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Mountain hotel
Kyceltová, Lucie ; Blažková, Vendula (referee) ; Daněk, Lukáš (advisor)
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.
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Mountain hotel with wellness centre
Bartošová, Pavlína ; Burianová, Lenka (referee) ; Petříček, Tomáš (advisor)
The diploma thesis contain complete solution for Mountain hotel with wellness center including project documentation. The building is situated near area of Beskydy Mountains. Building plot is located in village Kunčice pod Ondřejníkem. The hotel consists of three parts: Wellness center, restaurant facilities, accommodation with recreational areas. The building has 4 floors and is non-celluar. The roof in the first floor is solved by vegetation roof, followed up with metal sloping roof . Construction structure is made of Porotherm ceramic blocks.
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Mountain hotel
Krošláková, Petra ; Vlach, František (referee) ; Bečkovský, David (advisor)
The main aim of this diploma´s thesis is an elaboration of the project documentation for the construction of object of mountain hotel, which is situated in the community Tatranská Lomnica which a part of the city High Tatras. The land is quiet gentle orientated on the northeast part. There is a beutiful view on the majestic peaks of High Tatras expecially Lomnický peak and on Liptovská basin from the south parth. The newly-built hotel is located in the turists and recreational location with pensions, and mountain hotels and also by it´s own architectural solution fits into the closest development area. This newly-built object is projected as a wooden construction made of massive wooden CLT panels. The building has four aboveground floors and one underground floor where are situated also parking places. There is a spacious parking lot in front of the object with the main entrance from the western part of the land. The facade and roof construction is projected as iventilated. The roof construction is projected as a pitched roof. The project documentation is procesed in the connection with the czech actual laws, notice and norms. The main work is deviced in to the text part and drawing part.
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Mountain hotel
Moučka, Miroslav ; Struhala, Karel (referee) ; Jelínek, Petr (advisor)
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.
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Mountain hotel in Králíky
Hoffmannová, Zdislava ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this thesis was a structural design of a timber structure of a mountain hotel in Králíky. The object was a three storey building in a shape of letter U. The project was made in two different variations. The first one consisted of timber frame system with walls securing spacial stability. Computational model was created as a spacial bar 3D model in SCIA Engineer 19.1. The internal forces were calculated using the linear static analysis. The loadbearing structure was designed according to ultimate and serviceability limit states in SCIA Engineer 19.1. The thesis includes joints and anchorage design according to valid standards. Glue laminated timber was chosen as a material for the loadbearing structure while solid timber was chosen for wall structures. The second variation was made out of cross laminated panels. Wall panels were calculated by hand calculation whereas floor and roof panels were calculated using Agrop Nova Element software. Spatial model was made in SCIA Engineer 19.1 software to design joints and for global deformation check as well. The thesis includes engineering report, structural design report as well as drawings.
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Wooden Based Hotel in Mountains
Zuczek, Jan ; Konečná, Petra (referee) ; Králová, Zuzana (advisor)
The subject of my thesis is the design of new mountain hotel based on wood, which is located at the top of Little Maple, cadastral area Trinec-Tyra, the city of Trinec, Frydek-Mistek level documentation for construction. The building has a partial basement, with three floors. The supporting system consists of three structural systems. The structural system consists of basement formwork, the first floor is made of ceramic blocks heluz, second and third floor is designed as a timber frame panel. Roof structure is made up of lattice wood trusses and gabled aisle. Proposal mountain hotel respects the territorial plan of Trinec. Furthermore, emphasis is placed on the layout, including ensuring the design to the static, architectural, energy savings and safety in the use of the building.
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The timber roof structure of the hotel in Velké Karlovice
Smečková, Veronika ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The aim of my thesis is to assess the roofing design of the mountain hotel, situated on the Great Karlovic, at an altitude of 512 metres above sea level. The height of the structure is 12.0m whilst the base is 12x24m. The first floor is constructed using brick, whilst the second floor and the attic is designed as a timber structure. The roof truss structure has a traditional framework of that time period.
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Mountain Hotel
Skala, Zdeněk ; Manová, Ludmila (referee) ; Maceková, Věra (advisor)
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.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
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.
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Mountain pension
Soukupová, Alžběta ; Bartolšic, Vít (referee) ; Matějka, Libor (advisor)
This thesis deals with a design of an energy-efficient hotel in the Jeseníky mountains. Main parts of the project are to be found in folder C, containing the drawings including five technical details, technical report with attached list of compounds, thermal assessment and fire safety project. The work also contains a study in folder B, which represents the initial version of the project, including the evolution of the project, staircase calculation and simple visualization. This thesis can be used as project documentation for actual building operation.
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