House with Engineering Office
Loading...
Date
Authors
Sásová, Miriam
Advisor
Referee
Mark
A
Journal Title
Journal ISSN
Volume Title
Publisher
Vysoké učení technické v Brně. Fakulta stavební
ORCID
Abstract
Hlavným cieľom bakalárskej práce je návrh polyfunkěného, čiastočne podpivničeného rodinného domu s podnikateľskou časťou, ktorá slúži ako projekčná kancelária. Dom je určený pre štvorčlennú rodinu a podnikateľ'ská časť slúžila ako pracovisko pre jedného z členov. Objekt sa nachádza na strednom Slovensku, v juhozápadnej časti obce Očová na novo vybudovanej ulici. Terén pozemku je rovinatý o celkovej výmere 869 m. Navrhovaný objekt má celkovú obytnú plochu 337,79 m2, čo predstavuje 306,86 m pre obytnú časť a 30,93 m pre podnikateľskú časť. Dispozične sa dom rozprestiera na troch podlažiach, jednom podzemnom a dvoch nadzemných podlažiach. Súčasťou domu je dvojgaráž, loggia a velká terasa s dreveným prístreškom a bazénom. Z kompozičného hľadiska je dom zložený z tvárnic POROTHERM zateplených minerálnou vlnou a strop je zo stropného systému miako. Základom domu sú pásové základy z betónu triedy C20/25. Strecha je zelená plochá a sú na nej položené solárne panely, ktoré napájajú tepelné čerpadlo. Tepelné čerpadlo je zdrojom energie pre celý objekt. Dom má aj retenčnú nádrž na dažďovú vodu, ktorú je možné využiť na záhrade. Projektová dokumentácia pre realizáciu projektu obsahuje architektonickej štúdiu, technické výkresy, sprievodnú správu, technickú správu, výkresy a správu požiarnej bezpečnosti stavby a správy pre tepelnotechnické posúdenie, posúdenie súčiniteľa dennej osvetlenosti a akustické posúdenie. Súčasťou projektovej dokumentácie sú aj výpočty základov, schodiska a odvodnenia strechy. Výkresy pre projektovú dokumentáciu sú vyhotovené v softvéroch Autodesk Revit a AutoCAD. Použitý bol aj MicrosoftWord.
The main purpose of this bachelor's thesis is to design a polyfunctional, partially basement family house with a business part that serves as a civil engineering office. The house is designed for a family with four members, and the business part serves as a workplace for one of the members. The building is located in central Slovakia, in the southwest part of the village of Očová, on a newly built street. The terrain of the plot is flat, with a total area of 869 m. The designed building has a total living area of 337,79 m, which makes 306,86 m for the residential part and 30,93 m for the business part. The house's layout is spread over three floors, one underground floor and two above-ground floors. The double garage, loggia and big terrace with a wooden shelter and swimming pool are also part of the house. From a composition point of view, the house is composed of POROTHERM blocks insulated with mineral wool, and the ceiling is made from the Miako ceiling system. The foundations of the house are strip foundations made from concrete of class C20/25. The roof is a green flat roof, and on it are solar panels which supply power to the thermal pump. The thermal pump is the source of power for the whole building. The house also has a retention tank for rainwater, which can be used in the garden. The project documentation for the realisation of the project includes architectural study, technical drawing, accompanying report, technical report, drawings and report for fire safety of the building, and reports for thermal assessment, daylight factor assessment and acoustics assessment. Calculations of foundations, stairs and roof drainage are also part of the project documentation. The drawings for project documentation are made using Autodesk Revit and AutoCAD software. Microsoft Word was also used.
The main purpose of this bachelor's thesis is to design a polyfunctional, partially basement family house with a business part that serves as a civil engineering office. The house is designed for a family with four members, and the business part serves as a workplace for one of the members. The building is located in central Slovakia, in the southwest part of the village of Očová, on a newly built street. The terrain of the plot is flat, with a total area of 869 m. The designed building has a total living area of 337,79 m, which makes 306,86 m for the residential part and 30,93 m for the business part. The house's layout is spread over three floors, one underground floor and two above-ground floors. The double garage, loggia and big terrace with a wooden shelter and swimming pool are also part of the house. From a composition point of view, the house is composed of POROTHERM blocks insulated with mineral wool, and the ceiling is made from the Miako ceiling system. The foundations of the house are strip foundations made from concrete of class C20/25. The roof is a green flat roof, and on it are solar panels which supply power to the thermal pump. The thermal pump is the source of power for the whole building. The house also has a retention tank for rainwater, which can be used in the garden. The project documentation for the realisation of the project includes architectural study, technical drawing, accompanying report, technical report, drawings and report for fire safety of the building, and reports for thermal assessment, daylight factor assessment and acoustics assessment. Calculations of foundations, stairs and roof drainage are also part of the project documentation. The drawings for project documentation are made using Autodesk Revit and AutoCAD software. Microsoft Word was also used.
Description
Citation
SÁSOVÁ, M. House with Engineering Office [online]. Brno: Vysoké učení technické v Brně. Fakulta stavební. 2025.
Document type
Document version
Date of access to the full text
Language of document
en
Study field
Pozemní stavby
Comittee
doc. Ing. David Bečkovský, Ph.D. (místopředseda)
Ing. František Vajkay, Ph.D. (člen)
Ing. Marie Rusinová, Ph.D. (člen)
Ing. Bohuslav Brukner (člen)
doc. Ing. arch. Milan Palko, Ph.D. (předseda)
Date of acceptance
2025-06-16
Defence
The student presented her work “House with engineering office”, using a PowerPoint presentation. During the defence of the thesis, she stated:
- Building solution,
- Basement, first and second floor plan,
- Sections,
- View at building,
- Structural system of the object,
- Load-bearing structures and their connection at different levels,
- Materials solution,
- View at building,
The student further clarified and answered the questions and comments of the opponent of the thesis:
1. Coordination plan – for what reason are there two retention tanks located on the property? What is the distance of the retention tank from the property boundary? The position of the water meter shaft is designed according to which methodology? In general- what constitutes a service connection and what is considered internal (on-site) distribution, and how can this be determined from the given plan? Distances between the new building and existing structures are missing. Important information about the building is also lacking – such as roof type, building height, etc. Additionally, some values are incorrect or missing – for example, the percentage of built-up area. Protection zones are not indicated, nor are the basic dimensions or the lengths of utility connections (an estimate would suffice). The plan does not make it clear where sidewalks, roads, and driveway entrances are located. Drainage is not shown – it is unclear where inspection manholes will be placed or where water will infiltrate, etc.
2. Floor plan basement – How will the connection of the sewage system from sanitary appliances to the public sewer system be resolved (the horizontal sewer will be approximately -3.5 m below ground level at its highest point)? How is water drainage from the basement window wells resolved? How is the ventilation of room 002 resolved?
3. First ground floor plan - how is the direct ventilation of the garage ensured? What is the design of the oil separator, and what kind of maintenance does it require? How is the lintel above the corner window constructed—how is it supported, what is its height, and is it in any way composite with the ceiling structure?
4. Section A-A – shoring – what type of shoring is proposed, how will the excavation be carried out, etc.? Why are the foundations in the unbasemented part at a depth of -2.02? What input information was used to design the drainage? Will all the foundations be formworked? Basemented part of the building – what type of hydro-physical stress is considered here?
5. Detail E – Why is waterproofing applied along the full height of the foundation?
Finally, further questions were submitted by the members of the Examination Committee:
- Why do you design pumping of waste from building?
- How do you design connection of technical equipment of house?
- Do you know how much it will be cost the sharing around the house?
- On which depend design of foundations, and mainly at hight of a foundation?
Student s dokonalým přehledem zaujímal odborná stanoviska ke všem připomínkám oponenta a výborně reagoval i na všechny otázky členů komise, které byly k obhajované práci položeny.
Result of defence
práce byla úspěšně obhájena