This diploma thesis aims to design a project documentation for a realization of a newbuild hotel. The building is in Sigord recreation ground, near Kokosovce village in Slovakia. The object is a detached building with three storeys and a partial basement. An entrance hall, offices, bar and a restaurant are situated on the ground floor. The hotel is on the first and the second floors. Foundations of the building are made of jamb blocks and a reinforced concrete beam foundation. Construction system is skeletal, consisting of concrete poles and reinforced concrete beams, filling and vertical constructions are made of Ytong aerated concrete blocks. Horizontal constructions are made from Spiroll precast panels, with reinforced concrete ceilings. The building is finished off with a single ply roof with a standard order of layers.

The aim of the diploma thesis submitted is preparation of project documentation for construction of new municipal authority building. The building will be situated in the center of municipality Dlha nad Kysucou. The building is divided into the municipality office and hall for social occasions. The building is detached, with partial basement and two floors. Small and large halls are situated on the ground floor. Municipality offices can be found on the first floor. Foundations of the building are formed by foundation strips of regular concrete. Wall construction system, Porotherm blocks are used for vertical structures of the building. Horizontal structures were built using celling panels Spiroll, made out of ferroconcrete. Flat single ply roof has standard order of layers.

The topic of this master thesis is the elaboration of the project documentation of the new construction of a multifunctional building of the registered office of the company. New building is situated on the land in Ružomberok in the area intended for production and warehouse function. The proposed facility represents the background for a company that is a leading supplier of spare car parts. The building consists of a three floors with a partial basement. 1.PP and the part of 1.NP are storage areas. The rest of the first overhead floor is the shop. The second floor represents the administrative part of the business. The last, third floor, has 3 corporate apartments of various inclinations. The object is based on the concrete strip foundations. The structural system uses the ceramic blocks of type Therm. The walls of the basement are made of a concrete structural system. The ceilings of the building are designed as cast-in-place reinforced slabs. Screed to fall of the flat roof is thermal insulation and the finish is made of pea gravel.

This diploma thesis aims to design a project documentation for a realization of a newbuild hotel. The building is in Sigord recreation ground, near Kokosovce village in Slovakia. The object is a detached building with three storeys and a partial basement. An entrance hall, offices, bar and a restaurant are situated on the ground floor. The hotel is on the first and the second floors. Foundations of the building are made of jamb blocks and a reinforced concrete beam foundation. Construction system is skeletal, consisting of concrete poles and reinforced concrete beams, filling and vertical constructions are made of Ytong aerated concrete blocks. Horizontal constructions are made from Spiroll precast panels, with reinforced concrete ceilings. The building is finished off with a single ply roof with a standard order of layers.

In this diploma thesis is designed a hotel with a restaurant in the recreational areaKunov,close to Senica town. It has a capacity for 50 guests. The smallest rooms are double bedrooms with at least 16 m2anda bathroom 4m2. It is four stars hotel. There are three over ground floors and a basement. On the ground floor there is a reception, toilets, a restaurant for 65 guests. There is also a kitchen and storerooms. There are 5 hotel rooms on the first floor and an office. On the second and third floors there are hotel rooms, common room, cleaning room and laundry room. On the second and third floor there is one wheelchair accessibleroom. In the basement there are utility rooms, storerooms, a workshop, a gym with locker rooms and showers. The main entrance to the building is wheelchair accessible and leads to the reception. There is also a staff entrance from the back of the building and an entrance to the garden with a hotel pool. The roof is designed as a single layer flat roof. On the grounds there are designed outside showers, toilets for men and women and a garden shelter.

This diploma work is dealing with the design of a multifunctional complex. These are two buildings on plot number 8618 on cat. the territory of the city of Trnava. The technical background of the buildings and hygiene background for employees are designed in the buildings. Vertical support structures are from ceramic blocks. Horizontal support structures are designed as reinforced concrete monolithic. The construction is based on the foundation strips. The roofing of the buildings is performed by a single-coated area non-permitable roof

The topic of my final thesis is a design of a new building prison. The building is designed as prison with supervision. The building is situated on a flat terrain on the selected piece of land in a city of Jindřichův Hradec. The building has three above-gound floors and one underground floor. The building is designed of a cast-in-place reinforced concrete wall system. The roof is made as warm flat roof. The main entrance is west-facing. The project documentation which is needed for a realization of the new building is worked up with six structural details. Drawing part was processed in a computer program ArchiCAD.

Baigiamajame magistro darbe analizuojama prilydomos stogo dangos susiklijavimo kokybė atsižvelgiant į tai, kiek laiko buvo kaitinama danga. Bandymams atlikti buvo naudojama UAB „Gargždų Mida“ danga. Iš dangos rulono buvo išpjauti bandiniai kurių ilgis ir plotis 15 ir 10 cm. Buvo numatyta, kad eksperimento metu bandiniai bus kaitinami nuo 1 sekundės iki 15, tačiau pasiekus 9 sekundžių kaitinimo ribą bandinys vos nesuirdavo, todėl daugiau laiko kaitinti buvo atsisakyta. Darbe išanalizuotos sutapdintų stogų rūšys, įvertinti kiekvienos rūšies privalumai ir trūkumai. Išnagrinėtos jų technologijos bei išryškinti veiksniai, labiausiai darantys įtaką būsimojo stogo sandarumui. Išanalizuoti sutapdintų stogų defektai, jų atsiradimo priežastys. Išnagrinėjus sutapdintų stogų technologijas ir pratekėjimo vietų nustatymo metodus, pateikiamos baigiamojo darbo išvados. Darbą sudaro 8 dalys: įvadas, darbo tikslas, terminai ir apibrėžimai, stogų būklės analizė, sutapdintų stogų plokštumos sandarumo būklės analizė, ritininių stogo dangų įrengimas, ypatumai bei reikalavimai, prilydomosios stogo dangos klijavimo ypatumai, dangos prijungimo prie parapetų ir skardos paviršių ilgalaikis tyrimas, dangos prisiklijavimo ploto tyrimas atsižvelgiant į kaitinimo laiką, išvados, literatūros sąrašas. Darbo apimtis – 60 p. teksto, 39 pav., 10 lent., 55 bibliografiniai šaltiniai. / This job contains an analysis of welded roof covering joints and joints between wooden, metal, and cemented surfaces. All tested samples was made from roof covering material of “Gargždu Mida“ and „Ico Pal“. During experiments was investigated glued intersection among two roof coverings and among cover-base surface. It was showed that the quality of welded intersection depend on the time of heating the roof cover bottom layer. Optimal heating time is about 9 seconds, because in this time period we can reach maximum welded intersection without damaging the covering material inner structure. There is done the analysis of technology for flat roofs, the main factors are selected, which influence tightness of roofs. The analysis of shortcomings of roofs and its reasons is presented. The conclusions are presented, after analysis of technologies of flat roofs and method to determine the glued section of coverings. Structure: introduction, the objective, main concepts, flat roofs, , analysis of state of flat roofs, analysis of flat of roofs, ,created new method to determine the glued section, conclusions, references. Thesis consists of: 56p. text, 40 pictures, 10 tables, 55 bibliographical entries. Keywords: flat roof, effusion places, method analysis, flat tightness, roofing defects.

The development of the construction industry brought the new methods of structural design, which have been introduced to engineers, although overall this phenomenon has increased building costs. A cost-effective construction is one of the major decision points during the definition of any engineering project, therefore, due to the opposing concepts of these two statements, revising design standards and codes are essential in order to provide adequate and cost-effective design requirements. A single-ply roof system is a relatively new method of roof construction that has been used in the building industry in recent decades, which seems to have undergone dramatic changes due to significant structural failures that have occurred through the years. Wind-induced damage on flat roofs is a common problem for low-rise buildings and much of this damage is initiated when the steel deck roof fails, leading to the overall roofing system collapse. The FM (Factory Mutual) design recommendations, which is a standard that recommends allowable dimensions and wind rating for the roofing products, have provided tabulated steel deck span dimensions and fasteners distance for many years. To update the FM design recommendations extensive experimental and analytical investigations are required. In the current study an experimental program was conducted at the National Research Council of Canada (NRC) on flat roofing systems, for simulating the wind uplift effect on several roofing systems samples, as recommended by FM design recommendations. A Finite Element Model (FEM) of the same roofing systems as those used in the experimental cases was developed and different loading patterns were analysed for providing a better simulation of the deflection, moments and forces responses, as measured during the experiments. The FEM was validated with the experimental results and was further employed for applying the FE analysis for more steel deck span dimensions and wind rating cases, as provided in the FM design recommendations tables. These results were reported to the Single Ply Roof Industry (SPRI) Committee where the updating of the FM design tables is currently under discussion.

Diploma thesis solves project of a nursery school. The nursery school is situated on a spacious plot, which is in the centre of Malšice in the southern Bohemia. The estate is flattened, and the ground plan of the house is suggested in rectangle. Project documentation solves a two-floor house with a basement with and a flat roof. The object is designed in the campus. The entrance to the building is situated on the west side. Entrance to the estate is from the adjoining local paved road. Vertical constructions are suggested from ceramic blocks Porotherm. The vertical constructions are suggested from lost formwork. The peripheral walls are provided with a contact thermal insulation system. Horizontal constructions are suggested as reinforced concrete ceiling boards. The staircase is suggested as a reinforced concrete. In the 1st floor is located nursery department and background for employees. In the 2nd floor are classrooms.