vytis uza Ba degree

VILNIUS GEDIMINAS TECHNICAL UNIVERSITY FACULTY OF ARCHITECTURE DEPARTMENT OF ARCHITECTURE

Vytis Uža SPORTO CENTRAS MARIJAMPOLĖJE SPORTS CENTER IN MARIJAMPOLĖ Final project of bachelor studies

Study program of ARCHITECTURE, state code 61205M102 Field ARCHITECTURE

Vilnius, 2006

CONTENTS

1.

INTRODUCTION

2

2.

ANALYSIS OF ANALOUGES

3.

CONTENTS OF DESIGNED OBJECT

9

4.

URBANISTICAL CHARACTERISTIC OF SITUATION

9

5.

GENARAL PLAN SOLUTIONS

9

6.

FUNCIONAL SCHEME

9

7.

ARCHITECTURAL CONCEPTION

10

8.

FACADES FINISHING

10

9.

INTERIOR

10

2-8

10. STRUCTURE

11-12

11. BUILDING SERVICES

13-18

12. ECONOMICAL PART

19-25

13. REFERENCES

25

2

1. INTRODUCTION The task of the final project of bachelor studies is to design sports hall in Marijampolė. New sports hall is set next to the existing school building, dating from prewar times, so this project is an attempt to design modern sports building in respect of heritage.

2. ANALYSIS OF ANALOUGES The sports hall is designed on the basis of analysis of egxisting buildings of the same typology.

Aim of this analysis is to look through several examples of egxisting sports halls in order to get acquainted with their urbanistical and architectural solutions. 

Sports hall, Zug, Switzerland ( see Fig. 1-2 ) planning and construction period 1998-2001 m Arch. Betrix & Consolascio’s

Urbanistical aspect: The present building in the capital of the Swiss canton of Zug complements an existing ensemble that consists largely of other sporting facilities. Set in a heterogeneous urban environment, the new structure is turned at a slight angle to the neighbouring sports hall and ice rink. The sports hall and nearby secondary school are part of an attempt by the local authority to breathe new life into a desolate former industrial zone.

Architectural aspect: An industrial aesthetic was chosen for the hall’s exterior.Outwardly, the block betrays nothing it its internal function or organization. The shimmering, glazed external skin, which consists of two layers of U-section vertical glass elements with core insulation, changes colour according to lighting conditions. It allows neither views in nor out of the building, and no light escapes from the inside. Behind this skin, but set outside the 64 x 64 m square of precast concrete columns, is an inner boardwalk corridor. Set inside the square of columns is an elongated block in black-pigmented exposed concrete. This apparently simple volume contains a series of complexly interlinked spaces that house various functions. The two-flight staircase linking the three levels within this structure seems as if it were hollowed out of the monolithic black concrete block and opens up a space to the roof of the hall. As a contrast to this threedimensional enclosed staircase space, transparent galvanized steel stairs project from the outside of the gleaming, glazed building. Together with the entrance ramp, they may be seen as an attempt to link the hall with its surroundings.

3

Fig. 1 4

Fig. 2

5



Sports Hall in Uster, Swis ( see Fig. 3 ) planning and construction period 1997 arch. Camenzind Gräfensteiner

Urbanistical aspect: The site is marked by the movement through space.Motor way, access roads and pedestrian paths create this moving space in which along a central acces path the sports facility buildings are placed. The sports centre is following this patern and through addition of an access ramp enhances readability of the system.

The sport centre is orientated north and is placed softly on the side. Tapering areas like access ramp, promenade introduce feeling of movement into static non moving elements.

The three facades which faces the fast moving space(cars) are enclosed with a tight skin of glass. The south facade which faces the slow movement space (pedestrians) opens up with small scale elements and acts as an entrance filter for the two levels.

Architectural aspect: entrance level An entrance ramp leads the way up to the entrance for spectators and visitors. The entrance hall is defined by a warm up hall and by a pavilion as a free standing element. This pavilion contains the ticket office, public toilet and a snack bar for internal and external use.

From the entrance hall the visitors move onto the promenade from which the seating is accessible. For training the retractable seating is retained bacl allowing the full hall width of 27 m to be used. The entire building is designed for full disabled access. ground floor on the entrance level are all the back up facilities, like changing rooms, toilets , showers , situated for the sports hall. Although there is a main entrance for the athlete on this level, the changing rooms can also be directly accessed from the outside.

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Fig. 3 7



Sports Hall in Odate , Japan ( see Fig. 4 ) planning and construction period 1997 Shigeru Ban Architects , Tokio

Architectural aspect: Attached to a hospital in Japan, the hall serves as an instruction centre for sports therapy. In order not to overwhelm the small-scale existing developments the bulk of the structure was sunk into the ground. The visible oval dome spans a length of 28m and a width of 20m. Its outer surface is articulated with strips of sheet steel and translucent curved polycarbonate sheeting which allows ingress of natural light. On the underside the dome lined with laminated boarding radiates a surprising feeling of warmth.The domed shape was formed by using curved cross-beams with parallel lower and upper chords and with lateral bracing beams, thus creating a three dimentional lattice space.

Construction: The project uses LVL (Laminated Veneer Lumber) as a structural system. The difficulty of the project was to create the form of a 20 m x 20 m oval dome. Since LVL is a difficult material to mold into a three-dimensional shell figure, the first suggestion was to curve the LVL into a two-dimensional arch, and set many of them in such a way as to form a tree-dimensional oval form. The structural point of the material was also a challenge. The question was how this arch could span 20 meters with the load of snow that this structure would have to bear during the winter. To provide stronger support, the solution was to compose a space frame with LVL. In the short direction a pair of arches are set parallel to each other and placed to form the oval dome. In the longer direction, another set of arches along the long side are sandwiched in between the paired arches along the short side. The arches along the long side are set at such an angle so that they work as lattice members. Just as paper could surprisingly be a structural member depending on how it is used, thin plywood (LVL) can also be a structural element, which spans a distance beyond expectations. With this solution much less wood is used than in an ordinary dome structure using other wood lamination.

8

Fig. 4 9

3. CONTENTS OF DESIGNED OBJECT Two storey sports center consists of three major parts: administration block, rectangular plan hall and block of services. Administration block houses offices, sanck bar, vip and toilets on the gound floor and all the back up facilities (like changing rooms of players and personel) on the base floor. Rectangular plan hall interlinked with administration block provides sports activity space with two or one playing courts available. On the base floor there is a block of services attached to the back up facilities.

4. URBANISTICAL CHARACTERISTIC OF SITUATION Building was designed in Marijampolė in Armino street which is near important urbanistical axis of this small town . The plot of iregular shape of trapeze with prewar school building standing in it is surounded from three sides by access roads. Suroundings are the small scale 12 storey developments and the square with greenery. Placing the sports hall building on the site, with existing building in it , called for a simple form that wouldn’t surpass the scale of the school and the residential backdrop.

5. GENARAL PLAN SOLUTIONS There are two entrances to the plot: one for autos from Arnimo street and another access for buses of players from Sietyno street. Hall follows the orientation of existing school building facing Armino street. Main entrance (for visitors) is located in south- west facade. Another for players and personel in the south facade.Three evacuation exists is provided. In the court yard between school building and the hall two street ball fields are located.

6. FUNCTIONAL SCHEME Two storey center consists of three functional parts: administration block, rectangular plan hall and block of services. There are two main entrances on the gound floor. One for athlete and personel and one for visitors. Entrance hall for visitors leads to the promenade from which seating is accessible. For training retractable seating is retained back allowing the full hall width. Another entrance hall leads to the administration. Two-flight staircase and an elevator located in this hall link the ground floor with the base floor where all the back up facilities (like changing rooms etc.) and services are located.

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7. ARCHITECTURAL CONCEPTION Sports center consists of two interlinked volumes. These volumes housing different functions can be seen as dialouge between old and new. One volume following orientation and simple aesthetic of existing school building houses administration and all the back up facilities and another square shaped volume -playing courts. Sunk into the ground sports center doesn’t overwhelm existing school building and small developments nearby.

8. FACADES FINISHING Ventilated facades with timber and cetris panels cladding (see Fig. 8).

9. INTERIOR

Fig. 5 Interior of the main space is simple, dominated by exposed concrete walls, columns and roof constructions. Wooden floor of courts in contrast with industrial aesthetic gives feeling of warmth. Vip with its claret color and snack bar emphasizes entrance hall( see Fig. 5 ). Floor of the entrance hall and the promenade is made from polished concrete. In other spaces carpet and tiles are used.

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10. STRUCTURE The building has a reinforced concrete post-beam structure with combinated strip and pile foundations(see Fig. 6). The load-bearing external walls of the base floor consist of reinforced concrete and rigid foam thermal insulation(see Fig. 9).Outer walls of the ground floor don‘t bear any load and are of two types: with external cladding of cetris panels in the front facade and cedar strips cladding of the hall volume(see Fig. 8). The steel structure of the roof follows the minimal height (7 meters) required by the sports hall. Trussed girders with diagonal bracing are anchored onto the reinforced concrete columns(see Fig. 8).

DETA IL

DETAIL B

DETA IL

A

C

2

Fig. 6

12

Fig. 7 rigid-foam thermal insulation rooflig ht sealing layer

metal decking

vapour barrier bituminous coating DETAIL A

Fig. 8 metal truss sealing layer metal decking ventilated facade finish foam thermal insulation vapour barrier bituminous coating metal decking

rigid-foam thermal insulation vapour barrier bituminous coating

interior finishing DETAIL B

reinforced concrete column

13

Fig. 9 floo r

reinforced concrete wall

reinforced concrete layer

rigid-foam thermal insulation

concrete layer separating layer gravel

separating layer

layer

- 0 3. 0

rigid-foam thermal insulation thickened ground

DETAIL C foundati ons

2 11. BUILDING SERVICES 11.1 VENTILATION Building is mechanically ventilated. There are two AHU. One is placed on the roof to handle coffee-bar ,administration and vip (7206.48m続/h) on the ground floor and another to handle courts and back up facilities, like changing rooms etc. (15078.6m続/h) located on the base floor (see Fig. 10-11). Total air requirement is L = 22285.08 m続/h AIR AMOUNT CALCULATIONS BASE FLOOR ROOM TYPE,No.

AREA

AIR

DELIVERED AIR

AMOUNT AMOUNT , m続/h PER SQUARE METER CORRIDOR,1

153

-

-

DOPE CONTROL,2

22

5,4

118.8

PROCEDURAL ,3

20.3

5,4

109.62

FIRST AID ,4

17.5

5,4

94.5

TEAM CHANGING,5

51

18

918 14

TEAM CHANGING,6

51

18

918

SAUNA,7

60

7.2

432

GYM,8

56

10.8

604.8

PHOTOGRAPHERS ,9

13

3.6

46.8

PRESSMEN,10

15.4

3.6

55.44

PRESS CENTER,11

30.6

14.4

440.64

DANCERS CHANGING,12 22

18

396

COACH CHANGING,13

22

18

396

REF CHANGING,14

22

18

396

SECRETARIAN,15

22

18

396

WC,16

4.5

-

-

COURTS,17

1355

7.2

9756

EQUIPMENT STORE,18

130

-

-

BMS EQUIPMENT,19

12.4

-

-

ELECTRICITY INLET,20

12.4

-

-

WATER INLET,21

12

-

-

VENT. EQUIPMENT,22

65

-

-

TOTAL

15078.6

GROUND FLOOR ROOM TYPE,No.

AREA

AIR

DELIVERED AIR

AMOUNT AMOUNT , m³/h PER SQUARE METER ENTANCE HALL,1

101

25.2

2545.2

WC,2

39

-

-

TECHNICAL ,3

-

-

-

VIP ,4

36

14.4

518.4

15

VIEWING GALERY,5

132

25.2

3326.4

CAFE,6

19

-

-

LOCKUP,7

8

3.6

28.8

WC,8

2

-

-

KITCHEN ,9

12

-

-

CLOTHES,10

65

7.2

468

CORRIDOR,11

38

-

-

HALL,12

12.6

-

-

ADMINISTRATION,13

16

3.6

57.6

ADMINISTRATION,14

16

3.6

57.6

ADMINISTRATION,15

16

3.6

57.6

ADMINISTRATION,16

16

3.6

57.6

CARETAKER,17

13.4

3.6

48.24

RECEPTION,18

11.4

3.6

41.04

TOTAL

7206.48

TOTAL

22285.08

DUCT DIMENTIONING 

Base floor The section of the main duct : Circular duct: S = 15078.6 m³/h : 5m/s : 3600s = 0.837 m²; π r² =0.837m²; r = 0.51m; d = 1.02 m; Square duct: a = √0.837= 0.9 m;

16



Ground floor The section of the main duct : Circular duct: S = 7206.48 m³/h : 5m/s : 3600s = 0.4m²; π r² =0.4m²; r = 0.35m; d = 0.7 m; Square duct: a = √0.4= 0.63 m.

AIR CONDITIONING Conditioning system will be installed in coffee-bar, vip and offices on the ground floorr. The conditioning equipment will be placed on the roof near ventilation equipment.

11.2 HEATING & WATER SUPPLY Demand for heating is 351.08kW Heating and hot water is provided by city network. Inlets are located on the base floor. Heating is provided by radiant heating system. Heat transfer medium is water 75-55Cº. Heat emitters are radiators and floor convectors. Convectors are used in spaces which have French windows .

HEAT LOSS CALCULATION 

Through the building envelope: Φ = U·A· (ti-te); ti - 20°C, te - -23°C, Walls: U = 0.25 W/m²K; A = 819.6m²; ΦWAL = 0.25 · 819.6 · (20+ 23) = 8810.7W ~ 8.8kW; Windows: U = 0.5 W/m²K; A = 127m²; ΦWIN = 0.5 · 127 · (20+ 23) = 2730.5W ~ 2.7kW; Roof: U = 0.2 W/m²K; A = 2031m²;

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ΦROOF = 0.2 ·2031 · (22 + 20) = 17466.6W ~ 17.5kW; Total heat loss through the building envelope is ΦENV = ΦWAL + ΦWIN + ΦROOF = 29kW;



Through the ventilation: Φ vent= air*C air *Vmech*( tint-text )/3600 , kW; air - specific mass of air, 1,21 kg/m3; cair - specific heat of air, 1,00 kJ/kgK; Vmech - volume of mechanically supplied air, m3/h; T int – inside temperature; T ext –outside temperature; Φ vent= 1.21*1*22285.08*(20-(-23))/3600=322.08kW;

TOTAL HEAT LOSS: ΣΦ = ΦENV + ΦVENT = 351.08kW

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Fig. 10

Fig. 11

19

12. ECONOMICAL PART 12.1

BUILDING COST ESTIMATION The costs’ estimation is based on general recommendation of the Ministry of

Environment of the Republic of Lithuania and aggregate rates facilitated from 2006.

Estimate cost of the building construction includes direct costs related to the project and indirect costs supposed in the contract agreements. Direct costs are material costs, labor cost, social taxes and transport/ mechanical means, cost of the building lot. Indirect costs are additional costs (inc. overheads), and estimated profit (inc. risk compensation and premium).

Project development costs are calculates as percentage from the cost of building lot and cost of construction. Finally, the reserve (miscellaneous) is accounted as percentage from total cost of building lot and cost of construction.

1. ( A ) CONSTRUCTION COST (as direct costs) 318Lt/ m³* 19512.3 m³ = 6 204 911.4 Lt The rate per m³ is based on building construction aggregate rates “Statinių statybos skaičiuojamųjų kainų palyginamieji ekonominiai rodikliai” according to the specific „administrative building“.

2. ( B ) COST OF THE BUILDING PLOT (as direct costs) 10% from the construction cost : 6 204 911.4 Lt *10% = 6 204 91.14 Lt 2. ( C ) INDIRECT COST: Indirect costs could be calculated in two ways: version 1 16% from direct cost (A+B): 6 204 911.4 + 6 204 91.14 = 6825402.54*16% = 1092064.4 Lt version 2 2.1 Overheads - 45% from workers‘ wages Workers‘ wages are 20% from direct costs:

6 204 911.4 *20%=1240982.28 Lt ;

Overheads: 1240982.28 *45%=558422 Lt 2.2 Estimated profit: 8% of direct and overhead cost (6 204 911.4 +558422)*8%= 541066.672 Lt Indirect costs: 558422+541066.672 = 1099488.672Lt 20

The difference in the results not too large, for further calculations could be used 2d version results 5. ( D ) PROJECT DEVELOPMENT COST 5% from the object’s estimated cost and the cost of building lot: 6825402.54*5%=341270.127Lt 6. RESERVE as the expected duration of the building construction should be above 1 year, the rate of reserve is 10% from the object’s estimated cost and the cost of building lot: 6825402.54*10%= 682540.254Lt 7. ( E ) ADDITIONAL COST, 45 % from working wages ( W ); 60% materials and transport from direct cost; 60% * ( A + B ) = 6825402.54* 60% = 4095241.524; 40% worker’s salary from ( A ) = 40% * 6 204 911.4 = 2481964.56 = ( W ) 45% from ( W ) = 45% * 2481964.56 = 1116884.052 = ( additional cost ) (A+B) + ( W ) = 6825402.54+ 2481964.56 = 9307367.1 9307367.1* 8% = 744 589.368 ( profit ( E )) Sub total costs( A + B + C + D + reserve) without VAT : ( A + B + C + D + reserve) = 6825402.54+ 1099488.672 + 341270.127+ 682540.254Lt =8 948 701.59 VAT 18% = ( A + B + C + D )* 18% = (6825402.54+ 1099488.672 + 341270.127) * 18%= = 1487909.04 TOTAL ESTIMATED COST: 8 948 701.59+ 1 487 909.04= 10 436 610.63Lt

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12.2

MAIN TECHNICAL AND ECONOMICAL INDICATORS

Plot area Built area Total area Volume of the building Height of the building from 0.00 Number of storeys Parking Seats available

14408 m2 2522 m2 2714.9 m2 19512.3 m3 7.50 m 2 68 cars +5 buses 835

Average costs of constructed space Cost of 1m2 of the building: 3844 LTL Cost of 1m3 of the building: 534LTL

12.3 PROJECT DEVELOPMENT AGREEMENT THIS AGREEMENT made effective as of the _____ day of May , 2006 BETWEEN: Joint Stock Company “Sportas ”, Ltd. as a company incorporated under the laws of the Republic of Lithuania, and having an office at the City of Vilnius, represented by Director of the Company Mr.J.Jonaitis (the "Owner") OF THE FIRST PART - and Architect Mr. VYTIS UŽA (the "Developer") OF THE SECOND PART General obligations WHEREAS: 1. The Owner was incorporated for the purposes of the project development under terms of references described and approved by PROF. L. P. ZIBERKAS, the chairman of the Department of Architecture on 10/04/05 The title of the Project SPORTS CENTER IN MARIJAMPOLĖ 2. The Developer provides following services: Project versions’developed for the review, selection and approvement by the CEO, and following the selection procedure and its results the Developer is responsible to complete the Project.

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3. The Developer is experienced in the development of such projects, and the Owner wishes to engage the Developer to provide such development and supervision.

NOW THEREFORE THIS AGREEMENT WITNESSES that in consideration of the mutual covenants and agreements contained in this Agreement and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged by the parties, the parties hereby agree as follows: DEFINITIONS In this Agreement unless there is something in the context or subject matter inconsistent therewith: (a) "Architect" means Mr. Vytis UĹža or any successor thereto engaged with respect to the Project and engaged in the practice of architecture; (b) "Completion Date" means the date when: (i) the Architect for the Project has certified that work on the Project is substantially complete; (c) "Developer" means Mr. Vytis UĹža (g) "CEO" means the Committee of Executive Officers established for the selection and aprovement purposes; (h) "Owner" means the Owner; (i) "Project" means the building to be developed for the Owner; (j) "Services" means the total project development procedures.

PERFORMANCE OF THE SERVICES The Owner hereby engages the Developer as development manager of the Project to perform the Services and the Developer hereby undertakes and agrees to perform the Services on behalf of the Owner and fulfil all of the obligations of the Developer pursuant to this Agreement, such engagement to continue until the later of the Completion Date.

Financial provisions (Obligations regarding costs) 4.

Cost of the Project development agreed as 341270.127Lt

5.

VAT (18 %) by the amount mentioned in the item 4 as the Total Cost of the Project.

6.

The Total amount of the Agreement should be payied after completion (Cost of the

Agreement included VAT) 7.

The Calculations for financial provisions are attached.

Misscelaniouse (other expenses) 8.

The list of expences is attached.

If additional expenses related to the Project development not included into initial list, then the Developer should inform OWNER about relevance additional expences or any changes in the budgeting and consider reimbursment.

Payment procedures Payment procedures are set out and correspond to the following options:

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9.

The OWNER pays to the DEVELOPER FULL COST OF THE PROJECT

DEVELOPMENT UNDER THIS AGREEMENT UPON COMPLETION DATE ACCORDING AUTHORISED FINAL STATEMENT. 10.

The OWNER reimburse to the DEVELOPER ALL OTHER EXPENSES RELATED TO THE PROJECT UPON COMPLETION DATE ACCORDING PAYMENTS AND OTHER SUPPORT DOCUMENTS. Termination (duration) of the Agreement 11.

The Completion Date for the Project development under agreement before 17/06/05.

The finishing date is the writing statement authorised by both parties about all results transfer and acceptance 12.

The DEVELOPER should complete all services before completion date 17/06/05, and provide full set of documentation. The Project acceptance date is the of OWNER’authorised Transfer Statement.

Finishing, reporting and results transfer (assigment) 13.

14.

The contracting work is over if both PARTIES sign final Transfer Statement.

The DEVELOPER provides and the OWNER accepts final project documentations.

Liabilities and Property rights 15.

The OWNER CANNOT MAKE ANY ORDERS FOR SEVICES RELATED TO THE PROJECT FOR OTHER DEVELOPERS WITHOUT INFORMING DEVELOPER AND RECIEVING HIS WRITTEN APPROVE. 16.

The DEVELOPER shall assume sole liability TOWARDS THIRD PARTIES WITHOUT INFORMING OWNER AND RECIEVING HIS WRITTEN APPROVE. 17.

The property liability of the OWNER is to carry out and to pay to the DEVELOPER ALL CHARGES FOR ANY PAYMENTS DELAY. 18.

The property liability of the DEVELOPER is to carry out and to pay to the OWNER ALL CHARGES RELATED TO THE DEVELOPMENT SERVICES PROVISIONS OR COMPLETION DATES DELAY.

The implementation period of the Agreement, suspension, force mageure and the end date 19.

IF PARTIES UNABLE TO FILFUL ANY LIABILITIES UNDER THIS AGREEMENT THEY SHOULD INFOM ANOTHER PARTY, AND IF THERE ARE OTHER THE PROJECT INVOLVED PARTNERS

Conflict of Interest 20.

ALL PARTIES UNDERTAKE TO TAKE ALL PRECAUTIONS NECESSARY TO AVOID CONFLICT OF INTERESTS, SOLVING UPON MUTUAL AGREEMENT, OR BY ADMINISTRATIVE COURT OF THE REPUBLIC OF LITHUANIA.

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Annexes of the Agreement 21.

There are following Annexes of the Agreement (including No): 1. Terms of the Project Development; 2. Project Cost Calculation; 3. The list of other expenseses related to the Project.

ADDRESSES OF PARTIES

The Ownere’s address: __________________ Bank:

The Developer’s address: TAIKOS 91-12 LT 5200_ VILNIUS_______ Bank: SWEDBANK

Bank code

Bank code LT 73000

The Owner

The Developer VYTIS UŽA

_________________________ Signature Official Stamp

_____________________________ Signature

13. REFERENCES    

Ernst Neufert. “Architects’ data”. D. Britanija. 1980. http://www.camenzindgrafensteiner.com/projekte/textusteren.html http://www.b-c-arch.ch/ http://www.detail.de/

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