My diploma thesis occupies with project documentation for building of house with the day care, with conformity of legal regulation and technical standards. My work solves the buildings dispositions with proposal of right construction system and supporting system with using right materials, important for me was the integration into near built-up area on the periphery of town. My diploma thesis evaluates the building from the point of view of building physics. It verifies warm-technical and sound-isolating properties of constructions, from the suggested materials and it verifies the materials with standards values.

This diploma thesis deals with the technical design of extensive replacement of overhead lines by high voltage cables in the given distribution area. In its first part the thesis is focused on the survey of the concerning legislation and technical standards, which must be followed during making technical design documentation. It also mentions the processes which precede the replacement itself. There are also the operational differences between the overhead lines and the high voltage cables in the first part, too. The second part is focused on the technical description of the given area, the technical design of the replacement by high voltage cables and the realization of calculation, which is important as a base for further realization of technical arrangements. The consideration of technical feasibility and economic efficiency are also contained in the second part.

Thesis "Price of construction according to future user point of view" is focused on the user's possibilities of the influence of the building value associated with the leife cycle. In the thesis explains what is facility management and what is it regarded to and life cycle of the building. On the example of building a house techniques are utilized facility management. Designed there are four deigned variants for which are calculated itemized budgets, the energy consumption of the building and other cost of life cycle of the building. At the end of thw work there are these variants compared and the result implies which one is the most suitable for a future user.

The subject of this final thesis is the preparation of a project documentation for the building construction of a new pension with restaurant and wine cellar. The compound is located in Vážany nad Litavou. Its location falls under Velké Pavlovice area. Due to the location in this wine-growing region is in the project located, a wine cellar with a vineyard. The project is designed as a guesthouse with the restaurant designed for families with children, and for holding small social or company events. For this purpose, is in the main building designed a lounge with capacity of 20 people and a restaurant with capacity of 60 persons. The accommodation capacity provided in the pension is 43 beds. Pension offers background designed for relaxation or wellness stays thanks to the sauna and whirlpool. The building has rectangular plan on two basements and two above-ground floors with a mono-pitched roof facing south. This makes it possible to use solar power from the roof and south-facing facade. Water from the roof of the building is collected in a small pond, which serves as a storage reservoir useful in case of fire and vineyard irrigation. Near the building there are paved and parking areas.

Diploma thesis deals with design documentation of training centerm determined to services for public. Building is situated in Královéhradecký region, in Náchod, cadastral district Náchod, located on 1150/1, 1151/6 and 1152/1 building plots with 1949 m2 area. Trainig center has three floors. In the first floor there is nursery school and in the second and the third floor there are situated rooms of the training center with administration. Center has wheelchair access and private parking spaces. The building is designed as a brick building with Isover insulation system with ventilated facade. Vertical supporting structure is from KM Beta Sendwix and Spiroll ceiling panels – the horizontal supporting structure. The building has not walkeble flat roof structure. Zhe inclination is performed by thermal insulation at a gradient of 3%. For heating there is designed Schiedel Absolut chimney.

L-trä har på kort tid blivit en vanligare byggmetod. Detta har medfört att det underlag som finns för projektering inom området inte är lika väl utvecklade som andra stomsystem. De lösningar som finns inom KL-trä, är idag ofta projektbaserade och är inte är helt genomtänkta ur alla aspekter. Från hur en prefabricerad betongstomme projekteras fram kan vissa principer tillämpas till KL-trä, men då detta är en annan typ av stomme blir vissa lösningar mer specifika mot KL-trä.  Syftet med vår studie är att ta fram en balkonglösning som är fuktsäker och utveckla en standardiserad lösning som går att tillämpa praktiskt. Den ska även uppfylla de krav som regelverken ställer för en balkong. I rapporten används kvalitativa metoder som metodik. Litteraturstudier har använts för att ge en analys av det arbete som finns inom området idag. Datainsamling utfördes med Tom Noremo, som ligger till grund för intervjuer. Intervjuer utfördes med 11 sakkunniga med olika erfarenheter inom byggbranschen. Studien avgränsas till utanpåliggande balkonger infästa med dragstag. Även fasadsystemen avgränsas till Rockwools REDair alternativt PAROC:s ZERO. Den detalj som tas fram är enbart för bostadshus och ska klara av de tillgänglighetskrav som en balkong ska uppfylla. Inga beräkningar för bärförmåga har utförts och redovisad lösning utgår ifrån en befintlig lösning.  Från litteraturstudierna och intervjuerna har en detalj för en balkong i KL-trä projekterats fram. Lösningen har liknande infästning som den detalj rapporten utgår ifrån. Resultatet blev att stålramen med UPE-profil som ligger runt om KL-skivan ska bytas ut mot en L-profil och infästning av dragstag ska sitta i sidorna. Balkonger i KL-trä ska ha hålkäl likt de som en prefabricerad betongbalkong har och ska dras hela vägen till framkant. Balkongerna ska utföras med en tralluppbyggnad som gör det enkelt att klara av tillgänglighetskraven och ger en mer fuktsäker konstruktion. Det tätskikt som monteras måste klara av den mekaniska åverkan som kommer från trallen, närmast dörrtröskel ska brädor bytas ut mot gallerdurk. För de balkonger som är extra utsatta för nederbörd kan en sockeluppbyggnad utföras. Slutsatsen blev att det krävs omfattande åtgärder för att en balkong i KL-trä ska bli lika hållbar som en betongbalkong. Materialval och arbetsutförande har en stor inverkan på slutresultatet. Studien har resulterat i ett gediget projekteringsunderlag för utformning av balkonger. / CLT is becoming a more popular building method. Therefore, the design documentation for CLT is not as developed as other frame systems. The solutions that exist today are only project-based and not always as well thought out as compared to how prefabricated concrete systems is designed. Some principles can be applied to CLT but since this is a different type of material the solutions need to become more specific to CLT.  The purpose with our study is to develop a standardized balcony detail in CLT which is moisture-proof and can be applied in practice. It must also meet the requirements and regulations for a balcony set by the authorities.  The report uses qualitative methods as a methodology to analyse the work that exist today for a balcony in CLT. We used literature studies and conducted 11 interviews with experts obtained from Kåver & Mellin. The study is limited to wall-mounted balconies attached with tension rods. The facade systems are limited to Rockwool´s RED air or PAROC zero. The detail in the report is only for apartment buildings and will meet the requirements set for a balcony. No calculations for load bearing capacity have been conducted where the solution is based on an existing solution.  As a result, from the literature studies and interviews, a balcony detail in CLT has been projected. The detail uses similar attachments as the detail the report is based on. The result from the methodology was that the steel frame that is applied around the CLT-panel must be replaced with a L shaped steel frame. The attachments for the tension rods must be placed on the sides of the balcony. Balconies in CLT must have the same triangle formed element as prefabricated concrete balconies has and be drawn all the way to the front edge of the CLT-panel. The balconies need to be made with duckboard which makes it easier to meet the requirements of accessibility and provides a more moisture-proof construction. The waterproof layer needs to be able to withstand the load bearing coming from duckboard. The boards closest to the threshold can be replaced with a floor grate. The balconies that is extra exposed to bad weather can have an extra outer wall construction. The conclusion is that a balcony in CLT need extensive measures for it to become as durable as concrete balconies. Material selection and the work performance have the biggest impact on the result. The study has resulted in a solid design documentation for a balcony in CLT and an alternative solution has been produced which is moisture-proof and can be applied in practice.

Целью данного исследования является повышение качества проектной документации за счет разработки требований к цифровым информационным моделям конструктивных решений, входящим в состав информационных моделей объектов капитального строительства, для проведения автоматизированной экспертизы проектной документации в программном комплексе Solibri Model Checker. В рамках исследования был проведен обзор существующих программ проверки ЦИМ и комплексных решений по верификации информационных моделей. Для проведения автоматизированных проверок было выбрано ПО Solibri Model Checker, в котором были разработаны правила проверок ЦИМ на соответствие требованиям СП. На основе создания правил проверок и анализа этого процесса были разработаны требования к ЦИМ конструктивных решений, входящим в состав информационных моделей объектов капитального строительства. Данные требования разработаны для проектных организаций с целью подготовки ЦИМ, представляемой в ГАУ СО «Управление государственной экспертизы» для успешного прохождения государственной экспертизы проектных решений. / The purpose of this study is to improve the quality of project documentation by developing requirements for digital information models of design solutions, which are part of information models of capital construction objects, for conducting automated examination of project documentation in the Solibri Model Checker software package. As part of the study, a review of existing CIM verification programs and integrated solutions for verifying information models was carried out. Solibri Model Checker software was chosen to carry out automated checks, in which the rules for checking CIM for compliance with the requirements of the SP were developed. Based on the creation of inspection rules and the analysis of this process, requirements were developed for the CIM of design solutions that are part of the information models of capital construction objects. These requirements have been developed for design organizations in order to prepare the CIM, which is submitted to the GAU SO "State Expertise Department" for the successful passing of the state examination of design solutions.

La presente tesis de investigación tiene un enfoque cualitativo que resuelve el problema de las empresas consultoras, que no establecen un Plan de Gestión de Calidad (P.G.C.) en diseño y dificultan la ejecución de un Proyecto de Edificación. Por lo cual se trazó el objetivo de elaborar un Plan de Gestión de Calidad en diseño de Proyectos de edificación, con el fin de optimizar el control de los procesos de diseño y de su documentación resultante. Para ello se utilizó la metodología de diseño no experimental, de tipo exploratorio y descriptivo-correlacional. Donde la observación, inspección y registro de cualidades cualitativas en los procesos de diseño y su documentación; fueron analizadas. Obteniéndose los siguientes resultados: El control de procesos de diseño y su documentación, optimiza el diseño del proyecto, y es necesaria para la aprobación del proyecto. El cumplimiento de los requisitos del PGC asegura la validación del diseño del proyecto. This thesis is a qualitative research approach that solves the problem of consulting firms, not establish a Quality Management Plan in design and difficult to execution of a building project. Therefore the objective of developing a Quality Management Plan in projects design of building, in order to optimize process control and its design resulting documentation. For this purpose we used the non-experimental design methodology, type exploratory and descriptive-correlational. Where observation, inspection and registration of qualitative attributes in the design process and its documentation; were analyzed. Then the following results were obtained: Process control and documentation design, optimizes the design of the project, and is necessary for the approval and validation of the project. Compliance with the requirements of Q.M.P ensures the validation of the project design.

The final thesis is focused on design of functional unit od Kindergarten in Křenovice (district Vyškov). The object is subdivided to 3 functional parts. The middle part is designed as a two-storey, remaining two parts are single-storey. Whole object is without cellart. This object is formed from two separate class for fifteen children each and the middle part is design for technical facilities . For every class are two teachers and in total one a head teacher. For the preparation food a cleaningup there are three employees. In the object is one office of speech therapy with barrier free access. The roofing of object is design as a warm vegetation flats roofs. The object is design as a masonry system of sand-lime block with contact thermal insulation system.

Abstract This diploma thesis deals with the design documentation of a block of flats. The block of flats is supposed to be situated in South Moravia, Znojmo district, in Olbramovice village, cadastral area no. 709930 – Olbramovice u Moravskeho Krumlova. The building is designed as a brick building with a contact thermal insulation system. Vertical constructions are designed from the Porotherm structural system. Horizontal constructions are designed as reinforced concrete structure. Foundation structures are designed from concrete. The object is roofed with a warm flat roof. The object has four floors. On the ground floor is technical hinterland and also one flat is designed to be barrier-free. The other floors are individual flats. There are ten flats in the building. Five flats have their own loggia and two flats have terrace. The building is newly built and it has a L-shaped plan.