The aim of this diploma thesis is to design a mountain hotel in the village Rokytnice nad Jizernou. The object is placed on a sloping plot located in an attractive touristic and skiing area of mountain range Krkonoše. The mountain hotel has 4 floors and a basement. In the First floor there is a restaurant with a terrace, kitchen and administrative facilities of hotel. In the second and third floor we can find guest rooms and room for the hotel staff. In the basement there is wellness, technical facilities and garage compound. Construction of building is made of the reinforced concrete monolithic transverse frames with beam filling of ceramic block.

Diploma thesis is focused on design of a new hotel in mountain surrounding with one underground floor and five stories. The hotel has 53rooms for guests from the second to the fifth floor and two rooms for employees of hotel on the fifth floor, what means 106 beds for guests. The hotel is equipped indoor swimming pool 25x10meters, its own kitchen, dining hall, sauna, massages and Conference hall. The object consists of four dilatation units – accommodation sides and common central part and swimming pool. Roof construction is created by huge wooden truss from the second floor to the fifth floor, which sequentially subsides and formed by 70 dormers. Angle of the roof is 46° and 23°, and surface coating is smooth titanium zinc sheet. Load bearing system of whole object is designed as irregular reinforced concrete monolithic skeleton from concrete C30/37 with prestressed elements and based on prestressed reinforced concrete slab. The cladding is designed from ceramic bricks with inner additional insulation and additional insulation on outer surface, which is covered by facade with ventilated air gap, designed from cement-fibers boards, which are by color and structure imitating natural stone. Each accommodation floor is divided into two accommodation sides, central part with central stairs and two personal elevators. Each accommodation side has two protected escape routes and one fire evacuation lift. On the Ground floor, there is the reception, the dining hall, the pool hall and offices. On the underground floor, there is wellness center for guests of the hotel, technologies for the pool, HVAC engine room and kitchen. In all object, there are designed different types of hanging ceilings, because of attendance of stabile sprinkler system. In the pool hall, there will be acoustic hanging ceiling. Heating will be procured by combination of biomass boiler and heat pumps, which will be used mainly for deck heating in rooms in accommodation floors.

The content of the master thesis is processing of project documentation for The Mountain Guesthouse in Trojanovice, first done as a pilot project and then as a feasibility study. It concerns a two-storey detached building with a parking stand, with a basement. This house is designed from the Porotherm building system, ceiling construction - ceramic ceiling panels, saddle roofs with dormer windows. The work also comprises thermal technical assessment chosen constructions, fire protection report, protocol - the energy label of the building envelope, dispositional design and further calculations.

The building will be situated by the village Slupečná near the Lipno dam and located on the land that slopes to the south. It’s designed as a separately standing, four-storey. The technology of implementation is a brick. The construction system is designed as a longitudinal wall system stiffened in the transverse direction inner supporting walls. The concrete breeze blocks from the company BS Klatovy are used as main building material. Basic constructions are designed as planar and out of plain concrete and reinforced concrete. Stiff reinforced concrete prefabricated and prefamonolitic ceiling constructions from the company BS Klatovy are designed. Roofing is designed with tilt roof. The bearing construction is made up of purlin system of wood truss. Height of the roof ridge, including the covering is +13.650 m (considering relative height of 0.000). The height of the chimney head is +14.400 m. Profiled metal roof covering Lindab Goodlock is designed.

The project is handled by complete documentation , brand new detached house with mountain restaurants at the level of documentation for construction . The building is designed in the village Olšany district. Šumperk on plot No. 261/1 , 261/5 , 261/9 and 261 of / 12. Built up area is 1465 square meters , of which the construction of the house itself has a 445.2 square meters . The basement and ground floor is used for restaurants, restaurant facilities and staff , reception and social facilities for guests . The second floor and the attic is designed to accommodate guests. The pension has a capacity of 20 people , of which there are six double rooms and two suites on the top floor , each for four people. The operation of the pension are a total of four employees. The restaurant , with a capacity of 102 people , the total number of employees 8 . The building is designed as two rectangles perpendicular to each other forming the letter T. The building is based on the footings of plain concrete foundation slab drag over the basics with reinforcing karisítí . Walling system from Heluz , partitions from the system Knauf, reinforced concrete ceilings . Outdoor perimeter walls is insulated with polystyrene foam . The roof is gabled and three graduated height of the ridge , where the highest elevation is the main part +11.370 m , roof pitch of 35 °. The building is connected to the local road and the available utilities. Proposal for hotel and restaurant is processed in accordance with applicable standards and regulations for the country.

The theme of this work is the building design, brand new mountain hotel with wellness services in Spindleruv Mlyn. The plot is located in a quiet part of town, near a wooded area and form a river Labe.V designed hotel is located three floors above ground level of the building is solved attic space. Roofed by a wooden roof false hip roof. Ground unsophisticated form a geometric shape, which layout is divided into sections. On the ground floor wellness facilities, a portion of the input dopňkovými with hotel services, floor is done mainly for accommodation, as well as the attic. Hotel is equipped with a slightly sloping plot in the construction of houses and other hotels. All living spaces are naturally ventilated and illuminated. The supporting structure consists Liapor system. The appearance of the hotel is in line with the surroundings.

The subject of my thesis is the design mountain guesthouse with a wellness centre, which is located in the village of Mala Morávka, at the level of documentation for construction. The new building is located in the cadastre unit Karlov pod Pradědem. This is a two floors, slab-building L-shaped with separate parking for visitors of boarding house and wellness centre. The structural system is composed of ceramic blocks Porotherm and reinforced concrete joist floor. Roof structure is made up of wooden trusses girders saddle shape. Design of mountain guesthouse with wellness centre respects the territorial plan of the village of Malá Morávka.

Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.

The aim of this master’s project is to develop project documentation of a new-built mountain hotel in Ostružná. This hotel is near the ski area Ramzová in Jeseníky. Foundation of my building is from ground reinforced concrete slab. My building is supported by clay block load-bearing walls and clay non-load bearing walls. Exterior building envelope is designed as an aluminum shingle ventilated facade. The slabs are from reinforced concrete. The roofs of this designed building are two, first is pitched roof with insulation over rafters and second is intensive green warm flat roof. This project contains HVAC concept, photovoltaic panel concept, heating concept in technical equipment of building part. The third part of my master’s project is energy assessment for the building.

Master’s thesis theme is mountain hotel project. The hotel has one lower basement and four aboveground floor. It has trditional look and the roof is double-pitched. Floor projection looks like letter "L". Main part has measurements 25,3 x 14,1 m and it has four floor. Extension is on northwest side of main part. It has measuremnts 11,85 x 9,5 m and three floor. Facede of basement and first floor is from stone facing mansory. Facade od second floor of main patr of buildings id timbered looks like curb. Third and fourth floor are attic, gable is vertical timbered. Facade of second floor of extension is plaster on ETICS. The gable od extension is vertical timbered. Roof covering is alpen shingle from larch wood. Foundations of house are shallow. The construction system is walled. The lower basement is built from masonry BS Klatovy BD30 and other wall are from masonry Porotherm . Floor structures are from monolithic reinforced concrete, thickness 220 mm. House stairs are prefabricated double-flight. Partition wall are mostly built from mansory Porotherm 11,5 P+D. Lintols above windows and doors in facadeare made by reverse of floor slab and inside of disposition are made by ceramics lintols Porotherm. Floor structures are floating with impact insulation in whole house. In living rooms wear layers are from oak parquet block and in common rooms, toilets, bathrooms and technical rooms is ceramics paving. Wall’s surfaces are made from patent plaster and in lower basement are made from two-coat work with white coat. Toilets and bathrooms are tilled with ceramic tiles. All distributions of building equipment are covered with gypsum plasterboard ceiling. All windows and doors in facade are made by wooden profile Solid comfort SC78 and glazed by triple glazing unit (Uw,max=0,9 W/m2.K), exception is main entrance door, It is made by aluminum profile and it is automatically opened.