This thesis solves the project of materniti house in moderate terrain. Materniti house is located on the grounds numbers 1475 in the village Jezeřany - Maršovice. The building has two floors. Materniti house is designed for 60 children and 15 employees. Building serves as a pre-school institution for the education of children. The buiding has a load-bearing wall system. The outer walls, load–bearing walls and partitions are from ceramic blocks POROTHERM. Wall is insulated with mineral wool BAUMIT thickness of 100 mm. The ceilings are made of prestressed hollow panels Spiroll HCE 250 thickness of 250 mm. The roof of building is part of the aisle, made of wooden trusses with an inclination of 12°. Truss consists of hunter cased sloping roof. The second part of building consists of single-layer flat roof. The facade is part of non-ventilated and ventilated by fiber-cement boards CEMBRIT. Windows are plastic DESIGN by VEKRA. Balcony two-doors are plastic VEKRA CLASITIC VD. Entrance two-doors are wooden VEKRA NATURA 68.

The task of this diploma thesis is to suggest insulation of chosen building and evaluate difference of operation costs before and after finishing the insulation. The economic return of the investment will be focused as well.

The trend in today's civil engineering are growing demands for quality and comfort constructed buildings and spaces in them. This trend causes a change in the approach to designing buildings and building new buildings. One of the main directions great importance is attached dedicated reconstruction of buildings and their technical adjustments to meet the ever increasing demands being norms and laws. One of the most monitored parameters are thermal-technical characteristics of objects - i.e. better quality means saving on heating costs. In this connection there is a big trend of the modern construction industry and building insulation, mainly ETICS systems. Dissertation focuses on the basic (reinforced) layer of the ETICS and examines the effect of low temperatures, acting on the matter in the implementation of the system, the properties of this layer. This coating is one of the key elements of the system, which more or less determines the quality and durability of the system. The first part deals with the current state of the problem and generally insulation systems, basic types and the advantages and disadvantages of these systems. In the main part of the work is solution focused work, its objectives and methodology for testing materials using laboratory tests and are mentioned outputs of experiments in terms of results. The final section addresses the evaluation of the data and results and output for construction practice. The theme of work was also addressed in the specific research. The works are also numerical and graphical attachments to records of experiments and calculations.

This diploma thesis solves the project of four-storey, partly cellared mountain pension situated in the plant number 645/2 in the cadastral area in Deštné in Orlické hory. The building has a capacity of 44 seats to accommodate 72 persons in the restaurant and 57 persons in the wellness center. There is a wellness center with fitness room and engine room of air-conditioning system in the basement. There is an entrance hall with hotel base, restaurant, sanitary facilities and utility room with boiler room on the first floor. The second and third floor is designed for accommodation. There is an outdoor terrace of restaurant. The building has a load-bearing wall system. The load-bearing walls and the partition walls are bricked up of the porous concrete YTONG bricks and sand-lime bricks SILKA. The walls are insulated of mineral wool thickeness 200 mm and EPS Perimeter thickeness 140 mm underground section and plinth area. The ceiling structure are made of the prestressed hollow core panels spiroll thickness 250 mm and wooden beamed ceiling. There is a saddle wooden roof. The windows and the doors are made by the company Progress. The part of facade of the building is ventilated. This project is designed by the computer software ArchiCAD.

This diploma thesis is focused on design of project documentation apartment residence with wellness centre in Beskydy Mountains. It is a three floors apartment residence with wellness centre with basement, with is located in sloping plot in the village of Staré Hamry in Frýdek-Místek. Nearby are 2 ski lifts and 3 ski slopes. The whole area is very used by tourist in summer and winter season. In building is 13 apartments and they are designed to be suitable for a longer stay with one apartment is designed for people with limited mobility. Residence is possible make accommodation for 36 people. In wellness part are designed swimming pool, whirlpool, finish and infra saunas. The main disposal idea was separate an accommodation part from wellness part. The supporting system consists of two structural systems. As a main building material was in basement part used a permanent formwork from vibropressed concrete blocks and in upper floor are used ceramic block Porotherm with voids filed by hydrophobic mineral wool. Loadbearing interior basement part consist of reinforced concrete columns with make a space for parking space for cars. Ceiling construction consists of prestressed hollow core slab Spiroll. Roof is designed as a saddle roof. The main result is the correct design of the building with a correct layout design, correct structural design, architectural, energy saving and safety in use of the building.

The thesis solves the project of a kindergarten in the field of inclination 7%. The kindergarten is located on the plots number 570, st. 373, st. 374 in the village Vrané nad Vltavou. The building has two floors and one basement. The kindergarten is for 60 children and for 11 employees. The building serves as a preschool institution for raising children. The supporting structure consists of a precast concrete frame supplemented in the basement by a cast-in-place wall and a foundation slap. External walls and partitions form sand-lime bricks Sendwich. The external walls are completed with Orsilt TF Profi mineral insulation th. 280 mm. The floors are made of prestressed concrete floor slabs Spiroll PPD 256 th. 250 mm supported by T and L primary beams. The building ends with a could extensive green roof. The slope and space for the blow-in insulation Climatizer Plus uses Steico Joist 400 I-beams. Windows are wooden frame Optiwin Purista and doors are Optiwin Entrada.

Idag ökar man isoleringen alltmer i takkonstruktion för att spara energi. Ökad mängd isolering minskar temperaturen över takets yttre delar och höjer den relativa fuktigheten där.  Dessutom finns risk att fuktigt material byggs in mellan alltmer täta skikt vilket leder till att det tar längre tid för byggfukten att torka. Detta resulterar i en ogynnsam fuktfördelning med höga relativa fuktigheter över konstruktionen där risken för mikrobiell påväxt ökar. Syftet med denna studie är att utreda hur fuktomlagring sker baserad på inbyggnadsfuktkvoten i välisolerade parallelltak. För att göra riskbedömning av olika takkonstruktioner har fuktsimuleringar gjorts i Wufi 2D där resultat analyserats i Wufi Bio för bedömning av risknivå för mikrobiell påväxt. Resultaten indikerar klart skillnad mellan val av ventilerad och oventilerad takkonstruktion. Det råder även en skillnad mellan val av isoleringsmaterial, takets färdigställandedatum, takets exponeringsriktning och takets utvändiga ytskikt. Slutsatsen är att det råder en större risk för mikrobiell påväxt hos oventilerad takkonstruktion, takkonstruktion som färdigställs under höst (den 1 oktober) jämfört med vår (den 1 april), takkonstruktion som är exponerad mot norr jämfört med söder samt takkonstruktion med utvändigt ytskikt av plåt istället för sedum. / Today there's an increase in the use of insulation in roof constructions in order to save energy. Increased amount of insulation allows temperature drops in the outer layers of the roof resulting in higher relative humidity in the surrounding construction.  There is also a risk that moist materials are built-in between tight layers which contributes to longer drying processes in order for the moisture to successfully dry out. This also contributes to an unfavorable divide in moisture with high relative humidity settling on top of the construction where risk of microbial growth is the greatest. The aim of this study is to investigate how moisture behaves based on the mounting quota of moist in well insulated parallel roof constructions. To make a risk assessment of different roof constructions, different simulations have been created in Wufi 2D where results are further analyzed in Wufi Bio for final assessment on whether there is an apparent microbial advantage. The result help shimmer light on the differences between ventilated and unventilated roof constructions. There is also an evident importance in choice of insulation materials, the finish-date for the roof, exposure vulnerability and the outer coating of the roof. The conclusion is that there is a greater risk of microbial damages in unventilated roof constructions when comparing the roof construction that is finished first of October in comparison to first of April, the roof construction that is exposed to north rather than south and to the roof construction with outer surface layer of tin rather than sedum.

To save energy it’s popular to build houses with low energy loss. In these houses the walls are keeping a lower temperature in the external side which leads to a higher relative humidity. In addition more material, such as wood studs, are used which means that there is more moisture to dry. More moisture in combination with higher relative humidity may pose a higher risk of microbial growth. The purpose of this study was to investigate what is a reasonable moisture content in wood studs in four different well-insulated exterior walls. It has also been investigated how moisture rearrangements effect the exterior walls. The software Wufi2D, which does moisture-simulations, was used to collect data. The results have been analyzed in Wufi Bio which showed that the moisture content should be somewhere between 12.5 to 18.5%, depending on how the wall is built. The conclusions are that windbreaks vapor resistivity is essential for what is a reasonable built in moisture content in the wood studs. Depending on the materials that are used, it´s important to consider how much moisture the wall construction contains.

The aim of the master´s thesis is to design a Residential care home as smart building. It is situated in the centre of Křenovice near Brno. The master´s thesis is divided into three parts, first part presents design documentation, second part is focused on building services and the final part presents noise control in building. Residential care house is designed as two-storey building without basement with flat roof. On the first floor there is utility area for senior house and healthcare facility and on the second floor there are flats for seniors. Residential care house is built on footing. Load-bearing and non-load-bearing walls are designed from hollow bricks type THERM. External walls are insulated with mineral wool. The roofing of residential care house is made up of extensive green roof. The building services of the building includes two ground-water heat pumps with boreholes for heating and cooling, photovoltaic panels, HVAC, hot water cylinder and rainwater storage tank. The final part is focused on noise control in building. It is about acoustic in construction. Noise study is also included.

The thesis solves the project of a kindergarten in the field of inclination 7%. The kindergarten is located on the plots number 570, st. 373, st. 374 in the village Vrané nad Vltavou. The building has two floors and one basement. The kindergarten is for 60 children and for 11 employees. The building serves as a preschool institution for raising children. The supporting structure consists of a precast concrete frame supplemented in the basement by a cast-in-place wall and a foundation slap. External walls and partitions form sand-lime bricks Sendwich. The external walls are completed with Orsilt TF Profi mineral insulation th. 280 mm. The floors are made of prestressed concrete floor slabs Spiroll PPD 256 th. 250 mm supported by T and L primary beams. The building ends with a could extensive green roof. The slope and space for the blow-in insulation Climatizer Plus uses Steico Joist 400 I-beams. Windows are wooden frame Optiwin Purista and doors are Optiwin Entrada.