G. D. Arch d.o.o. MB 0596027 for the design, construction and construction supervision Livadićeva 35 10000 Zagreb, Velebitska 16 21000 Split Client: CEE-PROJECT d.o.o. Mažuranićevo Promenade 37 21000 Split Executor: G.D.-Arh d.o.o. Livadićeva 35, 10000 Zagreb Velebitska 16, 21000 Split Building: BUILDING on cp 13060/23, K.O. Lastovo Ubli (Dragovode) TD Number: 171-ARH-2008 Phase: MAIN PROJECT Content: Volume 1 ARCHITECTURAL DESIGN Chief designer: Emil Mogus, B. Arch. Designer: Emil Mogus, B. Arch. Director: Dario Gabric, architect. JMC 171/08 Zagreb, June 2008. A.1 - BOOK LIST OF MAIN PROJECTS 1st - Arhitekonski project - Designer: Emil Mogus, B. Arch., Ovl.br. 3196 - Design: GD-Arch Ltd.; Livadićeva 35, Zagreb Velebitska 16, Split - TD: 171-ARH-2008

2nd - Project building physics - Design: Zlatan Kljenak Engineer., Ovl.br. G 1093 - By: Office of the certified engineer. Construction Zlatan Kljenak Freedom Street 34, Split - TD: 07-F/08 3rd - Project construction - Design: Bozidar Marusic, B. Sc., Ovl.br. 366 - Design: N & N Project Ltd, Palmotićeva 7, Split - TD: 2029S/08 4th - Electrical Project - Designer: Lena Grgic, dipl.ing.el. - By: Electric Air Project - Split - TD: E-98/08 5th - Water Supply and Sewerage Project - Designer: Stella Pekas, B.Sc. Eng., Ovl.br. 1264 - Design: GD-Arch Ltd.; Livadićeva 35, Zagreb Velebitska 16, Split - TD: 171-VIK-2008 6th - Project engineering installations - Designer: Stella Pekas, B.Sc. Eng., Ovl.br. 1264 - Design: GD-Arch Ltd.; Livadićeva 35, Zagreb Velebitska 16, Split - TD: 171-STR-2008 7th - Project lifts - Designer: Denis Paleka, B.Sc. Eng. - By: Office of certified mechanical engineers Denis Paleka - TD: 111-112/08 8th - Display of fire protection measures - Designer: Emil Mogus, B. Arch., Ovl.br. 3196 - Design: GD-Arch Ltd.; Livadićeva 35, Zagreb Velebitska 16, Split - TD: 171-POZ-2008 Chief designer: Emil Mogus, B. Arch.

CONTENTS - LIST OF ATTACHMENTS A - GENERAL A.1-list of books the project 2 A.2-The decision on carrying out activities 5 A.3-6 Appointment of chief designer A.4-appointment of the designer architecture, 7 A.5-Solution Architect designer on entry into the chamber of architects 8 A.6-Declaration of Conformity main architect of the project 9 A.7-Statement of fire protection measures 11 A.8-program control and quality assurance 12 A.9-33 Estimated costs of construction A.10-34 Location permit B - TEXTUAL PART B.1-36 Technical description B.2 List-layer structure 41 B.3-46 Sizes C - GRAPHIC PART C.1-The situation on the geodesic surface M 1:200 C.2 Ground-ground M 1:100 C.3-GROUND FLOOR PLAN scale 1:100 C.4-first layout floor M 1:100 C.5-Layout 2nd floor M 1:100 C.6-loft layout scale 1:100 C.7-Ground Roof M 1:100 C.8-section A-A M 1:100 C.9-section B-B M 1:100 C.10-west facade of M 1:100 C.11-east facade M 1:100 C.12-south facade M 1:100 C.13 facade of the north-M 1:100 D - EXPENSE

A. GENERAL A.2 - RESOLUTION FOR THE CONDUCT OF ACTIVITY A.4 - RESOLUTION ON THE APPOINTMENT OF CONSULTANT ARCHITECTURE Pursuant to the Law on Physical Planning and Construction (OG 76/07) has been appointed: ARCHITECTURAL DESIGNER: EMIL possible, architect. No licensed architect. 3196 Slavko Kolar 21, 10410 Velika Gorica MARK SOLUTIONS: Class: UP/I-350-07/06-01/3196 Reg: 314-01-06-1 Zagreb, 06 September 2006. Project ID: RESIDENTIAL BUILDING cp 13060/23, k.o. Lastovo MAJOR PROJECT TD.BR: 171-ARH-2008 Duties and tasks of the designer in this decision of August 2006. vol. and lasts until the end of the project task. This solution is attached to the technical documentation that is submitted to the competent administrative authority for the issuance of building permits. A b r a z o l f e e nj: According to the cited provisions of the Act, the designer when creating technical documentation that the project is responsible for all or part of the project for which the preparation was appointed to satisfy the requirement of the Law on Physical Planning and Construction (OG 76/07). The designer is responsible for the correctness and completeness of each project in terms of technical solutions and regularity of expenditure, the computational accuracy, the mutual alignment of individual parts of the technical documentation and its completeness in terms of reference described in the operative part of the solution. Zagreb, June 2008. Director: Dario Gabric, architect.

A.5 - DECISION ON ADMISSION CONSULTANT IN CHAMBER A.6 - DECLARATION BY CONSULTANT CHIEF OF COMPLIANCE WITH THE TERMS OF THE PROJECT SPECIAL LAWS AND OTHER REGULATIONS INVESTOR: CEE-PROJECT d.o.o. Mažuranićevo Promenade 37 21000 Split Buildings: Residential buildings cp 13060/23; k.o. Lastovo DECISION ON ADMISSION CONSULTANT Class: UP/I-350-07/06-01/3196 Reg: 314-01-06-1 Zagreb, 06 September 2006. PHASE: MAIN PROJECT NO. TD 171-ARH-2008 Pursuant to the Law on Physical Planning and Construction (OG 76/07) and the Regulations on the contents of the statement of the designer on the conformity of the project and preliminary design by the relevant laws and regulations made by the named designer of inspection and control of documents pursuant to which gives STATEMENT No. 171-ARH-2008 design conformity with provisions of special laws and regulations which confirms that this project complies with: A. Location permit: Class: UP/I-350-05/08-01/192 Ref: 2117/1-09/4-08-02 of 07.03.2008. B. The provisions of relevant laws and regulations as follows: NATIONAL NEWSPAPER RH - Law on Physical Planning and Building 76/07 - Law on the Croatian Chamber of Architects and Engineers 47/98 - Statute of the Croatian Chamber of Architects and Engineers 40/99 - Law on Fire Protection 58/93, 33/05 - Regulation on risk assessment 48/97 - Law on Protection against noise and vibrations 20/03

- Ordinance on maximum permissible noise levels in environments where people work and live 37/90 - Law on Measurement Units 58/93 - Standardization Act 55/96 - Regulations on the maintenance and selection of fire extinguishers 35/94, 55/94 - Ordinance amending the Ordinance on the maintenance and selection of fire extinguishers 103/96 - Ordinance on Fire approaches 35/94, 142/03 - Regulations on the projects necessary to ensure accessibility to buildings for persons with disabilities and other persons with reduced mobility (NN 151/05) OFFICIAL LIST - Ordinance on the Croatian standards for electrical installations in buildings 68/88 - Regulations on the certification obligations typical elements of building construction on resistance to fire 24/90 - Regulation on standards for acoustics in buildings 67/89 - Regulation on standards for thermal technology in construction 69/87 - Ordinance on Safeguards of electricity in work areas and job sites 107/47 ISO STANDARDS - Nomenclature of fire protection U.J1.001 - Fire protection - fire load U.J1.030 - Fire protection - Materials testing zeal U.J1.040 - Fire protection - Fire resistance testing of chimney fires U.J1.172 - Fire protection - Fire resistance testing of floors Fire U.J1.110 - Technical requirements for the design and construction of facilities - Building acoustics U.J6.201 Design: The Designer: Emil Mogus, B. Arch. Emil Mogus, B. Arch. Director: Dario Gabric, architect. Zagreb, June 2008. GD-ARH doo, Livadićeva 35, Zagreb; Velebitska 16, split in accordance with the Law on Fire Protection, NN no. 58/93, 33/05 issue

A.7 - DOCUMENT No. 171-ARH-2008 FIRE PROTECTION INVESTOR: CEE-PROJECT d.o.o. Mažuranićevo Promenade 37 21000 Split Buildings: Residential buildings cp 13060/23; k.o. Lastovo DECISION ON ADMISSION CONSULTANT Class: UP/I-350-07/06-01/3196 Reg: 314-01-06-1 Zagreb, 06 September 2006. PHASE: MAIN PROJECT NO. TD 171-ARH-2008 Confirming that the fire protection measures implemented in the main project, made pursuant to that Act, the location permit Class: UP/I-350-05/08-01/192 Ref: 2117/1-09/4-08- 02 of 07.03.2008., technical norms and standards. Design: The Designer: Emil Mogus, dipl ing architect Emil Mogus, B. Arch. Director: Dario Gabric, architect. Zagreb, June 2008.

A.8 - PROGRAM CONTROL AND QUALITY ASSURANCE According to the Law on Physical Planning and Construction (Official Gazette no. 76/07) building products can be used for construction and maintenance of buildings only if it is proven their usefulness. Building products are usable if their properties meet the essential requirements for the building, which is proven: a certificate (certificate) of conformity or the supplier declaration of conformity. Building products that did not make technical regulations and standards or substantially deviate from them, are usable only if you have: technical approval or a certificate of examination. List of construction products for which the supplier must have proof of usability is determined by the Minister. CONSTRUCTION OF CONCRETE Contractor and construction elements of concrete and reinforced concrete must maintain records according to the Regulations, which proves the quality of materials, derivative works, and finished construction and other documentation provided by the project (Official Gazette 11/87). Concrete works are carried out according to the design and construction of concrete project. Prior to the commencement of works, producing the structure and elements of concrete, the project must be made of concrete containing: composition of concrete mix, volume and technical− requirements for a projected

class of concrete, concrete plan, organize, and equipment required to− perform,

mode of transportation and installation of concrete− mixtures,

− way of fostering built of concrete,

program control testing of concrete− ingredients,

control program concrete sampling and testing of− concrete mixtures and concrete

by the parties, plan mounting elements, the project scaffolds for− complex structures and elements

of concrete and reinforced concrete, if not specified in project construction and design for special types of skin. CONCRETE DRIVES For the production of concrete category B. II. used appliances that meet the conditions laid down in Croatian standard HRN U.M1.050.

AGGREGATES Transport unit includes all labor operations, storage of aggregates at the production site to a device for dispensing and mixing of concrete. Fraction of aggregates are transported and stored separately so as not to dirty, to remain unchanged particle size distribution and to avoid crushing the grain. Landfill fraction of aggregate is placed on the ground with a sufficient slope for drainage.

Not allowed to deposit the same place the same nominal aggregate fractions, a different origin and separation. CEMENTS Cement in bulk must be transported by means which are hermetically closed so that the transport is protected from wetting and other harmful influences. Bagged cement is transported in covered transport means. Bags will be loaded and unloaded so that it excluded the possibility of wetting. Each consignment of cement shall be provided with the data:

the type and class of cement,−

the origin or the company or− the name and place of business or registered sign manufacturers

the date of packaging,−

on the− quantity. Cement should be stored on site in a manner and under conditions that do not affect its quality. Cement is kept separately by species and used for making concrete in order of receipt on the site. It should not be used in cement, which is stored on site for longer than three months, if previous testing has not shown that the quality matches the prescribed conditions. In the same silo may be stored cements of the same type and class of the same cement factory. Cements of the same type and class from different manufacturers may be stored in the same silo only if previously proven that they are compatible and that their mixing does not adversely affect the properties and uniformity of concrete produced, as evidenced by tests. Admixtures Admixtures shall be identified by the law on Croatian standard HRN U.M1.034 and stored according to manufacturer's instructions. Appendices concrete inclined sedimentation or segregation should be homogenized before use, and during the use of homogeneity supplement must be constantly maintained. The homogeneity of concrete mixtures according to the regulations of the Croatian standard HRN U.M1.028. Data on quantities of ingredients designed to be administered in a blender must be a concrete facility visible place. To produce timed concrete concrete drive must be equipped with the technology appropriately. Concrete drive must have a report on the suitability of a concrete production operation and report on one testing device for dispensing according to the regulation of the Croatian standard HRN U.M1.050. ORGANIZATIONS AND PROJECTS FOR CONSTRUCTION OF CONCRETE The organization, equipment and projects to carry out concrete works on site must comply with the project construction and design of concrete. Concreting can begin

after the review:

− substrate,

− scaffolding,

plating,−

− reinforcement. Formwork and scaffolding Scaffolding and formwork shall be so designed and arranged that can take loads and impacts occurring in the works, without damaging subsidence and deformation, and to ensure the accuracy of the predicted structural design. Overshoot scaffolding and formwork shall be determined depending on the facility and its intended use and aesthetic appearance. For special and particularly complex objects overshoot scaffold determines the budget. Scaffolding and formwork shall be so arranged to suit the mode of installation, vibration, heat treatment and fostering concrete, the concrete project. Formwork must be such that during casting does not lose the ingredients of concrete. When the formwork is an integral part of the structure or its elements, and remains embedded in the structure, you should check its durability. If such a part of the shell plating or does not affect the structural capacity, ensure that its impact on the structure is not harmful. If the means for fixing the shell passing through the concrete must not adversely affect the concrete. Formwork should be done so that it can be easily removed without damaging the concrete. Inside page of formwork shall be clean and, if necessary, coated with a protective agent. The coating shell may not be harmful to concrete, must not act to change the colors of the visible surface of the concrete and the relationship between reinforcement and concrete and must not adversely affect the material that is subsequently applied to the concrete. Formwork is removed in stages, without an earthquake strikes and, when enough concrete hardens. If the construction project not otherwise, during the stripping strength shall be:

30% of the prescribed brand of− concrete in columns, walls and vertical parts of the formwork beams

70% of the prescribed brand of− concrete in slabs and beams of the lower parts of the shell

If the concrete element for stripping time loaded, the strength of concrete must meet the requirements for a particular brand of concrete structural design. When building technology required to support construction and after stripping, the timetable and manner of support shall be provided with concrete project. A special method of installation and special concretes may require special conditions for plating (underwater concrete, pumped concrete, etc.). For load-bearing elements in which the free length of 6 m, formwork is placed so that after its load remain camber size l/1000, where l is the range of elements. Before beginning the installation to check the dimensions scaffolding and formwork, and the quality of their preparation. VALVES

According to the Regulation on Official Gazette−technical standards for concrete and

reinforced concrete ∅11/87 for the reinforcement of concrete structures and

elements used in wire ( ∅ 12 mm) or rods (≤> 12 mm) of smooth steel (GA), high-quality natural hard ribbed steel (RA), the smooth cold drawn wire mesh reinforcement (MA). During transport and storage of steel should not be subject to mechanical damage, fractures at the site of closure and dirt that can reduce adhesion, and no loss of marks and to reduce cross-section due to corrosion. Transport and storage of prefabricated reinforced components and networks need to be done so that, in addition to the above, avoid stress and improper spacing reinforcing rods. Armour is bent in the cold condition and continues in the manner prescribed construction project. Steel for the reinforcement Quality fittings must be in accordance with the Regulations on technical standards for

concrete and Official Gazette 11/87 article 71 and the Croatian−reinforced concrete standards U.M1.091 HRN, HRN and HRN U.M1.090 U.M1.020. Before placing the valves must be cleaned of dirt, grease, corrosion scales, etc. Bearing fitting welded to the reinforcement facility, workshop or jobsite. Reinforcing rods can be welded if they are weldable by the law of the Croatian standard HRN C.K6.020. Welding and forging burner is prohibited. Weldness checked tensile and bending test specimen welds. Distance from weld start of curvature must be at least 10 cross-section profiles. When the reinforcing bars welded to the other steel elements of budget execution and control of such welds are performed in accordance with the regulations of welding, since the previous test check weldness reinforcement and steel elements.

Load capacity of welded pipes is proved by examining the regulation of the Croatian standard HRN C.K6.020. In the event that the contractor does not have evidence about the quality of fittings

must comply with the −Regulations on technical standards for concrete and reinforced concrete Official Gazette 11/87 article 71, or interpretation of Building Inspection and the Croatian IGH - Zagreb. The length and position of reinforcement bars with extensions overlapping sets up project structure. The strength and mechanical coupling deformijabilnost continue checking the previous examination. Places continuing reinforcement are designated in the plans of the valve. In order to ensure the designed position during the installation of concrete reinforcement is strongly associated with the required number of stops and the pads of the appropriate type. If the armature is placed on the ground, it is anticipated leveling, at least 5 cm thick. When installing galvanized steel elements should not come to contact with the reinforcement of these elements. After mounting the armature, and before the concrete contractor is required to notify the supervising engineer, who is obliged to conclude matches mounted armirature and approve concrete. Before you start casting the scorer must determine whether it meets the valve mounted in respect of:

diameter of rod geometry and− internal structural reinforcement provided for the

project, fixing reinforcement in the− formwork, mechanical properties: yield− strength and breaking boundaries. Valve that is dirty with concrete, cement mortar, etc. must be cleaned prior to concreting. INSTALLATION OF CONCRETE Concrete is built according to design of concrete. If the installation of concrete interruptions due to unforeseen circumstances (the incident), measures must be taken that such termination does not adversely affect the capacity or other properties of construction elements. If you interrupt the installation was not performed in the manner provided by the project, the contractor must:

roughened end surface of the− concrete,

clean the end surface of the− concrete,

− moisten, - Remove excess water from breaking the surface. Starting temperature of fresh concrete in the phase of installation should not be lower

than C.°+5 The highest temperature of fresh concrete that is not installed by special

procedures provided for Temperature C.°concrete must not be higher than +30

If the mean daily air temperature C to normal concrete curing is° C or higher than

+30 °is lower than +5 necessary to take special measures specified in the

Regulations on technical Official Gazette 11/87.−standards for concrete and reinforced concrete Concrete should be transported to inject into the casing in a manner and under conditions that prevent segregation of concrete and a change in the composition and properties of concrete. The design must incorporate concrete of such consistency that it can be well built and compact well laid by mechanical means for mounting. Fresh concrete shall not be subsequently added to water. The height of free fall of concrete shall not be greater than 1.50 m, if not taken necessary measures to prevent segregation. Concrete is installed mechanically, unless the liquid consistency. Spreading concrete vibrator in the plating is not allowed. The greatest distance from the mounting location of the final position in the compacted state does not exceed 1.50 m. Concrete is introduced in layers not higher than 70 cm. The next layer must be installed during the concrete provided by merging the previous layer. Concrete in multiple layers is mounted so that the top layer is vibrating, and the lower revibrira. Fostering built in concrete Immediately after casting concrete must be protected:

from drying out too quickly,− the rapid heat transfer between− the concrete and air,

by rainfall and flowing water,− vibration that can change the− internal structure and adhesion of concrete and reinforcing steel, and other mechanical damage during the initial setting and hardening. Concrete must be protected after installation to ensure adequate hydration on the surface to avoid damage due to early and rapid recovery. If the project is concrete unless otherwise specified, the cultivation of concrete must be at least 7 days or less from the time it takes concrete to achieve 60% predicted brand of concrete. PRODUCTION AND INSTALLATION OF CONCRETE IN THE SPECIAL CONDITIONS

Installation of concrete in the C is° C or above +30 °formwork or mold at outdoor temperatures below 5 considered to be concrete in special circumstances. For concreting in special circumstances must be provided special protection measures for concrete.

In plants in which envisages the C, before°production and installation of concrete outside temperatures below 5 the first frosts should be trained to check equipment that will be necessary for the manufacture and installation of concrete at low

temperatures. Aggregates must be resistant to frost, particularly when višeciklusnom freezing and thawing. Aggregates shall not contain organic additives that slow hydration of cement. Use of frozen aggregates are not allowed. In the selection of cement should be preferentially laudable cements with a lower standard consistency and quicker release of heat of hydration. Pozzolana cement with the addition of a rule is not used. Supplements may not slow down the hydration process at low temperatures, increase the water resistance of concrete and corrosion of steel in concrete. Effect of

additives on concrete C with the expected and° C to +20 °should be checked at a temperature of +5 double the amount of dosage. Before the first frost concrete must be at least 50% of the required strength. Concrete that will be exposed to exploitation at the freezing sea before the first frost to have the required strength and resistant to frost and de-icing salts. When the very cold days off panels or removes heat protection, should not come to a sudden cooling, and the outer concrete surface must be protected. When concreting at high temperatures the initial workability should be defined according to previously established loss of machinability during transportation and installation. If using retarders Curing and accessories to increase workability, their actions prove to be pre-selected samples of cement and concrete temperature is expected. Cement concrete and other ingredients that are built into the massive elements must

be such that the C.°temperature of concrete built in any case not higher than +65 Otherwise, take measures to cool the components of concrete or concrete in the cooling element. QUALITY CONTROL OF CONCRETE Every day when concreting is done it is necessary to take a sample of concrete for each type of concrete and every part of the structure by groups:

1 is based,−

2 columns,−

walls,−3

beams and plates.−4 One sample goes to a maximum of 15 m3 of concrete in the above groups (parties). Test results should be ordered so that one party comprises the above-mentioned group of structural elements. A detailed plan of sampling and quality control should be made to the contractor and the dynamic technology plan site. Quality control of concrete works should be entrusted to the registered companies. All details of control should be under the Ordinance on Technical Standards for concrete and reinforced

concrete Official Gazette 11/87.− After stripping is necessary to visually inspect

construction in case of occurrence of "nests", segregation, etc. FINAL EVALUATION OF CONCRETE IN CONSTRUCTION For concrete categories B.II. must be given a final assessment of quality of concrete, which includes:

documentation about taking in− lots of concrete,

opinion about the quality of− the built of concrete, which is given based on visual inspection of the structure, review of documentation on the installation and verification of results from the current records of production control with the results of control agreement with the terms of the quality. Based on the final assessment of quality of concrete in construction proves the safety and durability, or required additional proof of the quality of concrete. SUBSEQUENT prove the quality of the built in concrete Subsequent detection of the quality built of concrete is carried out by the law of the Croatian standard HRN U.M1.048 if the quality of concrete failed in terms of the quality required in the project design and if the quality can not be proven in terms of the provisions of this Ordinance, due to the small number of samples. If a subsequent investigation proved that the characteristic compressive strength of test is less than the required stamps concrete (MB) structural safety should be assessed by subsequent budget. Subsequent budget is checked whether the achieved characteristic strength of concrete construction meets safety in terms of these Regulations. If computational proof of the structure does not meet the construction or repair needs or if there is a possibility to reduce the allowable load. MAINTENANCE FACILITY Concrete and reinforced concrete structures must be able to maintain the designed safety and functionality. If there is structural damage, must take the necessary protective measures, including rehabilitation. Project construction is determined by the frequency of check-ups. Deadlines control inspections must not exceed:

10 years of public and residential− − buildings,

than 5 years for industrial− − buildings,

2− − years for bridges. The project includes check-ups, which include: a / by visual inspection, which included recording the position and size of flaws and cracks and damage important for structural safety, b / deflection control of the main structural elements of the structure under constant load If, on the basis of a review / determine the safety of the structure decreased compared to the projected security needs to be done to control the point b /.

In terms of medium and strong aggressive environment must be controlled by the state of the protective layer of reinforcement. STRUCTURAL STEEL Before starting work on the development of steel construction contractor will be the supervisory authority made available to workshop drawings. The supervising engineer should determine whether the workshop draft contains all the elements on which it can make a steel frame, and whether the designer of his signature confirms that the Shop Drawings are made in accordance with the concept of technical documentation to obtain building permits. Before making steel construction contractor should have in stock all the profiles listed

in the static income and quality of the ISO 57th/C.BO.003 If the market does not have steel grade and dimensions of the prescribed specifications, the contractor is required by the supervisory engineer of the designer to seek permission for the change in writing. In parts of steel structures in the welding workshop, the contractor should propose engineer welding technology and all equipment, machinery, tools and equipment with the evidence to suit BS, or that are certified by authorized organizations. Workers who spend welding should be approved. The Contractor shall inspect the seams after welding and to visually and measured. Control results will be made available to the engineer who must determine that the welds were carried out according to the dimensions specified in the design, and meets the terms of tolerances on dimensions, shape and weld quality. Supervising the construction engineer should write a diary reception welds. The contractor and the supervisory authority should review the structure during assembly and establish that the structure made of steel required quality and size, and that the structure has the dimensions and shape, and bow, all according to the project. This should make a report, the supervisor entered and verified in the building daily. The supervisor is required to inspect the construction after cleaning and approve the start of painting as well as type antikorozivnog funds. CONSTRUCTION OF WALLS OF BUILDINGS During the presentation of the walls of buildings, the contractor must adhere to the following measures: 1st Wall elements must be before use soak water, if you do not have the necessary moisture and if the masonry using cement mortar. 2nd The thickness of the horizontal joints shall not be greater than 15 mm. Width of vertical joints shall be not less than 10 mm nor more than 15 mm.

3rd Masonry must be run with regular masonry berths, a flap must be at least 1 / 4 the length of a constructed element. 4th If the masonry is performed during the winter period, they must take the necessary measures to protect against frost action. 5th Walls, whose performance has not been completed before the onset of winter frosts should be protected appropriately. 6th Any subsequent drilling or žlijebanje walls of buildings, which were not provided the project can be done only if the previous static calculation showed that wall strength after the drilling and žlijebanja not less than the capacity required by these regulations. Ožbukavanje walls of buildings can be run only when it is determined that the walls are done in accordance with the technical measures and conditions. The material of which the walls are made of buildings must comply with applicable standards. Notwithstanding the walls of buildings may be inferred from material that did not adopt the standard, if the certificate (certified agreement), issued by a professional labor organization registered for the activity which must include examination of such material, confirmed that such material could be used to perform the appropriate type walls. FINAL WORKS IN CONSTRUCTION Under the final works in construction include:

parquet− facade works,−works

Kamenorezacka− insulation works − works

− gipsarski works−locksmithing,

− ceramic works,−plumbing works,

− ,−carpentry, painting works

− Glazier works,−Roletarski works

works antikorozijskoj− podopolgački works − Protection. Under the facade works (HRN U.F2.010) is facing facade surfaces and noble plastic mortar and facade paints and coatings to protect against rain, heat and sound effects, fire and removal of deposits and difuzirane steam. To create a facade can be used all the materials that are certified or tested for effects of chemical and physical impact of ISO U.F2.010. From traditional natural materials such as binders commonly used lime and cement, and the newer synthetic resin material. Under Kamenorezacka works include covering the external and internal surfaces of the stone. Lining of stone or stone cladding can be run dry or the wet. The shape and size classification of natural stone for cladding are regulated by the provisions of ISO B.B3.200 Under gipsarskim work includes fabrication and processing of plastering walls and

ceilings, all the techniques in plaster - plaster, ceilings rabiciranje at one level or multiple levels of processing in plaster - plaster, plasterboard production of plastic products (strips, rosettes, capitals, rates, etc.) assembly of finished plates of plasterboard, suspended ceilings of making decorative plaster panels and making the interior walls of plates of different thickness. Under the ceramic works includes coating the interior walls and floors, ceramics tiles. Tiles (for construction) may be visible on the surface exposed to outside influences clinker sinterglazirane or unglazed, matte or glossy smooth or embossed, and are placed on the prepared surface of cement mortar or adhesive. Materials, ceramic tiles etc., which are delivered or installed on the building must be new and must match the existing ISO quality and for certain tiles dimenzije.Ukoliko no BS, they must be from the proposed attest to determine certain characteristics of which may not differ ( the technical requirements for carrying out finishing works in construction). Under the painting works (HRN U.F2.012) is processing external and internal surfaces of walls and ceilings, surface preparation and coating lowfat silicate, emulsion, dispersion and plastic coatings, hand tools for painting or machine. Bases can be made of concrete, plaster and materials of organic origin. Under the painting works include treatment of the interior surfaces of floors, stairs, exterior and interior doors, hardware, sheet metal, shutters, metal structures, radiators and central heating. The works are performed manually and mechanically. For painting works of this material is used: primer - primer, oil paints and special dispersion paints, synthetic paints, oil paints, varnishes and more nitro component and bituminous paints. Under PODOPOLAGAČKI works include works by Croatian law on the standards ISO U.F2.017 fall into PODOPOLAGAČKI (laying flooring linoleum, rubber, plastics and other materials). These floor coverings are in a warm and polutople substrates and are suitable for coating of floor area in high-rise buildings. Under the parquet works (HRN U.F2.016) is setting up the classical (solid) laminated parquet or tiles of agglomerated cork, typing, pasting or passing on the blind, blindit or any other surface. In these works also include works on finishing - abrasion and polishing of parquet. Under the insulation works include all types of thermal and sound insulation, including the construction of courses for equalizing pressure difuzirane steam and vapor, and works to protect the layers of various types of hydraulic installations. Under the locksmith (HRN C.B4.011, 030, C.B0.500 HRN, HRN B.C3.025) includes fabrication and erection of windows, doors, steel aluminum bulkheads and other hardware and steel structures. Under the plumbing works (HRN C.B4.020, 081, ISO C.E4.040, C.D4.500 HRN, HRN C.C4.020) includes all types of coverage and flashing sheet structures in civil engineering, fabrication and installation of metal elements Drainage of rainwater from

the roof and vent pipes and similar passages, and treatment of openings, etc. Under joinery (HRN D.E1.010, 011, 020, 100, ISO D.E8.193, 235) includes fabrication and installation of all types of building wooden joinery. According to the installation site carpentry is divided into external and internal, according to the classical method of installation and the installation of "dry" installation. Under Roletarski works (HRN U.F2.022) is fabrication and installation of all types of blinds (screening) in the form of blinds and curtains that are placed on a bright object with holes inside and outside or between the glasses. Blinds - blinds can be made of different materials and different systems. Under Glazier works (HRN U.F2.025) include: 1st cutting all kinds of building glass, intended for further processing or incorporation, 2nd grinding flat glass of all kinds, intended for installation, 3rd installation of all types of building glass in all types of buildings in different variants, with respect to the use of sealing material and the frame in which it is fitted. Under corrosion protection includes protection against corrosion of hardware, steel structures in construction, appliances and equipment and other metal parts of the building, means coated, hot dip galvanizing, bonding and cathodic protection. Protection of steel structures is carried out according to the Regulation on technical conditions and measures for protection of steel structures against corrosion ("Official Gazette" 32/70). Protection of concrete and reinforced concrete structures is carried out according to the Regulation on technical conditions and measures for the design and construction of concrete and reinforced concrete structures in areas exposed to aggressive water and soil ("Official Gazette" 32/70). Under the lowered ceilings are all types of ceilings that are running (mounted) below the existing ceiling. These ceilings are set for functional or aesthetic reasons, and must meet the requirements of a functional purpose. Suspended ceilings can be metal, wood, plaster, from plastics, mineral materials, etc. Under light barriers imply - dismantling barriers of lightweight materials of different composition, with the appropriate physical properties to use the space. To perform the final work in the construction industry and apply the following rules: 1st Regulation on technical measures and conditions for the protection of steel structures from corrosion ("Official Gazette" 32/70) 2nd Regulation on technical measures and standards for hydrocarbon waterproofing of roofs and terraces ("Official Gazette" 26/69) 3rd Regulations on technical standards for the protection of high rise buildings on fire ("Official Gazette" 7 / 84)

4th HRN U.J6.201. Building acoustics. Technical requirements for the design and construction of buildings, 5th HRN U.F2.010. Finishing work in construction. Technical conditions for performing façade works 6th HRN U.F2.011. Finishing work in construction. Technical conditions for Ceramic works, 7th HRN U.F2.012. Finishing work in construction. Technical conditions for performing ličilačkih works 8th HRN U.F2.013. Finishing work in construction. Technical conditions for performing ličilačkih works 9th HRN U.F2.014. Finishing work in construction. Technical conditions for performing tapetarskih works 10th HRN U.F2.016. Finishing work in construction. Technical conditions for performing parketarskih works 11th HRN U.F2.017. Finishing work in construction. Technical conditions for works by laying flooring, 12th HRN U.F2.018. Finishing work in construction. Acid resistance and protection in the industry. Coating of ceramic tiles. Technical conditions for works, 13th HRN U.F2.019. Finishing work in construction. Floating floors, 14th HRN U.F2.020. Finishing work in construction. Floating floors, wet method of installation. Solid cement slab, 15th HRN U.F2.022. Finishing work in construction. Technical conditions for performing roletarskih works 16th HRN U.F2.023. Finishing work in construction. Floating floors, a dry installation procedure, 17th HRN U.F2.024. Finishing work in construction. Technical conditions for performing the works of insulation on flat roofs, 18th HRN U.F2.025. Finishing work in construction. Technical conditions for performing staklorezačkih works 19th HRN U.F2.033. Finishing work in construction. Concrete slabs for applying semi-monolithic flooring based on synthetic resins. Technical conditions 20th HRN U.F2.034.Završni construction works. Construction works when applied monolithic flooring based on semi-synthetic resins. Technical conditions

21st HRN U.F3.010. Finishing work in construction. Panels and floor constructions of caustic magnesite. The definition and classification, 22nd HRN U.F3.030. Finishing work in construction. Rigid plate floating floor structure of caustic magnesite. Technical conditions 23rd HRN U.F3.040. Finishing work in construction. Single-layer and multilayer boards of caustic magnesite. Technical conditions 24th HRN U.F3.050. Finishing works in terms of performance grañevinarstvu.Tehnički teracerskih works 25th HRN U.F3.052. Terrazzo-ploče.Tehnički conditions for making and laying terrazzo slab, 26th HRN U.F3.060. Vinyl-asbestos flooring. Technical requirements for the decking, 27th HRN U.F3.070. Floors of mastic asphalt. Technical conditions for works, 28th HRN U.F7.010. Natural kamen.Tehnički conditions for coating tablets of stone, 29th HRN U.N9.052. Building prefabricated elements. Window metal benches .. Technical conditions 30th HRN U.N9.053. Drainage of roofs and buildings outside of the sheet metal elements. Technical conditions 31st HRN U.F9.054. Building prefabricated elements. Roofing sheet plane. Technical conditions 32. HRN U.F9.055. Building prefabricated elements. Flashing the outer parts of the building sheet. Technical conditions. GENERAL TECHNICAL REQUIREMENTS According to the installation site - design, finishing works are grouped according to these elements:

− roof with appropriate protection,

facade systems, and peripheral side− walls,

windows, patio doors, entrance doors and other− openings

interior− doors

− lightweight partition walls,

built-in furniture,−

− floor

finish and surface protection.−

Presenting the final work on some elements of the building (the building) must be provided:

− function

− resistance

stability−

Security−

− precision

− durability

− aesthetics

− rationality and efficiency

− hygiene - Technical Requirements

− quality Under the function of elements considered to be adjusting and alignment with the object and purpose of exploitation and the specific climatic and other atmospheric conditions established for the area where there is construction. stability of the works is considered the invariance color, shape and structure of materials and elements within the prescribed period. The stability of the final work presented is considered to be resistant to chemical and mechanical impact of building components. Security in the performance of the final work relates to the users of the building, passing, traffic, adjacent buildings and the environment, and the passers-by, the construction and maintenance of facilities, particularly in the use of materials that may endanger the life or health. Under precision implies accuracy in the performance of the final work on the elements of the building within the limits of tolerance. Deviations must be defined in the project, according to appropriate standards for all cases where the precision requirement for proper functioning and building elements. Elements of structure that is assembled or installed, particularly in the system of prefabricated construction, must be carried out according to appropriate technical regulations in force. These differences are reflected in the joint action, which must be such as to ensure:

simple and− free assembly

fit the modular− grid

possibility prescribed sealing and expansion− joints. Tolerance measures for the finishing touches to provide specific technical regulations for all works by this ordinance and the specific technical conditions are not covered. Under the durability of the final work is considered to be processed durability - built-in elements that are listed on the basis of specific technical requirements for certain types of finishing works. When making an investment - technical documentation must contain the elements of

the building, whose durability depends on the specific works to rebuild and to describe the procedure and specify the time interval in which to work on maintenance or replacement of certain elements of the building. When handover building investor or beneficiary must be written to warn engineer who works must be conducted within the regular maintenance of buildings and must be submitted to the instructions on maintenance, renewal or replacement of certain elements of the building. Perform the final work and a satisfying aesthetic and environmental conditions in exterior and interior. Execution of works must ensure the rational and economical solutions in terms of cost and in terms of maintenance costs - the exploitation of the building. In selecting materials for the performance of the final work must be paid to the hygienic and technical conditions, which means easy and simple to maintain in the exploitation and the prevention of injuries and possible adverse effects for users of buildings. Presenting the final work on the structures (elements) must be for each building to ensure the appropriate quality characteristics. Materials and devices, certain elements and parts that are used for carrying building elements must be provided with proof of quality. If you are certain buildings or parts of the prescribed conditions, the performance of finishing works such conditions must be met by applying the provisions of this Ordinance and the application of existing technical regulations which set forth specific requirements for the design and construction of these buildings. SPECIFIC REQUIREMENTS FOR MANUFACTURE, INSTALL AND TREATMENT OF CERTAIN ELEMENTS OF THE BUILDING ROOF The roof of the building and all parts of the roof must be constructed so that in operation continuously to ensure:

protection from weather conditions and− precipitation,

fire− protection,

− removal of atmospheric residue,

performance difuzirane money, if there is a risk of− condensation

thermal− protection,

impossibility of unauthorized entry of persons other− than invasion,

security developments in walkable roof without− special precautions

movement in rugged roof along with the prescribed− safety measures

physical impossibility - the mechanical and other− impacts that may arise from other special purpose roofs.

The roof must be designed so that under the given climatic conditions fully protect the building from outside influences. Notwithstanding the provisions of this Ordinance roof planes of buildings can have special measures to guarantee the stability of the roofing and the building itself and the safety of adjacent buildings, traffic and passers-by environment. For roofing materials can be used which are not listed if the instrument manufacturer or a certificate of conformity confirming that these kinds of blankets are physical - chemical properties of some of the existing cover and can be used as coverings for roofs of certain roof planes. Performing the roof must be provided fire protection engineer in accordance with regulations for fire protection. Besides other things, the roof must be located and adequate lightning conductor in accordance with the rules on technical regulations on lightning rods ("Official Gazette" no. 13/68). Atmospheric sludge removal system must be designed so that the sediment would be expected, given the climatic and atmospheric conditions in areas where building is located, is conducted without being able to penetrate the water outside the inlet, in accordance with the Croatian standard HRN U.N9. 053. Drainage of roofs and buildings outside of the tin elements. All care - flashings that connect with the wall roofing and other building elements, and parts of the roof used for the removal of atmospheric residue, regardless of whether the roof covering tight just above or from all directions, must be designed so that the predicted atmospheric sludge - precipitation can not reach the watering and casting roofing and other building elements or no penetration of water into the building (HRN U.N9.055.). The roof and parts of the roof must be designed and constructed so that the melting ice and snow remain on the roof surface of the water can not penetrate into the building, nor snow mass can glide uncontrolled series of roof planes (HRN U.N9.054. HRN and U.F4 .010). Pitched roof is tiled, asbestos or similar materials must be designed so that a blanket of snow protects the building from pollination and ingress of water during defrosting of roof surface. Perform roof that covers hydrocarbon waterproofing must be in accordance with the provisions of the Regulations on technical measures and conditions for hydrocarbon waterproofing and roof terrace (Official Gazette Technical conditions for performing

insulation−no. 29/69) and the HRN U.F2.024 Works on flat roofs. The roof must be carried out in accordance with the standards in the field of thermal technology in construction - BS U.J5.600. All passes (sale) through the roof and roof covering a variety of vertical ventilation and other channels, pipes, poles and other hollow or solid bodies (rods) must be conducted so that the penetration sites provide complete protection against the

penetration of atmospheric water in the attic roof spaces, and also the individual elements or layers of floor or between them. Warm roof (without air provjetravajućeg clearance between its layers) must be left to run so that the appropriate budget and at the appropriate places within the designated roof insulation and vapor barrier to prevent the elements or layers of the roof above the water vapor penetrates the water and creates condensate to a greater extent than is permitted by the standards in the field of thermal technology in construction, which could be a devastating effect on those layers. Cold roof (with an air gap between the upper and lower layers of the panels with a roof cover - protection from atmospheric water) must be, to perform so that the appropriate budget and at the appropriate places provided for thermal insulation, vapor barrier (if any) and vents the air clearance permit ventilation of the roof without the possibility of condensation in any element or layer of the roof. Exit to the roof - terrace must be secured by closing and locking cover any outlet to prevent unauthorized access, in which the design and construction work must be taken into account. For viable roofing should provide a protective barrier that must be high for at least 2 m. Terrace and pitched roofs shall be provided with security measures when leaving the roof for possible intervention. To perform the roofs will be applied to other provisions of the design and construction with regard to the specificity of individual objects and their purpose Perimetral (EXTERNAL) WALLS AND FRONT Fronts and the circumferential walls of the building and all its parts must be designed so that the ongoing exploitation of the object permanently ensure that:

protection from precipitation and atmospheric− effects

fire− protection

− removal of atmospheric residue

diffuse vapor removal if there is a risk of− condensation

thermal− protection

sound− protection

daylight−

impossibility of unauthorized persons entering the− building, except for burglary

safety in the use of balconies, loggias, outlets,− etc.

stability of all elements and− components. Front and the circumferential walls of buildings must be designed so that in certain weather and atmospheric conditions, protect the building from the vertical impact rain, wind and snow (the howling and snow melt), and that together with the roof surface to ensure the necessary protection of the building.

Pursuant to the terms will be applied and appropriate material, construction and manner of performance of the facade. Perform front and perimeter walls, must be provided with fire protection engineer. To the front is not allowed to use flammable materials or in the front may interfere with the installation, which can cause fire or contribute to its spread. When performing the facades must comply with the provisions on technical standards for the protection of buildings against fire. Conduction system of precipitation must be run as a residue which is expected due to climatic and atmospheric conditions in areas where construction was built, which is sometimes more time is kept to the parts of the facade and perimeter walls, shall not penetrate or damage the building facade. Gutters and parts of water and sewage networks, if they are placed in front of the perimeter walls, must be protected from freezing irrespective of the mode of heating buildings. Front and the circumferential walls of the building in whose premises resulting water vapor that can penetrate the facade and perimeter walls, must be carried out in accordance with applicable standards or parts of thermal techniques in the construction industry. Front and the circumferential walls must be carried out in accordance with technical regulations for thermal insulation of buildings unless the purpose of building it is not required. In this respect must be made appropriate budget and designed to show that the front meets the conditions for winter and summer operating regime of the building. In designing the facade must provide adequate evidence of the quality of the built-in material. Fronts and circumferential walls shall be run according to standards for acoustic insulation of the building. The project must create an appropriate budget, and the execution of works to provide the material with the appropriate proof of quality. WINDOWS, balcony doors, entrance doors and other external OPENINGS Windows, doors and other openings must be developed and installed so made, literally, glazed, the machined and built in the course of exploitation provide a permanent structure:

ambient light− engineer

− ventilation

thermal− protection

protection from precipitation and atmospheric− effects

Security−

sound protection− Windows, doors and other openings must be designed to the surface and use of

building space. light window size must be such as to ensure adequate− ambient light according to its purpose. Windows shall be provided with the necessary shade and adjustable (blinds and curtains), regardless of the material they were made. Linings window must have an appropriate height for residential buildings shall not be less than 100 cm. Windows, doors and other openings must be developed and installed in accordance with applicable regulations and standards in the areas of technology in construction. Windows, patio doors, entrance doors and other openings of other residential buildings must be designed so that the protection from the elements satisfy the regulatory requirements of Croatian standard HRN D.E8.193.

waterproofing must be such that when testing− according to Croatian standards HRN D.E8.193. do not leak water between the blades and lintel, jamb to the appropriate category from the Croatian standard HRN D.E8.193.

sealing (against venting) must be such that when− examining the Croatian standard HRN D.E8.235. air leaks in all holes no more than the limit of specific release from the table ("Official Gazette" no. 21/90). In addition to the above requirements and waterproofing brtvljenost against blasting should be complete. Prove the quality of the test compounds is performed according to the method of the Croatian standard HRN D.E8.235. for the appropriate application. Windows and other openings should be created so that they can be shut from the inside and the outside can not be opened except in case of burglary, and must withstand the pressure of at least 1000 Pa. For buildings and parts of buildings exposed to wind windows must withstand the pressure of the respective technical regulations for this type of building. When sizing means for mounting, fixing the frame on the exterior must be taken in the budget and force pressure. Windows with low parapets, French windows, outdoor, staircase windows and similar openings that do not belong to the safe balconies, loggias, and other outlets must be surrounded by a fence which is at least 100 cm.

Windows and other openings must be run so that the ongoing exploitation of the building can be safely maintained. For maintenance and cleaning of parts of fixed glazed surface of the facade openings for tall buildings must provide access to the outside with a special device, installing the appropriate guides and anchors to the facade. The material used is made for exterior doors must meet the prescribed quality standards for the woodworking products (groups D and E), in terms of structure and in terms of continuity and measure resistance to deformation.

Joinery to be finalized delivered to the building must be protected from mechanical damage (as determined by examination of the receipt to the site) and stored, and the installation must be precisely positioned, fixed and sealed. INTERNAL DOORS Doors must be constructed to permanently secure the necessary functional and communication connecting space and separation to ensure: required− fire protection

required− sound protection

require− thermal protection

protection against other adverse effects to the− functionality of the room, such as

light and electromagnetic and ionizing radiation

− ventilation

Internal doors must be constructed: that can not be blamed if there are spaces between the− various relevant

temperature and humidity that can be closed or open, locked or unlocked, if the−

purpose is not otherwise specified measures and that their structures correspond to the− frequency of passage that is

continuously or intermittently expected the opening does not interfere with normal movement of− pedestrians, if you link to the general areas of communication

(landings, passages, etc.) to the evacuation of the building can freely− open

to meet regulations for fire− protection.

If interior doors, when closed serve for ventilation, vents must be sized Computing. Entrance doors in buildings, apartment and entrance doors to separate rooms or functional whole building must be developed and installed so that they can be closed and locked, with the proviso that they can not be locked open by force, except in case of burglary, and to withstand pressure of at least 1000 So. Doors that are glazed or other easily breakable surface in such areas must have adequate insurance against burglary. Light partition walls Under light partition walls, are considered suhomontažni single or multilayer, fixed or movable partition walls, whose function is permanent or temporary separation of space. The construction of lightweight partition walls and a way of connecting with the existing structure or new construction must be carried out so as not to disturb the structural system and the stability of the building. Light partition walls must be constructed so as to ensure:

− functional separation of spaces

required− fire protection

required− sound protection

require− thermal protection

protection from the harsh light if the purpose− specified

protection than other temporary or permanent effects− that may occur in service

structure, electromagnetic and ionizing radiation Finishing lightweight partition walls must match the needs of the functional purpose and conditions of use of space. Quality materials for interior walls must be in accordance with the standards for this type of material. BUILT-IN FURNITURE AND EQUIPMENT Built-in furniture and equipment must be carried out so prepared, the final processed, protected and built-in furniture and equipment in the building during the operation to ensure a permanent structure: hygienic and technical conditions of− use

coherence and connection with the− object

connection with the installation if the purpose− specified

easy− maintenance

Built-in furniture (cupboards, shelves and hanging furniture, in the niches parapet, storage, etc.) must be designed so that it meets these conditions: desktop built furniture in the kitchen must be− waterproof and sturdy

visible surface of the built-in furniture in the− kitchen must be of material

which are washed inner surface of the built-in furniture should be so− smooth that you do not collect

dust and to ensure sanitation and food storage equipment. Affiliation built furniture to the building must be stable and enduring. Built-in furniture that are built or assembled special items of equipment such as stoves, oven, refrigerator, sink, etc. must be designed and constructed in accordance with the relevant technical regulations. Plumbing, sewage, heating, ventilation and electrical and gas installations that are installed in built furniture must be installed so as to ensure a certain level of security appropriate technical regulations. POD Under the floor is considered an element of the building which includes all strata above the load-bearing structures (insulation, base, floor coverings, coatings and protection). Under must be exercised to ensure the continuous operation:

− stability, smooth surfaces and safety

thermal protection−

sound protection−

protection than other temporary or permanent effects− that may occur in service

structure, electromagnetic and ionizing radiation difuzirane protection from water vapor there is a− danger of condensation

use and− maintenance

watertight if it is specifically− required

− fire protection

The stability of the floor must be such that it ensures the transmission of anticipated loads on the supporting structure without damage and permanent deformation of the floor. On meñukatnoj under construction must be carried out so that, together with the supporting structure and the ceiling ensures:

− the necessary thermal protection,

− required sound protection

Under the ground floor space must be conducted in accordance with technical requirements for thermal protection of buildings or in accordance with technical requirements for sound insulation of buildings (ISO U.J5.600. U.J5.201 and BS.). By running as a warm, medium warm and cold, cold, according to the Croatian standard HRN U.J5.054. Heat in civil engineering, testing the heat of the− floor.

If the floor is located above the bearing structure through which it is possible difuzirane penetration of steam, it must be done so that no one place in the floor or under the floor should not be condensed steam difuzirane. Pod is designed to run from such material and such that: ensure hygienic cleaning and maintenance and to− prevent retention and

maintenance of microorganisms and insects, and that such clearance is not damaged. ensuring the safety of people if the circuit wiring− to the floor

provide at least quite the fire protection as is− foreseen in the regulations on fire

protection the occurrence of fire during the decontamination of− the floor does not release toxic

fumes in a quantity and concentration that would increase the danger and made it difficult rescue. Room floors of residential and other buildings where there are taps and drains in the floor or any other connections for water supply or sewage system must be made as waterproof. Notwithstanding the provisions of the floors of hotel rooms, kitchen with dining area and other areas of similar purpose may be inferred as a waterproof just in one part of the room, depending on the purpose, layout and installation of certain surface facilities. If the floor area around sink faucets, or free, under the sea run as

impermeable to at least 1.50 m from such places. FINISHING AND PROTECTION AREA Surface finish must be done so that the service provides a permanent structure:

− protection from the elements

protection against microbes and− insects

− predicted invariance properties

- Maintenance without damage Surface finish in terms of protection from the elements (corrosive protection against water and moisture) and protection from temperature and similar effects must be exercised to ensure the anticipated durability of components and structures. For wooden surfaces or surfaces of other similar materials shall be provided such protection from moisture, insects and microorganisms that such structural interventions designed to ensure the durability of the final surfaces, elements and parts of buildings. Works on the finish surface structures must be performed by the service engineer maintain their aesthetic qualities, color, texture and quality so that there is no loss of strength and resilience, change volume, occurrence of odor, changes in appearance. Subsidence OBSERVATION OF BUILDINGS Subsidence larger buildings are systematically registered during construction, and if necessary in times of need and exploitation of buildings. For larger buildings with higher specific load of soil at the same time observe and register settlements adjacent buildings and the ground, the horizontal ground movement and soil, ground tilting and other deformations. Subsidence should be considered in particular: the every characteristic increase in load after finishing each and−construction every second floors of the building,

adjacent to the construction of new buildings, the stronger fluctuations of groundwater level, the extraordinary natural or man-made impacts (due to earthquakes, explosions, piles, subsequent increase in soil moisture praporastog foundations), the nadziñivanju construction, and in other similar cases. Subsidence can be seen: the construction of which is calculated subsidence greater than 5 cm and in all major construction based on weaker ground. Observation of the settlement shall be provided and processed in the main building project. In Split, January 1997. The For this project, along with laws and regulations of the technical description and descriptions of items of expense listed the main Croatian standards and technical requirements.

For civil works (construction): 1st Precast concrete elements, the technical conditions for production and use (ISO U.E3.050) 2nd Hydro concrete, technical requirements for the production and use (ISO U.E3.010) 3rd Transported concrete (BS U.M1.045) 4th Testing of building constructions (HRN U.M1.047) 5th Subsequent testing of compressive strength of concrete embedded (HRN U.M1.048) 6th Control of concrete production plants in concrete (BS U.M1.051) 7th Admixtures (HRN U.M1.036) 8th Reinforced concrete, smooth and ribbed (HRN K.C6.020) 9th Reinforced concrete, twisted (HRN K.C6.021) 10th Mesh reinforcement (BS K.M1.091) 11th BI reinforcement (BS K.M1.092) 12th The floor supporting structure (BS U.N0.020) 13th Aerated Concrete (BS U.M1.302, 306, 308) 14th Mortar for masonry (HRN U.m2.010) 15th Mortar Plastering (HRN U.m2.012) 16th Storey height, building construction, modular coordination (EN U.A9.004) 17th Staircases (HRN U.A9.033) 18th Useful load of residential and public buildings (BS U.C7.121) 19th Cement (BS B.C1.011) 20th Solid clay bricks (HRN B.D1.011) 21st Clay brick facade (HRN B.D1.013) 22nd Hollow clay bricks and blocks (ISO B.D1.015) 23rd Hollow clay blocks for floors (ISO B.D1.030) 24th Non-combustible mineral plates (HRN B.F2.100) For finishing: - Technical conditions for performing façade works (HRN U.F2.010) - Technical conditions for Ceramic works (HRN U.F2.011) - Technical conditions for performing work ličilačkih (HRN U.F2.012) - Technical conditions for performing work soboslikarskih (HRN U.F2.013) - Technical conditions for performing work tapetarskih (HRN U.F2.014) - Technical conditions for performing work parketarskih (HRN U.F2.016) - Technical conditions for performing work roletarskih (HRN U.F2.022) - Technical conditions for performing work staklorezačkih (HRN U.F2.025) - Technical conditions for performing work teracerskih (HRN U.F2.050) - Technical conditions for works by laying of floor coverings (EN U.F2.017) - Technical conditions for the isolation of flat roofs (HRN U.F2.024) - Technical conditions for wall cladding stone (BS U.F7.010)

- Joinery works. Croatian standard HRN or D.E1.010, 011, 020, 100, HRN D.E8.193, 235 - Plumbing works. Croatian standard HRN or C.B4.020, 081, ISO C.E4.040, C.D4.500 HRN, HRN C.C4.020 - Locksmith. Croatian standard HRN or C.B4.011, 030, ISO C.B0.500, HRN B.C3.025 - Execution of works when applied monolithic flooring based on semi-synthetic resins (BS U.F2.034) - Concrete slabs for applying semi-monolithic flooring based on synthetic resins (BS U.F2.033) - Floating floor structure (BS U.F2.019) For pavement surface: - Technical conditions for the production of asphalt concrete (BS U.E4.014) - Technical conditions for concrete pavement (HRN U.E3.020) Note: In all technical requirements are listed links to other HR standards for quality materials so they will not be specifically stated.

A.9 - ESTIMATED COST OF CONSTRUCTION INVESTOR: CEE-PROJECT d.o.o. Mažuranićevo Promenade 37 21000 Split Buildings: Residential buildings cp 13060/23; k.o. Lastovo DECISION ON ADMISSION CONSULTANT Class: UP/I-350-07/06-01/3196 Reg: 314-01-06-1 Zagreb, 06 September 2006. PHASE: MAIN PROJECT NO. TD 171-ARH-2008

Estimated costs of construction for the construction of residential buildings, on plot 13060/23, k.o. Lastovo, is approximately EUR 3,700,000.00. Zagreb, June 2008. Chief designer: Emil Mogus, B. Arch. A.10 - location permit