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Mountain Hotel
Surala, Václav ; Havířová, Zdeňka (referee) ; Lavický, Miloš (advisor)
This thesis deals with design of a mountain hotel in the village of Loučná nad Desnou. The building has a four floors and a basement. Rooms for technical support and fitness center are situated on he basement. On the first floor are reception, restaurant and shop with sports equipment .On the second floor are rooms for guests, multifunctional room and utility room. On the third floors are only rooms for guests and utility room. There is a posibility to visit a green flat roof from the fourth floor. Object of mountain hotel is designed from permanent formwork and sand-lime blocks and floors structures are designed of lightweight concrete. Mineral wool is used for thermal insulation of the facade. Roof is designed as a green warm flat roof.
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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
Vandrovec, Aleš ; Bartolšic, Vít (referee) ; Matějka, Libor (advisor)
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.
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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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Mountain hotel
Ducháček, Ondřej ; Klímek, Karel (referee) ; Čuprová, Danuše (advisor)
This master´s thesis deals with the design of the Mountain hotel with restaurant. The project is elaborated in the form of an implanting-level documentation. The object is situated at the land parcel No.115/5 in village cald Červená voda. The object is designed as tree-storey with the partially cellarage, the roof is propose as saddle roof.
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Mountain hotel
Jurčo, Pavel ; Jelínek, Petr (referee) ; Petříček, Tomáš (advisor)
The Master's thesis dealt with the project new construction hotel in the village of Kvilda, district Prachtice. Mountain object is used for accommodation and meal serving of guests and its accommodation capacity is 50 reviews. The building is partly basement with three floors. The support system is made up in the basement of formwork blocks and in the overhead floors ceramic blocks, which are supplemented by insulation system Porotherm with Styrofoam. Object is an irregular floor plan and is covered with a single layer flat roof. In addition to fire safety, the work addresses the project documentation as well as an assessment of the proposal of concrete constructions and solves the heat heating object too.
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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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The mountain hotel in Jeseníky
Holub, Radim ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
Design of timber structures of mountain hotel is performed. The building is slab-on-ground, three – storeyed, plan size axially 36×15 m. Total build up area is about 567 m2. It’s constructionally timber skeleton structure of modern construction that consist of supporting members and joists in several meter grid. Wall and floor frames, that provide object stability, consist of components of elementary frame structure. The roof of building is designed as plate girder in modul grid with lengthwise purlin.
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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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Timber load bearing structure of a hotel building
Janči, Michal ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The bachelor’s thesis deals with the design and assessment of the timber load bearing structure of a hotel building in Kouty nad Desnou, Jeseníky, at an altitude of 606 metres above sea level. The object has a rectangular shape with dimensions approximately 36x16m. The lower part of the structure is designed as a two-floor heavy frame and an attic. The columns are designed as swinging angles, and stiffening is solved by a set of bracings and struts. The roofing of the object is solved by purlin truss system with a triple vertical stool. The emphasis is placed on the use of commercially available timber beams. The sheathing of the structure will be solved by Fermacell gypsum boards.
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