Portfolio

Transcript

1. pORTFOLIO lIENE cIKANOVIČA Address: Meersstraat 28-2V, Gent, 9000 Mob. Tel. No.: +32 475681489 E-mail: cikala.lc@gmail.com Skype: liecika
2. CV CURRICULUM VITAE || LIENE CIKANOVIČA SUMMARY EXPERIENCE 01/05/2007 – 01/08/2009 12/10/2004 – 23/04/2007 01/07/2004 – 31/08/2004 01/02/2004 – 01/07/2004 INTERESTS AND HOBBIES PROFICIENCY LANGUAGE SOFTWARE OTHER EDUCATION 09/2011 2/2011 9/2007 – 6/2011 8/2009 – 6/2010 07/03/2008 9/2006 - 3/2008 8/2005 – 6/2007 9/2003 – 7/2006 9/2000 – 7/2003 9/1994 – 6/1998 9/1993 – 6/2000 9/1991 - 6/1993 Architecture student with high interest in sustainable architecture and urban design Latvian Single 27 July 15th, 1985, Jekabpils-Latvia Hogeschool voor Wetenschap en Kunst department of Architec- ture Sint-Lucas Brussels-Ghent (Belgium) Bachelor Degree of Engineering Science in Architecture award Riga Technical University, Faculty of Architecture and Urban Plan- ning (Latvia) Lund University, Lunds Tekniska Högskola, Faculty of Engineering, 3rd year ERASMUS exchange student (Sweden) Engineering Qualification and Professional Bachelor’s Degree in Transportation Engineering (V professional qualification level) award Riga Technical University, Faculty of Civil Engineering, Institute of Transport Structures (Latvia) St. Franciska Art School (Latvia) Riga Technical University, Faculty of Civil Engineering, Deptart- ment of Civil Engineering College Programs (Riga, Latvia) Jekabpils State Gymnasium (Jekabpils, Latvia) Jēkabpils Art School (Latvia) Sala Secondary School (Sala parish Jekabpils District, Latvia) Jekabpils 3rd Secondary School (Jekabpils, Latvia) SIA „AAC birojs” (technical architect) SIA „BRD projekts” (assistant engineer of civil engineering) VAS „Latgales ceļi”, filial „Jēkabpils ceļi” (intern) SIA „AAC birojs” (intern) Latvian (native) English (fluent) Russian (good) Dutch (basic) ArchiCad (proficient) AutoCad (proficient) Adobe Suite – Photoshop, Illustrator, InDesign (proficient) Google SketchUp (intermediate) MS Office (proficient) Sony Vegas Pro (intermediate) Corel Draw (intermediate) Freehand drawing Video and audio editing Graphic design Photography Drawing, painting, photography Audiovisual media, video mounting and editing Dancing, movement theatre Swimming, yoga Traveling Address: Meersstraat 28-2V, Gent, 9000 Mob. Tel. No.: +32 475681489 E-mail: cikala.lc@gmail.com Skype: liecika PERSONAL INFORMATION Nationality: Marital status: Age: Date and place of birth:
3. ARCHITECTURE
4. Z Z u n d a h a l l sience Exibition hall Latvia, Rīga, Zunda kanal Team: Liene Cikanoviča, Līva Banka, Laura Meija Architectonic spatial synthesis Architecure and Urban planning faculty Rigas Technical University 2011
5. Z u n d a h a l l
6. Ā Ā-TOWER Passive highscraper in riga Riga is the capital of Latvia and has been experienced rapid economic development in last few years. There have been different development plans for different parts of Riga, as well as the de- velopment of left Daugava river bank, that proposed highscraper district in Kipsala. Some of the projects have been realized and constructed now, some continue their existence on paper. Ā Tower is a project that proposes highrise building in aforementioned area, that includes differ- ent enviromental issues, that are demanded by the tendency of nowdays in terms of urbanisa- tion, energy, waste, etc. Architectonic spatial synthesis Architecure and Urban planning faculty Rigas Technical University 2011
7. Āzene Raņķa dambis Ķīpsala Bus stop Meža iela Balasta dambis Bus stop Ā-TOWER R Public open space Comersial Comersial Public space Library Fitness center Café Public open space Public open space Library Public space Public sevices Public sevices Public open space Public open space Public space Public function Café Car parking Offices Youth hotel Apartments Fashion Hotel A=1557m2 P=179m A=1557m2 P=138m A=1557m2 P=146m Summer wind Winter wind Morning Sum m er sun W inter sun Evening Base floor Atrium Green space vertical communication 1st floor 2nd floor OFFICE FASHION HOTEL Apartment Youth HOTEL
8. Ā-TOWER A-TOWE Project in Building Technology - integration (f-A50633-1112 maig13) Column plan 1:20 1:4.5 1:6.2 04.3/57 Project Nam Project Type: Scale Layout Name: Layout No: Dat 27/01/201 Project Authors: L. Cikanoviča, T. Roegiers, R. Ryheul 400 100 1,987 200 1,987 200 1,987 200 1,987 200 1,987 200 1,987 100 400 11,593 6,555 6,555 111,593 R 6,569 30° 30° 30° 30° 30° 13° 13° 12° 11° 54° 54 11° 12° 30° C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m W2, 700mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W4, 200mm W2, 700mm W2, 700mm C1 700x700, L=4.500m W1, 200mm W4, 200mm W4, 200mm W4, 200mm 1 1 B C D E F G J M L K I H 2 2 A Axis Structure, A-TOWER Project in Building Technology - integration (f-A50633-1112 maig13) Column plan 1:200, 1:4.54, 1:6.24 04.3/57 Project Name: Project Type: Scales: Layout Name: Layout No: Date: 27/01/2012 Project Authors: L. Cikanoviča, T. Roegiers, R. Ryheul 400 100 1,987 200 1,987 200 1,987 200 1,987 200 1,987 200 1,987 100 400 11,593 6,555 6,555 111,593 R 6,569 30° 30° 30° 30° 30° 13° 13° 12° 11° 54° 54° 11° 12° 30° C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m 1 700x700, =4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m C1 700x700, L=4.500m W2, 700mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W1, 500mm W4, 200mm W2, 700mm W2, 700mm C1 700x700, L=4.500m W1, 200mm W4, 200mm W4, 200mm W4, 200mm 1 1 B A C D E F G J M L K I H 2 2 A Column plan, 1:200 Vizualisation of structure Column Bearing wall Axis Legends Floor 9 Atrial duplex compartments Floor 9 Atrial duplex compartments fire safety compartments plan structural plan C
9. RCoexistence A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 4,900 6,000 3,500 1,990 5,220 2,270 1,100 2,000 0,900 Fas. Z Fas. D Fas. R 1-03 1-02 1-04 1-01 1-05 1-06 1-07 2-04 2-02 2-03 2-05 2-06 2-01 3-04 3-02 3-03 3-05 3-01 3-06 4-04 4-02 4-03 4-05 4-01 4-06 5-04 5-02 5-03 5-05 5-01 5-06 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 Fas. Z Fas. D Fas. R 4,900 6,000 3,500 1,990 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 1,208 2,000 1,100 1,055 1,055 3,184 0,900 1,100 1-09 1-10 1-14 1-13 1-12 1-11 1-08 2-10 2-09 2-12 2-13 2-08 2-07 3-14 3-10 3-12 3-11 3-09 3-07 3-08 3-13 4-13 4-10 4-11 4-12 4-09 4-07 5-09 5-13 5-12 4-08 5-08 5-07 5-10 5-11 1-15 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 D E H I J K Fas. D Griez.R-1 Griez.R-2 Room Number 1-09 Room Name Guļamistaba Calculated Area 10,34 Room Number 2-10 Room Name Noliktava Calculated Area 4,26 Room Number 3-04 Room Name Autonojume Calculated Area 21,55 Room Number 4-16 Room Name Guļamistaba Calculated Area 15,72 Room Number 5-04 Room Name Autonojume Calculated Area 21,55 D E H I J K 3 4 2 5 Fas. Z Fas. R Griez.R-1 Griez.R-2 2-15 2-17 2-16 2-14 4-15 4-18 4-17 4-14 4-16 5-14 5-15 5-15 1 . S t ā v s . M 1 : 1 0 0 2 . S t ā v s . M 1 : 1 0 0 3 . S t ā v s . M 1 : 1 0 0 R i n d u m ā j a s . P l ā n i E k s p l i k ā c i j a s : RTU, APF 4. kurss 1. semestris Dzīvojamā kvartāla apbūves priekšlikums Bišumuižā Autors students L. Cikanoviča Lapu skaits 9 A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 4,900 6,000 3,500 1,990 5,220 2,270 1,100 2,000 0,900 Fas. Z Fas. D Fas. R 1-03 1-02 1-04 1-01 1-05 1-06 1-07 2-04 2-02 2-03 2-05 2-06 2-01 3-04 3-02 3-03 3-05 3-01 3-06 4-04 4-02 4-03 4-05 4-01 4-06 5-04 5-02 5-03 5-05 5-01 5-06 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 Fas. Z Fas. D Fas. R 4,900 6,000 3,500 1,990 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 1,208 2,000 1,100 1,055 1,055 3,184 0,900 1,100 1-09 1-10 1-14 1-13 1-12 1-11 1-08 2-10 2-09 2-12 2-13 2-08 2-07 3-14 3-10 3-12 3-11 3-09 3-07 3-08 3-13 4-13 4-10 4-11 4-12 4-09 4-07 5-09 5-13 5-12 4-08 5-08 5-07 5-10 5-11 1-15 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 D E H I J K Fas. D Griez.R-1 Griez.R-2 Room Number 1-09 1-10 1-14 1-13 1-12 1-11 1-08 1-03 1-02 1-04 1-01 1-05 1-06 1-07 1-15 Room Name Guļamistaba Guļamistaba Guļamistaba Vannasistaba Vannasistaba Guļamistaba Halle Vannasistaba Noliktava Autonojume Halle Guļamistaba Guļamistaba Dzīvojamā istaba Noliktava Calculated Area 10,34 10,45 16,87 3,75 4,58 12,47 39,09 4,36 3,75 21,55 7,32 6,17 24,64 49,27 4,26 218,87 m² Room Number 2-10 2-04 2-02 2-03 2-05 2-06 2-01 2-14 2-16 2-17 2-15 2-09 2-12 2-13 2-08 2-07 Room Name Noliktava Autonojume Noliktava Vannasistaba Guļamistaba Dzīvojamā istaba Halle Halle Vannasistaba Noliktava Guļamistaba Guļamistaba Vannasistaba Vannasistaba Guļamistaba Halle Calculated Area 4,26 21,55 3,75 4,36 24,64 49,27 7,32 9,57 3,71 3,23 15,72 16,87 3,75 4,58 12,47 39,09 224,14 m² Room Number 3-04 3-02 3-03 3-05 3-01 3-06 3-14 3-10 3-12 3-11 3-09 3-07 3-08 3-13 Room Name Autonojume Noliktava Vannasistaba Guļamistaba Halle Dzīvojamā istaba Noliktava Guļamistaba Vannasistaba Vannasistaba Guļamistaba Halle Guļamistaba Noliktava Calculated Area 21,55 3,75 4,36 24,64 7,32 49,27 4,26 16,87 3,75 4,58 12,47 39,09 12,47 4,26 208,64 m² Room Number 4-16 4-14 4-04 4-02 4-03 4-05 4-01 4-06 4-17 4-18 4-15 4-08 4-13 4-10 4-11 4-12 4-09 Room Name Guļamistaba Halle Autonojume Noliktava Vannasistaba Guļamistaba Halle Dzīvojamā istaba Vannasistaba Noliktava Guļamistaba Bibliotēka Noliktava Guļamistaba Vannasistaba Vannasistaba Guļamistaba Calculated Area 15,72 9,57 21,55 3,75 4,36 24,64 7,32 49,27 3,71 3,23 15,72 39,09 4,26 16,87 3,75 4,58 12,47 Room Number 5-04 5-02 5-03 5-05 5-01 5-06 5-11 5-10 5-07 5-08 5-12 5-09 5-13 5-14 5-15 5-15 Room Name Autonojume Noliktava Vannasistaba Guļamistaba Halle Dzīvojamā istaba Guļamistaba Guļamistaba Halle Bibliotēka Vannasistaba Guļamistaba Vannasistaba Halle Guļamistaba Guļamistaba Calculated Area 21,55 3,75 4,36 24,64 7,32 49,27 12,47 12,47 39,09 39,09 4,58 16,87 3,75 20,26 11,36 7,36 278,19 m² D E H I J K 3 4 2 5 Fas. Z Fas. R Griez.R-1 Griez.R-2 2-15 2-17 2-16 2-14 4-15 4-18 4-17 4-14 4-16 5-14 5-15 5-15 1 . S t ā v s . M 1 : 1 0 0 2 . S t ā v s . M 1 : 1 0 0 3 . S t ā v s . M 1 : 1 0 0 R i n d u m ā j a s . P l ā n i E k s p l i k ā c i j a s : A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 4,900 6,000 3,500 1,990 5,220 2,270 1,100 2,000 0,900 Fas. Z Fas. D Fas. R 1-03 1-02 1-04 1-01 1-05 1-06 1-07 2-04 2-02 2-03 2-05 2-06 2-01 3-04 3-02 3-03 3-05 3-01 3-06 4-04 4-02 4-03 4-05 4-01 4-06 5-04 5-02 5-03 5-05 5-01 5-06 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 A A B B C C D D E E F F G G H H I I J J K K 3 4 1 2 5 Fas. Z Fas. D Fas. R 4,900 6,000 3,500 1,990 7,490 4,400 4,400 5,220 4,400 5,220 4,400 5,220 4,400 5,220 1,208 2,000 1,100 1,055 1,055 3,184 0,900 1,100 1-09 1-10 1-14 1-13 1-12 1-11 1-08 2-10 2-09 2-12 2-13 2-08 2-07 3-14 3-10 3-12 3-11 3-09 3-07 3-08 3-13 4-13 4-10 4-11 4-12 4-09 4-07 5-09 5-13 5-12 4-08 5-08 5-07 5-10 5-11 1-15 Griez.R-1 Griez.R-1 Griez.R-2 Griez.R-2 D E H I J K Fas. D Griez.R-1 Griez.R-2 Room Number 1-09 1-10 1-14 1-13 Room Name Guļamistaba Guļamistaba Guļamistaba Vannasistaba Calculated Area 10,34 10,45 16,87 3,75 Room Number 2-10 2-04 2-02 2-03 Room Name Noliktava Autonojume Noliktava Vannasistaba Calculated Area 4,26 21,55 3,75 4,36 Room Number 3-04 3-02 3-03 3-05 Room Name Autonojume Noliktava Vannasistaba Guļamistaba Calculated Area 21,55 3,75 4,36 24,64 Room Number 4-16 4-14 4-04 4-02 Room Name Guļamistaba Halle Autonojume Noliktava Calculated Area 15,72 9,57 21,55 3,75 Room Number 5-04 5-02 5-03 5-05 Room Name Autonojume Noliktava Vannasistaba Guļamistaba Calculated Area 21,55 3,75 4,36 24,64 D E H I J K 3 4 2 5 Fas. Z Fas. R Griez.R-1 Griez.R-2 2-15 2-17 2-16 2-14 4-15 4-18 4-17 4-14 4-16 5-14 5-15 5-15 1 . S t ā v s . M 1 : 1 0 0 2 . S t ā v s . M 1 : 1 0 0 3 . S t ā v s . M 1 : 1 0 0 R i n d u m ā j a s . P l ā n i E k s p l i k ā c i j a s : l I V E i n b e t w ee n Bachelor thesis Architecure and Urban planning faculty Rigas Technical University 2010 Row houses in Bišumuiža, Rīga, Latvia S e c t i o n s E l e v a t i o n s F l o o r p l a n s
10. U Story of memories pattern of life pixels of past rebirth read it different multiplication shape of life essential feeling of moment memories Desirable Screen Junk Desirable is a project in which are used junk & lowcost material to create a new desirable SCREEN Every day in our mailbox we receive many newspapers, advertising brochures, infor- mation we don’t need causing wasting of energy and material. Desirable Screen is newspaper of life. Small episodes, essential feeling of moment, few words, letters, like a pixels in our daily rush and overflow of information is written on the screen. As well it is made of material that is needless and unused, and is just lying on a floor by the mail boxes, but has so many shapes and esthetical qualities. Final work were piece of furniture and presentation video (http://youtu.be/dz56wdG7tg0). Workshop by John Cramer Laboratory for Spatial and Architecture Design INTERIOR ARCHITECTURE AND FURNITURE DESIGN COURSE Lund University 2009
11. URBAN
12. W search of Identity search of Identity Public space Manor courtyards Semipublic pass + Public space + Private space + perimetrical housing SEMIPUBLISKĀ PASĀŽA PUBLISKĀ TELPA PRIVĀTĀ TELPA PERIMETRĀLĀ APBŪVE + + + Public and private coexistance : sand dune alee Bachelor thesis Team: Liene Cikanovica, Oto Ozols, Krista Lauska, Madara Villere, Leonards Kalniņš Architecure and Urban planning faculty Rigas Technical University 2010 territory development in Bišumuiža, Rīga, Latvia Proposed development Existing situation Proposed street and pedestrian way network Proposed territory Typology Public buildings Single housing Row housing Apartment housing 3-5 floors Apartment housing 3-5 floors Public function (public and coercial) Mixed function - residential and public Residential functional zoning Sabiedriskas būves Ģimenes mājas Rindu mājas 3 stāvi 3-5 stāvi Sabiedriskas būves Jauktas funkcijas - dzīvojamā un komercfunkcija Dzīvojamās ēkas spatial development concept Space IN Ditch to lake Roof landscape private private Semi- ppublic Semi- ppublic Public Semiprivate Semiprivate Coexistence
13. W a t e r c i t y What is the Olympic park in the future? Sustainable Urban Dynamics Design Studio SUDes, Master’s Programme in Sustainable Urban Design, 3rd semester Lund University 2009 development proposal of Olympic park Beijing, China
14. W a t e r c i t y R e u s i n g w a t e r G l o b a l w a t e r R A I n w a t e r Regional water Strategy of proposal Urban Fabrc Green Landscape
15. W a t e r c i t y Idea for development of Olympic site is to create coexistence of different programs, global and local activities by layering buildings and streets. These different layers come together on a street level or green spaces, but beside it there are created enclosures were can happen ineraction of communities. Since density in the city is high, therefore it is possible layer and separate different flows. Main “global” flow through the site is on ground level, but local flows between can be levelled up. Mixed functions in vertical scale give potential to create vibrant and busy urban environment. Wetland park is a urban park in a city where can happen different activities, recreation and social interaction beside a positive effect to environmental creating good microclimate in the city, biodiversity, environmental education as well as water purification in a park etc.
16. lieve The aim was to develop sustainable design by taking in a count characteristic of surrounding environment and recourses therefore it was important to understand fragile essence of the place and it’s relationships with context and architectural program. The result of a project was expected to be simple and self-evident design. Team: MARGARIDA PEREIRA, HANNES VAN DAMME, LIENE CIKANOVICA, IOANNIS GIO, SONIA LAMESA Advanced Architectural Design and Sustainability International master, 2nd semester Hogeschool voor Wetenschap en Kunst department of Architecture Sint-Lucas Brussels-Ghent (Belgium) 2012 development strategy for old lieve river Gent, Belgium
17. lieve Therefore the main strategy is: to maintain Lieve as mental axis of the area that is supported by green pockets along it; to create gates for the river by implementing a natural gate at each end, in a reslult the river is highlighted at an urban scale and micro scale; to maintain the river as a natural border by opening and maintaining it in certain areas where it was one neglected; to strengthen connection points that are implemented systematically throughout the Lieve in order to allow movement between the 2 different areas, in a result this in turn can help the development of the area by being part of the natural evolution of the Lieve. Lieve river is situated between 2 clusters of development: residential and industrial. Currently, there is a prominent division of the 2 programs and the river is hidden between the entities. Parallel to the river are prominent green spaces with a wide range of biodiversity. This can be a new typology for city planning along the river where it can allow open spaces to relate with the density of building environment.
18. P Lieve river development project provides strategy for future master plan that could give new identity to forgotten part of the city and old river. lieve
19. PRACTICe
20. 2.003 4.301 4.260 1.500 4.300 4.300 4.085 4.300 5.214 4.299 4.300 2.501 1.226 apgaismes kabelis daļēji demontēts Demontējams Demontējams Romove G5 Pk 04+12 h=81.04 1st type G8 Pk 05+37 h=80.39 1. tips Excess embankment must be excavated and the slope repaired G6 Pk 04+79 h=80.71 1st type G7 Pk 04+85 h=80.50 1st type 79.55 79.71 80.55 80.61 80.77 80.73 80.74 80.77 80.86 81.05 80.73 80.86 81.04 81.07 81.12 8 80 79.63 79.40 79.60 80.27 80.55 80.52 80.97 81.14 81.04 80.96 80.88 79.82 79.44 79.86 80.34 79.78 80.89 81.03 81.26 81.13 81.24 81.24 81.06 80.92 79.96 79.49 80.99 81.03 81.06 80.98 81.00 80.98 80.84 80.93 80.52 79.44 79.30 79.28 80.91 80.74 80.58 80.66 80.95 79.65 79.78 79.63 80.67 80.33 80.42 80.58 79.85 80.06 79.70 80.44 80.57 80.56 80.71 80.70 79.40 79.49 79.33 79.55 79.40 78.65 79.71 79.24 80.69 80.73 79.60 79.65 79.87 80.09 79.27 80.01 79.82 79.82 79.54 79.91 79.92 79.96 80.10 79.50 80.89 80.84 80.53 80.51 79.80 79.75 80.14 80.19 80.45 80.31 80.09 79.99 80.58 79.80 79.71 79.87 9.78 80.24 80.03 80.09 80.07 79.85 80.23 80.33 80.59 80.31 80.20 80.31 80.43 79.69 79.71 79.83 79.28 80.01 79.27 80.59 80.71 80.60 79.22 79.67 79.60 79.93 79.82 79.76 79.43 80.69 80.70 80.56 80.49 SALA A A A A A Bp. orientējoši nedarbojas,daļēji demontēta a.d.78,78 d100 d100 c.a.77,90 c.a.77,90 orientējoši Bet. G r. P76 04+00 04+20 04+40 04+60 04+80 05+00 05+20 05+40 81.27 81.13 81.01 81.13 81.20 81.04 80.96 80.88 80.86 80.84 80.75 80.81 80.78 80.52 80.64 80.25 80.48 81.18 81.21 81.10 80.92 80.56 81.00 80.80 80.86 80.68 80.71 80.56 530 531 530 531 Sala 534 C___ ___C C___ ___C C___ ___C 920 (15m) 926 (20m) 926 (25m) 00+10 1. Ass 3. Ass 920 (5m) 920 (5m) 920 (20m) 923 (50m) 923 ( E___ ___E H__ ___H Sala 534 80.37 80.49 80.60 80.63 80.66 80.69 80.71 80.73 80.84 80.89 80.98 80.98 81.05 81.12 80.07 80.44 Pārejas posms 2m Pārejas posms 2m Pedestrian safety barrier H=1.00m, L=15m CAREFUL, the cable!!! New bus stop pavilion 0.500 1.200 0.152 0.025 1:3.00 0.06 0.02 Gully Pipe DN 110 Concrete gutter Pebbles (fr.20-100) Existent asphalt concrete surface Street axis 2.500 1.230 3.50 3.50 0.20 1.50 variable** 1.00 alt concrete surface BR100.20.8 Concrete fondation B15 BR100.30.15 Concrete fondation B15 4 cm 16 cm Fine-grained asphalt concrete Rammed ground Dolomite chips (fr.2÷4cm) 0.025 0.025 Slope embanked with plant soil and anti erosion matting 1:1 4 cm 6 cm Asphalt concrete ABS 16 Asphalt concrete AG 32 Asphalt concrete ABT 22 10 cm Dolomite chips mix (0-45mm) 45 cm Pedestrian safety barrier Existent ground 4 cm 6 cm Asphalt concrete ABS 16 Asphalt concrete AG 32 Asphalt concrete ABT 22 10 cm Existent ground 4 cm phalt concrete ABS 16 stent ground 0.150 3.50 0.750 2.000 0.025 BR100.20.8 BR100.30.15 1:1.75 0.06 Slope embanked with plant soil and anti erosion matting Concrete fondation B15 Concrete fondation B15 Existent asphalt concrete surface Street axis 4 cm 16 cm Fine-grained asphalt concrete Rammed ground Dolomite chips (fr.2÷4cm) 1.500 2.501 1.226 Romove 81.33 h=81.04 Excess embankment must be excavated and the slope repaired 9 h=80.71 G7 Pk 04+85 h=80.50 1st type 81.11 81.15 81.05 79.86 79.99 79.56 79.81 79.89 79.95 79.83 79.81 79.83 79.61 81.19 .26 81.10 80.85 79.64 79.63 79.40 79.60 80.27 80.55 80.52 80.97 81.14 81.04 80.96 80.88 79.82 79.44 79.86 80.34 79.78 80.89 81.03 81.26 81.13 81.24 81.24 81.06 80.92 79.96 79.49 80.99 81.03 80.91 80.74 80.58 80.66 80.95 79.65 79.78 79.63 80.67 80.33 80.42 80.58 79.85 80.06 79.70 80.44 80.57 80.56 80.53 80.51 79.80 SALA A Bp. nedarbojas,daļēji demontēta d100 d100 c.a.77,90 c.a.77,90 c.a.77,90 Bp. 1.18 81.21 81.10 80.92 81.00 80.80 80.86 80.68 0.71 0.56 530 531 Sala 534 920 (15m) 926 (20m) 926 (25m) ___H Sala 534 Pedestrian safety barrier H=1.00m, L=15m New bus stop pavilion 0.500 1.200 0.152 0.025 1:3.00 0.06 0.02 Gully Pipe DN 110 Concrete gutter Pebbles (fr.20-100) Existent asphalt concrete surface Street axis 1.230 .20.8 Concrete fondation B15 4 cm 16 cm t concrete ÷4cm) Slope embanked with plant soil and anti erosion matting 1:1 rian safety barrier 0.150 3.50 0.750 2.000 0.025 BR100.20.8 BR100.30.15 1:1.75 0.06 Slope embanked with plant soil and anti erosion matting Concrete fondation B15 Concrete fondation B15 Existent asphalt concrete surface Street axis 4 cm 16 cm Fine-grained asphalt concrete Rammed ground Dolomite chips (fr.2÷4cm) 1.500 Romove 81.33 h=81.04 mbankment must be excavated ope repaired 81.11 81.15 81.05 79.86 79.99 79.56 79.81 79.89 79.95 79.83 79.81 79.83 79.61 81.19 .26 81.10 80.85 79.64 79.63 79.40 79.60 80.27 80.55 80.52 80.97 81.14 81.04 80.96 80.88 79.82 79.44 79.86 80.34 79.78 80.89 81.03 81.26 81.13 81.24 81.24 81.06 80.92 79.96 79.49 80.99 81.03 80.91 80.74 80.58 80.66 80.95 79.65 SALA A Bp. d100 d100 c.a.77,90 c.a.77,90 c.a.77,90 Bp. 1.18 81.21 81.10 80.92 530 531 926 (25m) afety barrier =15m vilion 0.500 1.200 0.152 0.025 1:3.00 0.06 0.02 Gully Pipe DN 110 Concrete gutter Pebbles (fr.20-100) Existent asphalt concrete surface Street axis +37 h=80.39 80.51 79.80 79.75 80.14 80.19 80.45 80.31 80.09 79.99 80.58 79.80 79.71 79.87 80.38 5 t.77,65 nedarbojas,daļēji dem 2.500 1.230 3.50 3.50 0.20 1.50 variable** 1.00 Street axis Existent asphalt concrete surface BR100.20.8 Concrete fondation B15 BR100.30.15 Concrete fondation B15 4 cm 16 cm Fine-grained asphalt concrete Rammed ground Dolomite chips (fr.2÷4cm) 0.025 0.025 Slope embanked with plant soil and anti erosion matting 1:1 4 cm 6 cm Asphalt concrete ABS 16 Asphalt concrete AG 32 Asphalt concrete ABT 22 10 cm Dolomite chips mix (0-45mm) 45 cm Pedestrian safety barrier Existent ground 4 cm 6 cm Asphalt concrete ABS 16 Asphalt concrete AG 32 Asphalt concrete ABT 22 10 cm Existent ground 4 cm Asphalt concrete ABS 16 Existent ground Sidewalk technical project in sala Technical project provided sidewalk in the left side of the P76 road in Sala’s region, lighntning, two pedestrian crossection (one with warning traffic light by the school) and busstops in each side of the road. Beside that in a project had to solve questions about water drainage, crossections of the road and streats, etc. Responsibilities: - Design and techbical drawings (horizontal, vertical and traffic organisation plans, crossections, water drainage); - Material specifications; - Project coordination . Project manager: Ing. Vadims Semoņenko Location: Latvija, Jēkabpils rajons, Salas pagasts, road P76 Project year: 2007 Construction year: 2008 Client: municipality of Sala’s region Sidewalk construction technical project c P 7 6 r o a d s i d e w a l k
21. G A B 7 2 3 4 5 6 E F A B 3. STĀVA PLĀNS 2 4 5 3 1 8 2.501 4.300 G4 Pk 03+73 h=81.33 1. tips 81.11 81.15 81.05 79.86 79.99 79.56 79.81 79.89 79.95 79.83 79.81 79.83 79.61 81.19 81.26 81.44 81.41 81.52 81.58 81.55 79.79 79.87 81.19 81.25 81.28 81.27 81.28 81.34 81.10 0.85 79.64 3 d100 c.a.77,90 Bp. A 03+60 03+80 81.40 81.25 81.47 81.42 81.30 81.60 81.40 81.55 81.35 81.47 81.30 920 (15m) 926 (25m) 50m) 70 798 1,528 36 726 36 51 40 646 40 41 644 37 644 40 41 25 60 37 644 40 645 1,528 70 1,407 51 25 1,550 32 1,606 37 720 60 733 231 231 231 A9 A9 B6 6 D1 D2 D3 SECTION B - B, M 1:20 EXTERIOR, M1:20 70 798 1,528 36 726 36 5 40 646 40 41 644 37 644 40 798 60 760 60 40 646 40 36 726 36 930 25 880 25 192 302 70 70 970 70 232 41 25 60 37 644 40 645 1,528 70 1,407 51 25 1,550 32 1,606 37 720 60 733 231 231 231 A9 A9 B6 D4 D2 D3 SECTION A - A , M 1:20 70 798 1,528 36 726 36 51 40 646 40 41 644 37 644 40 798 60 760 60 40 646 40 36 726 36 930 25 880 25 192 302 70 70 970 70 232 41 25 60 37 644 40 645 1,528 70 1,407 51 25 1,550 32 1,606 37 720 60 733 231 231 231 A9 A9 B6 B6 D4 D1 D2 D3 SECTION B - B, M 1:20 SECTION A - A , M 1:20 203 66 97 40 11 4 42 14 20 11 10 40 13 38 4 42 14 51 8 60 60 7 57 14 42 4 43 108 41 40 60 15 60 14 42 4 11 60 45 15 40 55 10 30 40....50 20....45 40 70....85 192 14 42 4 10 10 33 7 43 97 40 11 137 14 42 4 60 30....45 SECTION A - A, M 1:2 91 40 51 40 11 15 13 38 55 97 40 192 11 13 38 51 ~16 20 40 30....50 60 108 11 2 24 60 108 24 60 4 42 14 68 14 10 60 10 9 9 42 9 108 14 10 60 10 SECTION B - B, M 1:2 60 35 4 42 14 45 12 38 49 59 203 66 97 40 11 4 42 14 20 11 10 40 13 38 4 42 14 51 8 60 60 7 57 14 42 4 43 108 41 40 60 15 60 20....40 41 34 59 31 23 4 41 14 20 11 10 10 25 11 97 40 55 192 28 10 30 12 11 40 13 38 91 51 13 38 14 42 4 11 60 45 15 40 55 10 30 40....50 20....45 40 70....85 192 14 42 4 10 10 33 7 43 97 40 11 137 14 42 4 60 30....45 10....20 60 4 42 14 SECTION A - A, M 1:2 91 203 66 97 40 11 4 42 14 20 11 10 40 13 38 4 42 14 51 8 60 60 7 57 14 42 4 43 108 41 40 60 15 60 20....40 41 34 59 31 23 4 41 14 20 11 10 10 25 11 97 40 55 192 28 10 30 12 11 40 13 38 91 51 13 38 14 42 4 11 60 45 15 40 55 10 30 40....50 20....45 40 70....85 192 14 42 4 10 10 33 7 43 97 40 11 137 14 42 4 60 30....45 10....20 60 4 42 14 SECTION A - A, M 1:2 91 20....40 41 34 59 31 23 4 42 14 10....20 60 20 11 10 10 25 11 97 40 55 192 28 10 30 12 11 51 4 41 14 40 13 38 91 13 38 55 14 42 4 11 60 45 15 40 55 10 30 40....50 20....45 40 70....85 192 14 42 4 10 10 33 7 43 97 40 11 137 30....45 14 42 4 60 55 60 43 72 8 52 175 15 4 42 14 7 80 23 19 10 10 33 41 31 4 42 14 14 42 4 31 60 31 60 10 10 51 8 43 16 51 13 38 51 13 38 9 49 9 42 67 42 37 37 DETAIL D3, M 1:2 DETAIL D1, M 1:2 DETAIL D2, M 1:2 4 42 14 8 60 40 51 40 11 15 13 38 55 97 40 192 11 13 38 51 ~16 20 40 30....50 60 108 11 2 24 60 24 13 38 108 13 38 24 60 24 4 42 14 68 40 14 10 60 10 14 51 15 9 15 9 42 9 108 15 51 15 14 10 60 10 14 60 7 87 14 42 4 43 138 41 70 20 11 10 40 13 38 60 45 60 4 42 14 14 42 4 51 66 97 40 11 203 SECTION B - B, M 1:2 SECTION C - C, M 1:2 60 35 4 42 14 45 12 38 49 59 91 203 66 97 40 11 4 42 14 20 11 10 40 13 38 4 42 14 51 8 60 60 7 57 14 42 4 43 108 41 40 60 15 60 20....40 41 34 59 31 23 4 41 14 20 11 10 10 25 11 97 40 55 192 28 10 30 12 11 40 13 38 91 51 13 38 14 42 4 11 60 45 15 40 55 10 30 40....50 20....45 40 70....85 192 14 42 4 10 10 33 7 43 97 40 11 137 14 42 4 60 30....45 10....20 60 4 42 14 SECTION A - A, M 1:2 91 1.500 2.501 1.226 Romove 81.33 h=81.04 Excess embankment must be excavated and the slope repaired 9 h=80.71 G7 Pk 04+85 h=80.50 1st type 81.11 81.15 81.05 79.86 79.99 79.56 79.81 79.89 79.95 79.83 79.81 79.83 79.61 81.19 .26 81.10 80.85 79.64 79.63 79.40 79.60 80.27 80.55 80.52 80.97 81.14 81.04 80.96 80.88 79.82 79.44 79.86 80.34 79.78 80.89 81.03 81.26 81.13 81.24 81.24 81.06 80.92 79.96 79.49 80.99 81.03 80.91 80.74 80.58 80.66 80.95 79.65 79.78 79.63 80.67 80.33 80.42 80.58 79.85 80.06 79.70 80.44 80.57 80.56 80.53 SALA A Bp. montēta d100 d100 c.a.77,90 c.a.77,90 c.a.77,90 Bp. 1.18 81.21 81.10 80.92 81.00 80.80 80.86 80.68 0.71 0.56 530 531 Sala 534 920 (15m) 926 (20m) 926 (25m) ___H Sala 534 Pedestrian safety barrier H=1.00m, L=15m New bus stop pavilion 0.500 1.200 0.152 0.025 1:3.00 0.06 0.02 Gully Pipe DN 110 Concrete gutter Pebbles (fr.20-100) Existent asphalt concrete surface Street axis 0.150 3.50 0.750 2.000 0.025 BR100.20.8 BR100.30.15 1:1.75 0.06 Slope embanked with plant soil and anti erosion matting Concrete fondation B15 Concrete fondation B15 Existent asphalt concrete surface Street axis 4 cm 16 cm Fine-grained asphalt concrete Rammed ground Dolomite chips (fr.2÷4cm) window replacement project of administration buildings Window replacement project provides change of windows for historical Neoclassical building that has been built in two rounds: in middle 30ties and 50ties of 20th century. Since existent windows are original they don’t reach required energy efficiency and sound isolation. As building is erected in different years the detailing of frame profile is different even if the breakdown of windows and composition of facade looks similar and finishing of the façade is the same - granite. Project provides to keep the same construction, profile detailing, window breakdown, frame ma- terial and color of existent windows for main facades exterior frames while providing necessary requirements (Uf=1,8W/m2K). Windows facing to courtyard are designed as timber double-glazed windows (Uf=1,44 W/m2K) as visual authenticity is not so important. Responsibilities: - Surveying, photo fixation, research; - Drawings of existent situation and project drawings. . Coworkers: Arch. Daiga Cikanovica, Location: Latvija, Riga, Brīvības bulvāris 36 Project year: 2007 Window replacement project e x t e r i o r D 1 s e c t i o n a 9 s e c t i o n b 6 D 4 D 3 D 2 c h a n g i n G WINDOW
22. !"#ᄰ%&#ÿ'()& တ ᄰ *+,-* ./,/- *+ *+,.* ./,/. ./,/0 *+,+- .0,/1 .0,23 .0,4/ .1,2+ .0,23 .0,12 .1,.+ .1,.+ .1,44 .1,41 .1,30 .1,3. .1,33 .1,-/ .1,+3 ./,*+ ./,/3 ./,/2 ./,/2 *+,3+ ./,00 *+,-. *+,*. *+,*+ *+,.* *+,*. *+,-. *+,*1 *+,-0 *+,30 .1,0. .1,0* .1,0. *+,*3 *+,-4 *+,+/ ./,/1 ./,/3 ./,14 ./,13 ./,0/ *+,+* ./,// ./,1+ !"#ᄰ%&#ÿ'()& #$$$ $$$# %&'(& %')( *'*+ ,')( ,'(( ,('), &'-. %,'** ('++ *.'+- ! " " 5/,//6./,43 /$$$$$ /$$$$$ /$$$$$ $$$$$ / $$$$$ 0 $$$$$ 1 $$$$$ 2 2$$$$$ 1$$$$$ $$$$$1 $$$$$1 1 ÿ$$$$$ 1 ÿ$$$$$ $$$$$ 3 $$$$$ 3 $$$$$ 3 3$$$ 3$$$ 3$$$ 3$$$ $$$ 3 !>=ᑐ;<RP:C =DÿVDE%(FG&ÿV&#ᚰGኰGတ%"ÿ"LÿUᚰM(#ÿኰV&ᘐL'(F"ÿ#&#F&ᑠEG#C MUNICIPALITY HOUSE IN SALA’S REGION Construction project is non - residential building renovation and change of functions to municipality house of Sala Region. Build- ing was built in 80s for multi-service function of Sala kolkhoz. Part of it was not in use but some small stores, dentist and bakery were functioning. Municipality of Sala district decided to locate head office there. Requirement was to provide municipality office, library, marriage hall, rental space for offices, shop, hair salon etc. To achieve that it was necessary to change plan of existing building by removing most of existent walls and building new. Project provided new stairs and renovation of existent stairs. Project involves changing façade by adding new windows and one entrance. As well existent masonry walls thought to be insulated and rendered. The main entrance is organized at one of existent entrances from front square. There are separate entrances (exits) for library and fire evacuation. Responsibilities: - investigate and measure the existant building; - make architecture proposal for new function and cominicate with client; - make technical architecture drawings; - calculate materials and building elements, draw specifications; - organise engineering parts (electro installation, water supply and sewage, low voltage network, heating system). Project Manager: Arch. Daiga Cikanovica, Supervision by: Arch. Ainars Cikanovics Location: Latvija, Jēkabpils rajons, Salas pagasts, Susējas iela 9 Project year: 2008 Construction year: 2009/2010 Client: municipality of Sala’s region Non - residential building renovation / change of functions. e l e v a t i o n s S E S W N E m u n i c i p a l i t y h o u s e
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