50 180 1:50 TYPE 3 108mm BRICKWORK 190mm LECA BLOCK 220mm RIGID INSULAITON 180mm PRE-CAST CONCRETE EXTERNAL WALL 40mm MORTAR FILL 500mm x 270mm CAST-IN-SITU CONCRETE FOUNDATION 500 270 180 250 40 220 150 700 500 190 108 As indicated 05/09/22 FOUNDATION PLAN K01_H02_E02_N01 NOTES FOUNDATIONS ARE CAST IS FROST DEPTH FOUNDATIONS ARE REINFORCED ACCRODING TO ING FOUNDATION TYPE 1 IS DESIGNED FOR BASEMENT WALL FOUNDATION TYPE 2 IS DESIGNED FOR INTERANL WALLS FOUNDATION TYPE 3 IS DESIGNED FOR EXTERNAL WALLS ALL DIMENSIONS IS STATED IN MM C D J K O M B L H F A E X2 8702 8702 5702 5702 2702 2702 8400 8402 5340 5342 626 2360 2362 11395 11402 8702 8702 5702 2702 11372 11372 13480 4225 1225 7225 11702 14660 11660 G N WEST 1:100 GLASS FACADE BALCONY RAILINGS GLASS FACADE ELEVATOR SHAFT GLASS FACADE 6200 3200 200 7200 4200 1200 6200 3200 200 14900 14900 C D I J K O M B L F A E X2 8252 5252 2252 2373 2370 9170 9170 N 11660 14660 D 10M D 10M EAST 1:100 GLASS FACADE ZINC CLADDING GLASS FACADE GLASS FACADE GLASS FACADE ZINC CLADDING BRICK FACADE WOODEN BATTENS 7750 4750 1750 6750 3750 750 170 8382 9170 14900 14900 1 2 3 4 5 X1 9170 NORTH 1:100 WOODEN BATTENS ROOF ZINC CLADDING ZINC CLADDING 14900 1 2 3 4 6 5 X1 SOUTH 1:100 WOODEN BATTENS ROOF ZINC CLADDING BRICK FACADE 3D VIEW C D I J K O M B L H F A E X2 8702 8702 5702 5702 2702 2702 8400 8402 5340 5342 626 2360 2362 11395 11402 8702 8702 5702 2702 11372 11372 13480 4225 1225 7225 11702 14660 11660 G N WEST 1:100 GLASS FACADE BALCONY RAILINGS GLASS FACADE ELEVATOR SHAFT GLASS FACADE 6200 3200 200 7200 4200 1200 6200 3200 200 14900 14900 C D J K O M B L F A E X2 8252 5252 2252 8252 5252 2252 2373 2370 9170 9170 G N 11660 14660 D 10M D 10M EAST 1:100 GLASS FACADE ZINC CLADDING GLASS FACADE GLASS FACADE GLASS FACADE ZINC CLADDING BRICK FACADE WOODEN BATTENS 7750 4750 1750 6750 3750 750 170 8382 9170 14900 14900 1 2 3 4 5 X1 9170 NORTH 1:100 WOODEN BATTENS ROOF ZINC CLADDING ZINC CLADDING 14900 1 2 3 4 6 5 X1 SOUTH 1:100 WOODEN BATTENS ROOF ZINC CLADDING BRICK FACADE NOTES ALL WINDOWS AND DOORS ARE OPENING OUTWARDS AS INDICATED ALL DIMENSIONS IS STATED IN MM 3D VIEW 1:200 R R R 1451 5000 FIRE DOOR EI30 FIRE SECTION EMERGENCY EXIT ESCAPE LEADING ARROW ESCAPE ROUTES R RESCUE OPENING EMERGENCY LADDER AREA R 60 A2_s1,d0 REI60 A2_s1,d0 EI60 A2_s1,d0 S SMOKE ALARM FIRE COMPARTMENT R30 A2_s1,d0 As indicated 05/09/22 FIRE PLAN 2 S S S S

K01_H03_EXX_N01 J K O M L 2 6 X1 N 12000 Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm Ø160 PVC SPECIFICATIONS CL-COVER LEVEL BL-BOTTOM LEVEL NOTES SLOPE (WITHOUT CALCULATIONS) MIN. SLOPE 10 ‰ RAIN WATER PIPES AFTER FIRST SAND CATCH PIPE SIZE MIN. 100MM, BUT FOR PLASTIC PIPE Ø110 GULLY SIZE 200MM IF THERE IS A SINGLE RUN 315MM IF THERE ARE SEVERAL RUNS FREE FROST DEPTH 750MM RECOMMENDED DISTANCE BETWEEN BUILDING AND PIPES OUTSIDE THE BUILDING IS MIN. 1,5 61700 mm PUBLIC SEWER SYSTEM DOWNPIPE GULLY RAIN WATER PIPE WITH WATER TRAP AND SAND CATCH SLOPE 1:40 D H 1 2 4 5 X1 X2 12200 10470 12200 G 10‰ 110 PVC 10‰ 110 PVC Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm Ø200mm CL=170mm BL=750mm CL=170mm BL=750mm 1 : 50 05/05/22 ROOF PLAN K01_H02_E06_N03

SPECIFICATIONS

ROOF-CONSTRUCTION DETAILS

LIGHT-WEIGHT ROOF

U-VALUE: 0.10 W/(m²·K)

INTERNAL CONCRETE WALL SOUND: 58dB

1. PRE-CAST CONCRETE WALL 180MM

2. CAST-IN-SITU CONCRETE

3. KNAUF DANOLOFT ACOUSTIC PANELS FOR CEILINGS 600 X 600 X 12.5 MM / FIRE CLASS: A2-S1, D0 CLASS 1

4. WOODEN BATTEN FIRRING 38 X 73MM (300 c/c)

FIXED TO TIMBER CHORDS WITH SCREWS

5. DAMP PROOF MEMBRANE 0,20MM

6. POSI-RAFTER - TIMBER CHORDS 45MM - HEIGHT 417MM - WIDTH 70MM - LATTICE SPACE 327MM (1000MM C/C)

7. ROCKWOOL CLASS 035 BETWEEN THE TRUSS 360MM

8. UNDERROOF 0.5MM

9. DISTANCE STRIPS 50 X 70MM PLACED ON TOP OF TRUSSES

10. PLYWOOD SHEATING 20MM

11. PTM BITUFLEX (PF 5000 SBS) - 4,3 MM 2 & PTM DURAFLEX

KOMBI SPLIT (PF 3500 SBS) - 2,9M

12. DISTANCE STRIPS 22 X 50 MM (300 c/c)

13. WOODEN HARD BOARDS 24 X 95 X 125MM (5MM SPACING)

14. ZINC CLADDING 0.8MM

15. TRIANGLE FILLET INSULATOIN

16. PLASTIC TILE AND TERRACE FOOT

17. TILES 10MM

18. RIGID INSULATION 3 X 60MM

ROOF TERRACE U-VALUE: 0.11W/(m²·K)

NOTES:

THE PLYWOOD SHEATING HAS A LENGHT OF MIN. 1000MM WITH BITUMENT FELT GLUED ON TOP FOLLOWING THE SAME LENGHT

INTERNAL BATHROOM WALL SOUND: 58dB

19. HOLLOW CORE DECK ELEMENT 220MM

20. TILES 10MM

21. WET ROOM MEMBRANE WITH REINFORCED TAPE WITH FLEXIBLE CEMENT BASED TILE ADHESIVE BED THICKNES: 5MM

22. 2 X 12,5 SOLID WED BOARD

FIRE CLASS: B-s1,d0 (B1)/ U-VALUE: 0,25 W/(m·K)

23. MR95 STEEL PROFILE WITH 95MM MINERAL WOOL (450MMc/c)

24. 2 X 12,5 SOLID BOARD

FIRE CLASS: A2-s1,d0 (C1)/ U-VALUE: 0,25 W/m K

6 7 8 10 11 12

SPECIFICATIONS

1. ALUMINIUM CAPSULE, FALL1:10

2. FIBER CEMENT BOARD

3. STEEL FITTINGS ATTACHED TO THE DECK

4. STEEL PROFILES WITH INSULATION

5. VAPOUR MEMBRANE

6. TRIANGULAR FILLET INSULATION

7. PTM BITUFLEX (PF 5000 SBS) - 4,3 MM 2 & PTM DURAFLEX KOMBI SPLIT (PF 3500 SBS) - 2,9M

8. ALUMINIUM NON-PENETRATIVE BALUSTRADING

9. BIPV

10. RIGID INSULATION 3 X 60MM

11. HOLLOW CORE DECK 120MM

12. CAST-IS-SITU

13.

14.

FIXED TO THE METAL BATTENS 0,8MM

24MM

ROOF DRAIN NON-PENETRATIVE BALUSTRADING EXTERNAL WALL BRICK U-VALUE: 0.158 W/(m²·K)

22

15.

16. VENTILATION GAP 40MM

17. METAL BRACKETS TO SUPPORT THE METAL BATTENS

18. VENTI BATT INSULATION 220 MM

19. STANDARD BRICK 54 X 108 X 128MM WITH 12MM MORTAR

20. WIRE BINDER (EVERY THREE COURSES OF BRICK)

21. PRE-CAST INNER CONCRETE LEAF 180MM

1 2 3 4 5

0.15 5 5 120

230 14330

9 Level 5 12000

NOTE

FOR SPECIFICATIONS OF BEAMS AND COLUMS, PLEASE SEE ENGINEER DETAILS THE STEEL COLUMN IS FILLED WITH CONCRETE FOR FIRE PURPOSE

SPECIFICATIONS

WALL ZINC ROOF 14900 150 600

1. ZINC CLADDING 0.8MM

4. UNDERROOF 0.5MM

5. POSI-RAFTER - TIMBER CHORDS 45MM - HEIGHT 417MM - WIDTH 70MM - LATTICE SPACE 327MM (1000MM C/C)

6. ZINC PROFILE WITH VENTIALTION OPENINGS

7. SMOKING ZINC ELEMENT

8. STEEL COLUMN 120 X 120MM TO SUPPORT THE WOODEN BEAM

9. TIMBER RIDGE BEAM 150 X 600MM TO SUPPORT THE ROOF TRUSSES

19

A 12260 600

20 21 3 435

10. KNAUF DANOLOFT ACOUSTIC PANELS FOR CEILINGS 600 X 600 X 12.5 MM FIRE CLASS: A2-S1, D0 CLASS 1

11. WOODEN BATTEN FIRRING 38 X 73MM (600 c/c)

FIXED TO TIMBER CHORDS WITH SCREWS

18

17

13 14 15 16

12. DAMP PROOF MEMBRANE 0,20MM

13. TIMBER BATTEN 45MM WITH METAL BRACKET

14. PRE-CAST INNER CONCRETE LEAF 180MM

15. VENTI BATT INSULATION 220 MM

16. METAL BRACKETS TO SUPPORT THE METAL BATTENS

17. VENTILATION GAP 40MM

18. METAL BATTENS 24MM

19. ZINC CLADDING FIXED TO THE METAL BATTENS 0,8MM

20. ALUMINIUM FASCIA 0,5MM

21. GUTTER d= 67MM

04/25/22 ROOF RIDGE, EAVE K01_H05_E06_N02

X2 1 : 10

EXTERNAL

ZINC U-VALUE:

Level 5 12000 B 180 20 600 45 327 45 220 160 45 24 1 2 3 4 5 6 7 8 9 10 11 12 15 16 17 20 21 22 23 24 50 32 13 14 18 19 360 105 75 1 : 10 04/24/22 ROOF-TERRACE CONNEX K01_H05_E05_N01
Level 5 12000 75 45 2540 220 150 67 100 1 2 3 4 5 6 7 8 9 10 11 12 13 190 180 5 368 Level 4 9000 A 108 11 14 15 16 17 18 19 20 21 22 12 220 165 30 54 12 10 1 : 10 04/28/22 ROOF PARAPET K01_H05_E05_N02
CONCRETE FILL ROOF DRAIN FOR TRIANGULAR MOLDING ZINC CLADDING METAL BATTENS
GUTTER AREA= 9,6mx9.6m= 92,16m² 1cm² gutter=> 1m² roof 1cm² dowpipe=>2m² roof 35cm² cross area =>d=67mm EXTERNAL
U-VALUE:
22. PLASTIC/METAL SHIM FOR LEVELING WITH MORTAR W/(m²·K) VAPOUR BARRIER
2. WOODEN HARD BOARDS 24 X 95 X 125MM (5MM SPACING)
3. DISTANCE STRIPS 50 X 70MM PLACED ON TOP OF TRUSSES
WALL
0.15 W/(m²·K)

11. TENSION ROD FIXED TO THE TOP BRACKET AND BOTTOM OF STEEL FRAME

BIPV SYSTEM - Building-integrated photovoltaics

NOTES

•THE WOODEN BATTENS ARE PLACED IN BEWEEN THE STEEL HANGER FLANGES AND TIGHTENED WITH BOLTS FROM THE SIDE •THE STEEL HANGERS ARE PREFABRICATED ALONG WITH THE BALCONY STEEL FRAME

TECHNICAL CALCULATIONS, BEAMS, COLUMNS, FRAMES ARE DONE BY AN ENGINEER

Level 2 3000 176 1 2 3 4 5 6 7 8 9 10 11 1050 4 5 1 : 10 04/14/22 BALCONY K01_H05_E03_N01 SPECIFICATIONS
1. BRICK CLADDING 108MM 2. RIGID INSULATION 220MM 3. PRE-CAST CONCRETE WALL 150MM 4. TOP/BOTTOM STEEL BRACKET 5. ELASTIC JOINTS 15MM 6. STEEL FRAME 140 X 60 MM 7. ALUMINIUM FLAT BOARDS 20MM FIRE: A2-s1, d0 8. ALUMINIUM SOFFIT CLADDING 10MM FIRE:A2-s1, d0 9. ALUMINIUM PARAPET 10. RAILINGS FIXED TO THE STEEL FRAME
NOTES ALL MEASUREMENS ARE IN MM SPECIFIC CALCULATIONS OF STRUCTURE (BEAMS, COLUMNS, FRAMES) ARE DONE BY THE ENGINEEER Level 1 0 2 K01_H05_E03_N03 1 2 3 4 5 6 7 8 9 Level 1 0 3 4 5 6 7 8 9 2 8 As indicated 04/14/22 BALCONY K01_H05_E03_N03 balcony 3
GLASS EVA CELL EVA GLASS
ON BALCONIES SPECIFICATIONS
DRAINAGE
80MM
APPLIED
1. ALUMINIUM RAILING 2. BIPV 3. WOODEN BATTENS 100 x 100 mm 4. STAINLESS STEEL HANGER 5. STEEL FRAME 140 X 60 MM 6.
GUTTERING 50MM X
7. ALUMINIUM JOISTS 30MM 8. AUMINIUM BOARDS 20MM 9. ALUMINIUM CLADDING 10MM FIRE: A2- s1, d0
•ALL
3 4 1:20 1:5
Level D 100 20 20 100 20 100 50 1 2 3 3-3 1:10 Level -500 Level 65 50 E 95 25 20 1 5 4 6 7 4-4 1:10 180 Level -500 57HATCHING C D 30 30 3 3 1180 2376 1180 1200 200 1200 30 30 5 2360 2480 1390 30 30 1420 E 1260 1:20 1 2 3 X1 Level 20 5-5 1:10 8 As indicated 03/31/22 STAIRCASE A K01_H01_E01_N01 NOTES: THE MINIMUM DIMENSIONS FOR THE ELEVATOR ARE 1.1M WIDTH AND 1.4MM LENGHT THE MINIMUM DEMAND FOR TURNING AREA IN FRONT OF THE ELEVATOR IS 1,5X1,5 M THE OPENING OF THE ELEVATOR SHOULD BE AT LEAST 0,8M THE MAXIMUM OPENING FOR RAILINGS IS 120MM AND THE HEIGHT 0,8-1,0M SPECIFICATIONS 1.PRE-CAST CONCRETE LANDING (200MM) 2. PLASTIC/METAL SHIM/ADJUSTMENT (20MM) 3. ELASTIC FUGE Ø20MM 4.INSULATION 20MM 5. NEOPRENE 20MMX 65 MM 6. PRE-CAST CONCRETE WALL 180MM 7.HOLLOW CORE DECK ELEMENT 220MM 8. METAL RAILINGS FIXED ON THE SIDE OF THE STAIRS NOTES: FOR MORE INFORMATION REFER TO THE PROTUCT DATA SHEET FROM THE MANUFACTURERS/COMPANIES CONSTRUCTION NOTES: THE LANDINGS ARE PLACED 30MM FROM THE WALLS AND FIXED WITH STAINELESS STEEL MANDRELS (AS INDICATED) TO ENSURE THE REDUCTION OF THE IMPACT SOUND LEVEL THE ELEVATOR SHAFT COMPARTMENT IS FIXED WITH WALL SHOES (2 ON EACH SIDE OF THE SHAFT) ELEVATOR SHAFT CONNECTION WALL SHOE J K L 1 2 2 1 1195 30 30 1200 200 1200 1:25 4255 1 2 3 X1 1397 1620 30 30 Level 1 0 30 150 85 65 100 2 3 4 5 6 75 1-1 1:10 170 3 Level 0 -500 Level 1 0 J 30 200 200 2 1 2-2 1:10 As indicated 03/31/22 STAIRCASE B K01_H01_E01_N02 CALCULATION: H=1500MM; MIN GOING: 250MM; MAX RISE:180MM 1GOING+2 RISERS=APP. 630MM 1500/160=9.37 1500/9=166.6MM (HEIGHT) 630-(166.6*2)=296.6MM (RUN) TOTAL: 9 RISERS(167MM) 9 GOINGS (297MM) LANDING:1080MM SPECIFICATIONS 1. ELASTIC JOINT 2.PRE-CAST STAIR LANDING 200MM 3. STAINLESS STEEL MANDREL WITH NEOPRENE CAP 4.PLASTIC/METAL SHIM FOR LEVELING 5. STEEL PLATE 6. HOLLOW CORE DECK ELEMENT 220MM NOTES: ALL MEASURMENTS ARE IN MM FOR MORE INFORMATION REFER TO THE PRODUCT DATA SHEET FROM THE MANUFACTURERS/COMPANIES
BALCONY&STAIRS-CONSTRUCTION DETAILS
SKL- KOST AMSTERDAM, NETHERLANDS

KOST is a renovation project of an existing warehouse located in Shinkel district in Amsterdam. Designed to attract people through it’s vibrance and colorfullness, it combines offices, retail shops, makers spaces and an alley. The main key points were renovation of the facade, creating an inside alley by demolishing parts of the structure, creating inside gardens to bring the divesity and liveliness of a green ambiance in the office spaces, and adding more square meters by adding new volumes. The project is subject to last for 10-15 years only, therefore, the rausability of the existing building structure and materials were crucial in keeping the overall building and renovation cost low.

COLOUR MATERIALIZATION
ALLEY VIEW OPTION 1 OPTION 2
VIEW
VIEW CORRIDOR
VIEW
STREET
BIRD
BIRD
MATE AMSTERDAM, NETHERLANDS

MATE is a 50 meteres high building which incorporates 3 concepts: play- a core where everything comes together (lobby, sports ,terrace), work- workstations and office spaces for the creative sector, stay- pre-fabricated wooden hotel modules to stay overnight. Mate is a concious hotel, coming with a mix of features: sustainability and construction, flexible design, green multifunctional atrium, green terraces and, concious wellness (yoga rooms, relaxing rooms). The materialization consists of stretched metal and wired mesh both open 50% to ensure the requirements for waterproofness and fire safety are met. Moreover, the idea was minimizing the CO2 footprint and low construction cost.

STRETCHED METAL - 50% OPEN WIRED MESH- 50% OPEN

PLAY
STAY WORK WORK
LOBBY
MATERIALIZATION
COLOUR
AMSTERDAM, NETHERLANDS
CLOSE-UP
FRONT VIEW
CORNER VIEW CORNER VIEW
DETAIL
ATRIUM

INTERIOR DESIGN AMSTERDAM, NETHERLANDS

FURNITURE
NEXT DOOR
DESIGN
...TO
FROM DESIGN...
CONSTRUCTION
WIJKGEBOUW
INTERIOR
A
DESIGN

SECTION

ANYANG ART ANYANG, SOUTH KOREA Deck 62500 +P B BB Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P 1100 1100 3400 2400 onderwerp locatie project opdrachtgever status engineer datum tekeningnr. formaat schaal projectnr. NEXT ARCHITECTS Kauwgomballenfabriek P. v. Vlissingenstraat 2a 1096 BK Amsterdam → +31(0)20 4630463 → info@nextarchitects.com Section O APAP7 A3 B.Chi Anyang si, South Korea Anyang art project 04-14-2023 2303 1:50 2303 VO _640_402 schaal 50 Section O 1 Deck 62500 +P HG P Q R AA AA Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P 1100 2292 2800 2400 2300 NEXT ARCHITECTS Kauwgomballenfabriek P. v. Vlissingenstraat 2a 1096 BK Amsterdam T → +31(0)20 4630463 E → info@nextarchitects.com Section C-L 1
SECTION 1
2 TOP VIEW
Deck 62500 +P Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P onderwerp locatie project opdrachtgever status engineer datum tekeningnr. formaat schaal projectnr. NEXT ARCHITECTS Kauwgomballenfabriek P. v. Vlissingenstraat 2a 1096 BK Amsterdam → +31(0)20 4630463 E → info@nextarchitects.com Elevation - East APAP7 A3 B.Chi Anyang si, South Korea Anyang art project 04-14-2023 2303 1:50 2303 VO _640_302 schaal 50 Elevation -East 1 NOTE When the wall height changes, the wall lines are not straight or angular but allways smooth. Please check the drawing 640_202. Deck 62500 +P Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P onderwerp locatie project opdrachtgever status engineer datum tekeningnr. formaat schaal projectnr. NEXT ARCHITECTS Kauwgomballenfabriek P. v. Vlissingenstraat 2a 1096 BK Amsterdam T +31(0)20 4630463 E → info@nextarchitects.com Elevation - South APAP7 A3 B.Chi Anyang si, South Korea Anyang art project 04-14-2023 2303 1:50 2303 VO _640_301 schaal 1 50 Elevation -South 1 NOTE When the wall height changes, the wall lines are not straight o angular but allways smooth. Please check the drawing 640_202. Deck 62500 +P Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P NEXT ARCHITECTS Kauwgomballenfabriek P. v. Vlissingenstraat 2a 1096 BK Amsterdam T → +31(0)20 4630463 E → info@nextarchitects.com Elevation -West 1 Deck 62500 +P Ramp starting level 61500 +P Under the deck 59800 +P Top wall 64900 +P Top column 62100 +P NEXT ARCHITECTS Kauwgomballenfabriek P. Vlissingenstraat 2a 1096 BK Amsterdam → +31(0)20 4630463 → info@nextarchitects.com Elevation -North 1 SOUTH EAST WEST NORTH ELEVATIONS
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