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SPRINKLER INSTALLATION - SHELL & CORE

________________________________________________________________________ ADRIATIC MARINAS

Nr. Description Unit Quantity A 1 Wet Sprinkler valve DN100 sets 2 with globe valve DN100,

pressostat for supervision of the clapper condition,

with retard chamber 2 pressure gauges, drainage valve and valve for testing alarm bell and leveling pressure in front and behind from sprinkler alarm valve clapper Producer: ANBER GLOBE or equivalent 2 Water motor alarm sets 2 intake 3/4", output 1" fittings set with impurity separator 3/4" Producer: ANBER GLOBE or equivalent 3 Concealed, pendent nozzles, quick response pieces 0 3mm glass ampoule 68°C, K=80, FM,UL 1/2" NPT external thread, white colour GL HP type Producer: ANBER GLOBE or equivalent 4 Concealed, pendent nozzles, quick response pieces 0 3mm glass ampoule, reserve 68°C, K=80, FM,UL 1/2" NPT external thread, white colour GL HP type Producer: ANBER GLOBE or equivalent 5 Upright nozzles, standard response pieces 482 5 mm glass ampoule 68°C, K=80 1/2" NPT external thread, finishing brass Producer: ANBER GLOBE or equivalent 6 Upright nozzles, standard response pieces 12 5 mm glass ampoule, reserve 68°C, K=80 1/2" NPT external thread, finishing brass Producer: ANBER GLOBE or equivalent



7 Concealed sidewall horizontal nozzles pieces 0 extended coverage, quick response 68°C, K=80, UL 1/2" NPT external thread, colour white GL5613, 16'x18' type Producer: ANBER GLOBE or equivalent 8 Concealed sidewall horizontal nozzles pieces 0 extended coverage, quick response, reserve 68°C, K=80, UL 1/2" NPT external thread, colour white GL5613, 16'x18' type Producer: ANBER GLOBE or equivalent 9 Concealed pendent nozzles pieces 0 extended coverage, quick response 57°C, K=80, UL 3/4" NPT external thread, colour white Model GL8104, 20'x20' Producer: ANBER GLOBE or equivalent

10 Concealed pendent nozzles pieces 0 extended coverage, quick response, reserve 57°C, K=80, UL 3/4" NPT external thread, colour white Model GL8104, 20'x20' Producer: ANBER GLOBE or equivalent

11 Key for installing nozzles pieces 2 1/2" Producer: ANBER GLOBE or equivalent

12 Reserve nozzles cabinet pieces 4 Capacity 12 sprinkler nuzzles Producer: ANBER GLOBE or equivalent

13 Flow meter with indicator for DN100 sets 2 VENTURI type Qmax=1515 l/min Qmin=0 l/min Producer: ANBER GLOBE or equivalent

14 Flow switch DN100 pieces 1



Producer: ANBER GLOBE or equivalent

15 Flow switch DN80 pieces 6 Producer: ANBER GLOBE or equivalent

16 Flow switch DN65 pieces 0 Producer: ANBER GLOBE or equivalent

17 Flow switch testing kit pieces 7 input 3/4 , K 30 factor Producer: ANBER GLOBE or equivalent

18 Globe valve pieces 0 DN 150 with possible position monitoring Producer: ANBER GLOBE or equivalent




22 Strainer Y type pieces 2 DN150 Producer: ANBER GLOBE or equivalent

23 Check valve pieces 1 DN100 Producer: ANBER GLOBE or equivalent

24 Backflow preventer pieces 1 DN100 Producer: ANBER GLOBE or equivalent



25 Supervisory switch pieces 16 giving information about valve position (open/partly closed) Producer: ANBER GLOBE or equivalent

26 Test valve DN 25 with pieces 1 K=80 factor Producer: ANBER GLOBE or equivalent

27 Ball valve, DN50 pieces 19 Producer: ANBER GLOBE or equivalent



30 Fire department connection pieces 1 input 1xDN100 NPT, outlet 2xDN65 NST with clapper inside the joint Producer: ANBER GLOBE or equivalent

31 Quick link (Storc) pieces 2 DN65 NST Producer: ANBER GLOBE or equivalent

32 Quick joint with chain (Storc) pieces 2 DN65 Producer: ANBER GLOBE or equivalent

33 Pressure gauge 0-16 bar pieces 2 1/2", 100mm Producer: ANBER GLOBE or equivalent

34 Three-points tap R1/2" pieces 2

35 Drainage set Pipes coated with zinc DN50, sets 2

Pipe coated with zinc DN25, fittings coated with zinc

funnel at sprinkler valve funnel at alarm bell Conducted to the nearest drain



36 Steel weldless black pipes JUS C.B5.221

31.1 DN150 (168,3x4,5 mm) m 12 18,5 kg 222

31.2 DN100 (114,3x3,6) m 60 9,9 kg 594

31.3 DN80 (88,9x3,2 mm) m 1312 7,83 kg 10272,96

31.4 DN65 (76,1X3,6mm) m 6 6,83 kg 40,98

32 Steel weldless black pipes JUS C.B5.225

32.1 DN 50 (60,3x3,6 mm) m 30 5,33 kg 159,9

32.2 DN40(48,3x3,25) m 240 3,6 kg 864

32.3 DN32(42,4x3,25) m 540 3,1 kg 1674

32.4 DN25(33,7x3,25) m 2400 2,5 kg 6000

33 FITTING (black) JUS M.B6.821 Elbows (90°, 1,5D)

33.1 Elbow 90° DN150 (168,3x4,5) pieces 2

33.2 Elbow 90° DN100 (114,3x3,6) pieces 12

33.3 Elbow 90° DN80 (88,9x3,2) pieces 45

33.4 Elbow 90° DN65 (76,1x3,6) pieces 2



Tees

33.5 Tee DN100 (114,3x3,6) pieces 2

33.6 Tee DN80 (88,9x3,2) pieces 18

33.7 Tee DN65 (76,1x3,6) pieces 1

38 Flange PN10/16, DN150 pieces 6

39 Flange pieces 26 PN10/16, DN100


41 Flange pieces 4 PN10/16, DN65


43 Blind flange pieces 12 PN10/16, DN100

44 Blind flange PN10/16, DN80 pieces 19

45 Blind flange pieces 7 PN10/16, DN65

46 Elements for bonding and sealing for flanges sets 7 PN10/16, DN150






50 Concentric reductions: 50.1 DN100/80 pieces 2 50.2 DN100/65 pieces 1

51 FITTING (coated with zinc) Elbow 90°

51.1 Elbow 90° DN50 pieces 10 51.2 Elbow 90° DN40 pieces 25 51.3 Elbow 90° DN32 pieces 20 51.4 Elbow 90° DN25 pieces 600

Tees

51.5 Tee DN50 pieces 6 51.6 Tee DN40 pieces 35 51.7 Tee DN32 pieces 96 51.8 Tee DN25 pieces 275

Reductions

51.9 Reduction DN 50/40 pieces 5 51.10 Reduction DN50/32 pieces 1 51.11 Reduction DN 50/25 pieces 6

51.12 Reduction DN 40/32 pieces 28 51.13 Reduction DN 40/25 pieces 41

51.14 Reduction DN 32/25 pieces 192 51.15 Reduction DN 25/15 pieces 750

Union joints

51.16 Union joint DN40 pieces 5 51.17 Union joint DN32 pieces 13 51.18 Union joint DN25 pieces 55

Joints

51.19 Joint DN25 pieces 750 51.20 Sprinkler flexible hoses DN25, 0,7m pieces 180

52 Basic color (2 coats) kg 150

53 Covering color (2 coats) kg 150



54 Pipe hangers Producer: HILTI DN100 pieces 160 DN80 pieces 136 DN65 pieces 28 DN50 pieces 6 DN40 pieces 70 DN32 pieces 90 DN25 pieces 816

55 Colector pipe supports Colector pipe support with anchor screws pieces 3

56 Threaded bars with steel plugs Threaded barM10 for the pipe DN100 pieces 160 Threaded barM10 for the pipe DN80 pieces 136 Threaded barM10 for the pipe DN65 pieces 28 Threaded barM8 for the pipe DN50 pieces 6 Threaded barM8 for the pipe DN40 pieces 70 Threaded barM8 for the pipe DN32 pieces 90 Threaded barM8 for the pipe DN25 pieces 816

CHIEF DESIGN ENGINEER M.Sc. Dragan Sekulović M.Sc.M.E.



C. EXECUTION



1. GENERAL CONDITIONS 1. Prior to subcontracting of the construction the Investor determines the eligibility of the contractor of works and then he handles over the construction through tendering, collecting of offers or by direct agreement. 2. The Investor and the Contractor of works conclude a Contract on the commencement of works. The contract contains the following: - Term for starting and term for finishing of works, - Method of payment of the executed works and contractual penalties, - Defects liability period, - Supervision by the investor over the execution of the facility, - Obligations of the contractor to construct the facility according to the approved

design and in accordance with the existing standards, technical instructions and norms.

3. The construction can commence only when the investor secures the approval for construction for the structure. 4. The investor is obligated to introduce the contractor of works with the job, which particularly applies to: - Handing over of the job site and the right to acess the job site; - Providing of connections for power, water, fuels and similar; - Handing over of technical documentation; - Handing over of approval for construction for the construction of the structure; - Providing of means for financing of construction of the structure and paying of

duties with giving of proof on the paid duties; 5. A separate minute is composed on the introduction of the contractor with the job and it is established in the works log book. 6. The contractor of works will properly keep the works loog book and the measurement book where he inscribes the data on the progress and the manner of construction of the structure. 7. The contractor of works reports the job site to the relevant authority which is authorized for the affairs of the construction inspection, at least 8 days prior to the intended commencement of execution of works. 8. The contractor of works is obligated, in a timely manner and in detail, to go over the design on the basis of which the contracted works are being executed and in accordance with the rules of the profession to test the regularity of the technical solutions. 9. The investor is obligated to give to the contractor of works all the required clarifications for the insufficiently clear parts of the technical documentation.



10. The contractor of works does not have the right to change the technical documentation. If the contractor notices flaws in the technical documentation then he is obligated to inform the investor in due course. 11. The technical documentation can be changed only with the approval by the investor and the designer. 12. The contractor of works is obligated to inspect the structure and to determine if and in what way, according to the design, were all of the construction works executed which are in connection with the execution of this installation. 13. If there are significant deviations from the design then the contractor of works is obligated to report the deviations in written form to the investor and to request from the Investor to adapt the design. 14. During the execution of works the contractor of works should: - To execute the works according to the technical regulations, norms and standards

which are valid for the subject matter installations; - To incorporate materials which are suitable to the prescribed standards, namely

materials which have certificates issued by a professional organization which is authorized for testing of such materials, to undertake, in a timely manner, measures for the safety of the structure, works, equipment, devices and installations, workers, passers-by, traffic, nearby structures and the environment;

- To abide the designs on the basis of which the approval for the construction of the structure was issued; to keep the job site clean;

- To secure with his control for the works to be executed in accordance with these requests in order to avoid harmful consequences which can occur because of irregularities during the construction of the structure.

15. The contractor of works is obligated to warn the investor of the observed/determined flaws in the materials and equipment which were stipulated by the design, as well as materials and equipment which the investor obtained/chosen. 16. The contractor of works is obligated to give proof on the quality of used materials, equipment and executed works, as well as to enable control to the investor. 17. During the execution of works the contractor of works is obligated to eliminate the noticed flaws in the given time frame. 18. The contractor is obligated to notify the other contractor, in a timely manner, on the circumstances which are of importance for the fulfillment of the contract. 19. For all additional and unforeseen works which were not contracted and the investor requests for them to be executed, the contractor will submit an additional offer and after the acceptance of the additional offer the works can be executed.



20. Supervision by the Investor: - The investor performs the supervision over works of the contractor with the purpose

of verification and securing of regular execution of works, especially in connection with the type, quantities and quality of works, materials and equipment, as well as stipulated terms;

- Supervision is performed by the person which is nominated by the investor for the supervisory authority and the investor notifies the contractor of works on the authorizations of the supervisory authority;

- The contractor is obligated to provide to the investor execution of supervision; all remarks by the supervisory authority are communicated in written form through the works log book.

21. Insurance, storaging and safekeeping of equipment and materials: - The contractor of works will bear all expenses for the insurance of equipment,

materials and works from the standard risks, up to their value; - The contractor is obligated to storage the equipment and materials and to safekeep

and maintain them until their placement and incorporation; - The contractor bears all costs for protection and safekeeping of the executed works

and placed equipment and incorporated materials and the risk of their damage, destruction, removal and deterioration.

22. Preparatory and finishing works: - The contractor is obligated, and at his own expense, to organize the construction

site, construct temporary structures for placement of equipment, materials, tools, workshop and manpower, as well as to provide the necessary machinery and the transport of workers and similar;

- The contractor is obligated, and at his own expense, to handover to the investor the as-built design, which includes all changes and additions which ensued during the execution of works, in the number of copies specified in the contract;

- Upon definitely executed works, the contractor is obligated, and at his own expense, to make diagrams and instructions for handling and maintenance of the whole installation or the facility, which were verified by the designer, and to deliver them to the investor, in the number of copies specified in the contract;

- Upon the completed works, the contractor is obligated, and at his own expense, to withdraw his manpower from the construction site, to remove the remaining materials, equipment and work tools, as well as to remove the temporary structures which he has built and to clean the structure and the construction site;

23.Guarantee for the quality of works: - The guarantee period for the executed works is 2 (two) years, unless specified

otherwise by the contract; - The contractor guarantees that the executed works, in the time of handover, are in

accordance with the contract, regulations and rules of the profession, and that they



do not have any flaws which diminish their value or eligibility for regular use, namely purpose;

- The guarantee period starts from the day of takeover of the executed works; - For the placed equipment the guarantee by the manufacturer of equipment is valid,

provided that the contractor is obligated to secure and to deliver the complete documentation on the guarantees, together with the handling instructions, to the investor. If the investor procured the equipment, then the investor is obligated to obtain the listed documentation for the equipment;

- During the guarantee period, the contractor is obligated, and at his own expense, to eliminate, in a timely manner, all flaws which occured because the contractor did not abide his obligations in connection with the quality of works and materials;

- If the contractor does not remove all flaws, in a timely manner determined by the investor, then the investor an give the job to another company and the previous original contractor of works will bear all the costs;

- The contractor is not obligated to eliminate those flaws which occured as a result of unprofessional handling and use, namely as a result of improper usage of the installation;

24. Takeover and final account of the executed works: - Upon the completion of works, the contractor of works notifies the investor that the

works which are the subject matter of the contract, are finished; - On the request by the investor or contractor of works, the supervisory authority will

form a commission for the technical review of the executed works; - Upon the completed technical review, the supervisory authority reaches a descision

on the use of the structure, and then the takeover of the structure and the executed works can be performed;

- Upon the takeover of the executed works the final account of the executed works is performed, with which the relationships between the investor and the contractor of works are clarified and the completion of mutual obligations is determined;

- The final account includes all works which were executed on the basis of the contract, including surpluses and shortfalls of works, as well as unforseen and subsequent works; each party bears the costs of his own participation in the making of the final account;

These agreement conditions are an integral part of the detail designa and are mandatory at all points for the contractor of works, unless it is regulated differently by the contract between the investor and the contractor. 25. All other relationships between the investor and the contractor of works are regulated by the contract.



2. TECHNICAL CONDITIONS FOR SPRINKLER INSTALLATIONS 2.1 INSTRUCTIONS FOR EXECUTION 2.1.1. The whole installation should be assembled according to this design upon

obtainment of approvals from the relevant authorities; 2.1.2. All pipes, pipeline bearers and equipment, prior to assembly, are to be immaculately

cleaned and protected with primary colour. 2.1.3. Check the impurities of the pipes from the internal side and if they are not

sufficiently clean they are to be cleaned with a wire brush. 2.1.4. All pipe elements, reinforcings and other equipment should, prior to placement,

have certified documentation, namely pipes for 16 bar and reinforcing for 10 bar. 2.1.5. Connecting of the pipeline is to be executed by welding and by screw thread

connections. 2.1.6. After completion of the whole assembly, test the installations for hydraulic pressure.

The installation should be tested for pressure larger for 50% from the working pressure.

2.1.7. The test for the required pressure is to be executed in the following manner: The pipe network is closed with sprinkler jets and on the other end close the valve f for water supply from the network. - Fill the network with water and aerate. - With a manual pump create pressure of 12 bar. This pressure is to be maintained

for 24 hours and potential pressure drops are to be controlled. The installation has satisfied the hydraulic test when in the required 24 hour period there were no pressure drops.

2.1.8. Upon completion of the test it is mandatory to create a minute which will be kept as

a permanent document. 2.1.9. After the completed assembly and the completed test of the installation for hydraulic

pressure, the installation is to be painted with the final coat of paint. 2.1.10. On a visible place place a sign plate with the inscription of the company which

executed the works together with the year of assembly.



2.2. TRIAL RUN, MAINTENANC, MANNER OF TESTING AND OCCASIONAL CONTROL OF THE SOUNDNESS OF THE INSTALLATION 2.2.1. Upon the completion of assembly and testing of the installations to hydraulic

pressure the functional trial run should be executed. 2.2.2. The functional trial run is to be executed in the presence of the representatives of

the investor and in the presence of the representatives of the contractor of works. The representative of the investor should be the supervisory authority and the representative of the contractor of works should be the chief of the construction site.

The test of the devices is to be executed in the following manner: - By putting flame near the sprinkler jet, - By opening the test valve on the valve station. In the first case during the test the following should be achieved: a) Leaking of water on the sprinkler jet in dispersed state, b) In a couple of denths of seconds the sounding of the hydraulic bell and sending the signal in the main control center, c) That the device is activated.

In the secnd case, by opening of test valve on the valve station the following should be achieved:

Items a), b), and c) from the previous case are repeated. 2.2.3. After the performed test, make a minute which will be signed by authorized persons

and they will keep it as a permanent document. The minute is to be delivered for inspection to the technical control.

2.2.4. When the extinguishing is completed then the device is placed in mobile stat. First,

the compressor is switched off, then the supply valve is closed, the sprinkler jet is replaced and then the water is drained from the network. When the network is empty, then the sprinkler station – sprinkler valve is brought into balance position. Then the compressor for maintenance of air pressure inside the pipeline downwards from the flap of the sprinkler valve is switched on.

2.2.5. Periodical inspections are executed in certain time spans, and they refer to the

following: - Functionality test; - Cleaning of the installation from potential impurities; - Replacement of valve or connection which leaks; - Cleaning of glass ampoules on the sprinkler jets.



2.2.6. The functionality test of the complete system is performed in the time period from one year and it belongs in the function of regular maintenance of the whole system.

2.3. CLEANING OF THE INSTALLATION 2.3.1. It is important for the water in the installation to be clear (without mechanical

impurities) so that the clogging of flaps would not occur. 2.3.2. Cleaning of the installation is to be executed annually. 2.3.3. All valves are to be lubricated and the connections which leak are to be fastened

and checked over. 2.3.4. Glass ampoules are mandatory to be cleaned from dirt once in three months. CHIEF DESIGN ENGINEER M.Sc. Dragan Sekulović M.Sc.M.E.

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