The thesis is focused on the assessment of two wooden roof structures of the building, which is located in Brno on the street Rumiště 8. Parts of the work are also theoretical knowledge of roof structures, building technical survey and diagnostic methods. Rating roof truss was based on a survey of sensory and instrumental methods. In the first step were measured dimensions of roof truss members and were determined roof structures. In the next section was researched damage of elements and his causes. Rehabilitation solution was established for each type of damage to the components resist any attack as long as possible. This report had been prepared for the property owner who plans complete reconstruction.

The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.

The work deals with the design of a load-bearing wooden structure of a mountain hotel in the foothills of the Jeseníky Mountains. It is a building without cellar, two floors and a attic room. The floor plan of the building is 17 x 30 m with a porch of 3 x 10 m. Height of the building up to the ridge is 13.2 m. The design of the roof structure has been chosen from 2 different variants. Material usage consist of grown wood of class C24, glued laminated wood of class GL32h and steel S355. Static analysis was calculated by Dlubal RFEM software.

Denna rapport är en del av ett examensarbete på avdelningen för "Byggteknik och design" med inriktning "husbyggnad, projektering och konstruktion" på Kungliga Tekniska högskolan i Stockholm, Sverige. Rapporten handlar om byggandet av ett tak för en skolbyggnad i byn Lwengo Basilla som ligger i sydöstra delarna av Demokratiska republiken Kongo. Skolprojektet finansieras av en ideell organisation i Sverige som heter "Elikia na Biso" och leds av Miza Landström. Designen och konstruktionen av skolan har tagits fram med hjälp av studenter från olika avdelningar inom Kungliga Tekniska högskolan (KTH). En grupp studenter från KTH hjälpte till att lägga grunden och väggarna i skolan. Nästa grupp av studenter skickades för att hjälpa till med byggandet av skolans tak. Denna rapport fokuserar på att dimensionera och konstruera taket på skolan med hjälp av lokala material på ett effektivt sätt. Stegen för att bygga en geringslåda (precisionslåda), samt sågning och spikning av takstolen, och uppsättning av takstolarna på rätt plats har beskrivits i detalj. Virket som användes till takstolarna var mycket mer hållbara än vad som förväntades, och detta förstärker stabiliteten och säkerheten av hela taket. Taket på den första skolan blev klar, och de anställda kommer att bygga taket på den andra skolan själva med de erfarenheter de fått under byggandet av den första skolan. / This report is a part of a thesis in the department of “Construction engineering and Design” with specialization in “house building, planning and construction” at the Royal Institute of Technology in Stockholm, Sweden. The report is about the construction of a roof for a school building in the village of Lwengo Basilla located in south eastern parts of Democratic Republic of Congo. The school project is funded by a non-profit organization in Sweden named “Elikia na Biso” headed by Miza Landström. The design and construction of the school has been put forth with the help of students from different departments of the Royal Institute of Technology (KTH). A group of students from KTH helped to lay the foundation and the walls of the school. The next group of students was sent to help with the construction of the school roof. The focus of this report is to dimension and construct the roof of the school using local materials in an efficient way. The steps of constructing a mitre box(precision box), the sawing and nailing of the roof truss, and raising the roof trusses into place are all described in detail. The timber used for the roof trusses was much more durable than what was expected, this ensures the stability and safety of the roof. The roof of the first school was finished, and the workers will build the roof of the second school by themselves with the experience they gained during the construction of the first school.

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.

Diploma thesis solves the creating of layout study and creation of documentation for the realization new fire station. In the object is contemplated with placement of regional fire brigade unit, category JPO I and volunteer firefighter unit of city together, category JPO III/1. Fire station category will be considered as P1. The object consists of two structurally and functionally different parts. The first part is made of ceramic masonry with external thermal insulation composite system. Here are located administrative and operational premises. This section has two floors. Second part is solved as single-storey skeletal system made of reinforced concrete, roofed by prestressed concrete trusses. This part contains technical facilities and a garage. The cladding of the skeletal part of building is designed by using sandwich facade panels. Object has dissected ground plan, maximum dimensions are 54,80x22,20 m. Building has no basement and is roofed by flat roofs only. Object is located in peripheral locality of the city Jaroměř. Surrounding terrain is flat. Solved area contains a few related objects.

This master´s thesis solves the building and technological project of a new guest house building in the village Skalka u Prostějova. It is a detached building made of brick masonry. The project contains the building of guest house and gabion retaining wall with parking place. Thesis is comprised of, inter alia, technological sketch of the main phases of building, time and financial plan, site facilities project, machinery proposal, budgets, technological rules and inspection and test plan.

The subject of the diplom work was to prepare a detailed project documentation of the penzion with hippotherapy in Veseli nad Moravou. This is a document processing house with two floors and the building stables. The object of the pension are located accommodation rooms, dining room and especially apartment manager. The building is located 12 stables are housed boxes, feed stores and higienické facilities for guests.

This diploma thesis solves processing of documents for realization of hotel construction in Špindlerův Mlýn. The work contains technical report, coordination situation, time and financial plan of construction, construction technology study, project of construction site equipment, design of construction machinery, plan of material resources, technological regulation for truss realization, plumbing and roofing, control and testing plan protection of health at work, playground project.

Diploma thesis "Reconstruction of Restaurant with Housing Facilities Extension" is processed in the form of project documentation for building construction according to the applicable regulations (Act No. 183/2006 Coll., On Zoning and Building Regulations, including subsequent amendments). The project deals with the reconstruction of the existing restaurant building in the village Lísek, No. 89. The building is located on plot No. 49 in the cadastral Lhota u Lisku. Floor plan of the existing building is in rectangular shape with almost the unused basement and a deck above. The 1st underground floor is currently used only technical room and garage. In the 1st floor there is the sales area of restaurant, large kitchen and rooms for staff. Existing structures do not show signs of major damage. Reconstruction is not due to the technical condition of the building, but due to operationally unsatisfactory disposition and investor requiring to create an accommodation capacity. The requirement was to build new rooms to accommodate 24 persons. The supporting structural system of the 2nd floor is designed of ceramic bricks and 3rd floor due to the resistance of existing constructions is newly designed as wooden sandwich. The window openings are fitted with a six-chamber windows with triple insulation. Horizontally extension of the existing building corresponds to the current object. The roof of the building is gabled with dormers lighting the rooms in the 3rd floor. The building is designed so that even after the reconstruction match an existing installation. Part of building construction works is also landscaping. Due to the partial change in purpose of the building was necessary to design a suitable parking space with adequate capacity.