The diploma thesis subject is the proposal of the winery with a focus on the production of quality wine with the attribute and with a capacity of 30 000 bottles per year. The winery provides the possibility of accommodation in 6 units with a total capacity of 14 people with extension for meals. The viticulture is situated in the outskirts of Popice. The winery consists of three first floor detached buildings of a broken elongated shape, SO 01, SO 02 and SO 03, the first one is partially sub-basement. The SO 01 has wine production character in the cellar, the first floor provides background for employees, creates administrative spaces and offers catering for the public. Objects SO 02 and SO 03 serve to accommodate guests, the first one taking into account barrier-free use. Construction system is brick wall, in first floor of ceramic blocks and the cellar from blocks of lost formwork filled with concrete. The façade consists of an ETICS thermal insulation composite system and a ventilated façade. Cellar ceiling structures are solved with monolithic reinforced concrete slabs. The objects are roofed with gable and shad roofs with titan-zinc roof covering and bearing structure made of glued lamellar wood trusses.

This diploma thesis solves the processing of project documentation for the construction of the kindergarten in Bratčice. The building is designed as a two-storey with partial basement in almost flat terrain. Entrance to the building is from the west side with access to the garden. The entire operation consists of 3 classes, a lounge, an operating section and a read for teachers.

The objective of this master´s thesis is a working out of project documentation of building "New build of chalet" containing all the requirements according to currently valid orders and standards. The project deals with a construction of a four storey chalet with 17 rooms for guests and restaurant. The object is situated in Dolní Lomná on a sloping terrain. Structural system is monolith skelet with gabled roof. The project documentation includes drawing, texting and calculation part.

This Diploma Thesis solves design of the pension with wine bar. The building is located on the edge of the of village Šardice. It is a single storey basement building with attic that is roofed by a gable roof with dormers. Floor plan of the building is rectangular with the entrance facing northeast. There is a restaurant with facilities on the first floor and guest rooms where two of them are designed as wheel chair accessible. On the second floor there are only guest rooms. The construction of the building is structural masonry system. Bearing vertical structures are made of permanent formwork in the ground floor, for external walls are used aerated concrete blocks and for the inner bearing masonry are used lime sand-lime blocks. Horizontal bearing structures consists of prestressed hollow core slab, bearing structure of the roof consists of purlin roof.

The master’s thesis topic is a project of a low-energy cottage. The cottage is situated in Kralický Sněžník near Jeseník and it is designed for forty customers. The house is designed as a detached house with two floors and with one basement and with a gable roof. A substructure is from a system blockpanel of a concrete and a heat insulations. The structural system of a superstructure is designed from a timber frame and a heat insulations. The indoor shell is formed from a plasterboard. The house shell is covered by heat insulations. The main entrance is located to the south. It leads to a hall with a reception. On the ground floor we can find a restaurant which is situated in the left part of the cottage. On the ground floor we can also find a room for disabled people and in the north-eastern corner are situated WC for people. The first floor is reachable via stairs from the entry hall. Upstairs there are seven rooms and four bathrooms with toilets. Two rooms of them have a ensuite bathroom. All of the rooms are enterable from the hall. Five of them have a window to the south side and other two rooms have a window to the north side. In the basement there is an utility room a boiler room a laundry a workshop and stocks.

The Master thesis resolves design of a retirement house in Šumperk. This is a three-storey house on plot No. 142/2 registered in the cadastral area Horní Temenice. The house is set to a slightly sloping terrain. Terrain features were taken into account when the architectural design was made. The building has a longitudinal shape with dimensions of 27 x 11.3 m. The building is built by using the Porotherm system. Retirement house has 15 apartments. Four double-bedded apartments and eleven single-bedded apartments. The purpose of the building is to extend capacity of a nursing home.

The aim of the master's thesis is to design an environmentally advanced gym building. In the first part, the building structure is designed. It is a two-storey building. On the first floor there is a reception, a gym, sanitary facilities for athletes, communication areas, facilities for employees, storage areas and technical facilities. On the second floor there is a cafeteria, gym, sanitary facilities for athletes, tribune, communication areas, toilets, staff facilities and technical facilities. The structural system is a skeleton of monolithic reinforced concrete with infill masonry of aerated concrete. Ceiling structures and staircase are also designed as monolithic reinforced concrete. The building is roofed with trussed steel gable trus-ses, the roof cladding consists of PUR boards with surface trapezoidal sheeting. The perimeter walls are insulated with ETICS system. The second part deals with the building environment technology. Heating, air conditioning, cooling, water management, lighting and a photovoltaic power plant are designed. The third part is an energy study for the design of the heating source. Economic and ecological factors are taken into account. The decisive parameters for the selection of the most optimal solution are the total investment costs over the lifetime, the production of CO2 emissions and the consumption of primary nonrenewable energy. The project is developed using AutoCAD and DEKsoft software.

Diplomová práce se zabývá návrhem penzionu v kombinaci dřevostavby a železobetonové konstrukce. Objekt je zastřešen sedlovou střechou s obytným podkrovím a částečně podsklepen. V suterénu se nachází technické zázemí a skladovací prostory. V přízemí je restaurace pro 44 osob, kuchyně se zázemím a prostory pro personál. Ve 2. NP je navrženo 7 čtyřlůžkových pokojů oddělených od společenské místnosti a dětského koutku. V podkroví je 9 dvoulůžkových pokojů, z nichž jeden je řešen bezbariérově. Patra jsou propojena schodištěm a výtahem. V podkroví i 2.NP je sklad prádla a úklidová místnost. Objekt je opláštěn dřevěnými palubkami, které tvoří provětrávanou fasádu, a v přízemí také omítkou.

Abstract Photovoltaic (PV) solar panels are solar energy collection systems with increasing terrestrial and roof applications reported worldwide. If the terrestrial mounting does not require specific wind resistance verifications, installing them on top of flat and gable roofs implies a drastic change of the roofing systems geometry, thus a re-evaluation of the wind-induced pressure is necessary. Among the roof top applications, provisions exist for the flat roofs mounted solar panels, however, design recommendations for wind-induced loadings on PV solar panels arrays flush-mounted on gable roofs are not fully developed in current wind loading standards (SEAOC PV2-2012) and building codes (ASCE 07, NBCC 2015), in spite of the numerous applications on residential and agricultural buildings, primarily due to the limited research investigating this topic. The current dissertation employs CFD k-ɛ and LE (Large Eddy) simulations for analyzing the effects of wind acting on solar panels flush-mounted on gable roofs, considering the influence of several parameters such as: the slope of the gable roof, the wind directions, the spaces between the adjacent solar panel arrays and the clearance between the roof surface and the solar panels. A comprehensive database of solar panels with different installation parameters subjected to wind speeds were developed under the current research project. The database includes detailed distribution of wind-induced pressure coefficients for the three parallel surfaces constituting the roof-solar panels systems: the top and bottom surfaces of the panels, and the roof surface under the panels, which represents a novel approach in investigating and clarifying the wind effects on solar panels. This approach also provides in detail the variation of the pressure coefficients on the three surfaces, due to the change of installation conditions (roof slope, arrays spacing, roof clearance) and wind parameters (wind speed and wind direction). As an original contribution to the existing knowledge, this thesis found that the installation of solar arrays on gable roofs, redistributes the wind-induced pressure on both sides of the roof windward and leeward, resulting in total horizontal wind-induced pressures on the entire roof lower than that registered on the corresponding roof without solar panels. In addition, dominant resultant pressure coefficients on solar panels concluded to be lower than for the roof without panels. When the roof clearance increases, total average pressure coefficients on the roof supporting the panels decreases on both, windward and leeward sides of the roof. Moreover, when the roof clearance increases, the pressures in the cavity decrease significantly on both windward and leeward sides of the roof, which could impact the requirements for installing and fixing such panels on gable roofs. For example, for 10” clearance the flush-mounted solar panels were subject to pressure instead of suction. Similarly, when panel array spacing increases, the magnitude of the net mean pressure coefficients on the roof surface under the solar panels further decreases for all wind directions investigated.

This diploma thesis describes the design of hut with accomodation and restaurant. The hut is situated in Jeseníky mountains. The house is designed as detached house made of clay blocks, with timber roof truss and gable roof. The building has three floors, first one is particulary embedded under the terrain. On the ground floor there is garage, technical and storage rooms. Restaurant with kitchen, toilets,rooms for employees, reception and barrier-free guest room is located on the first floor. On the second floor there are guest and employee rooms.