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National Repository of Grey Literature 2 records found  Search took 0.00 seconds. 
Firehouse - station type P1
 Tuza, Ondřej ; Burianová, Lenka (referee) ; Kacálek, Petr (advisor)
This diploma thesis solves creating of the layout study and creation of documentation for the realization of a new fire station. In the building, the location of the JPO I rescue units is considered. The territorial jurisdiction is usually considered to be within 20 minutes of dislocation. The category of the fire station will be considered as P1. The object consists of two structurally and functionally different parts. The first part is designed as a one-storey reinforced concrete skeleton roofed with pre-stressed ceiling panels. This section includes technical background and garages. The cladding of the skeletal part of the building is solved by a masonry block made of lime-sand blocks with external thermal insulation composite system. The second part is walled from lime-sand blocks with external thermal insulation composite system. There are spaces of administrative and operational character. This section has two above-ground floors. The ground plan is fractured, the maximum dimensions are 45.59 x 28.34 m. The building has no basement, roofed only with flat roofs. The object is situated in the peripheral locality of Příbor, the terrain is slightly sloping.
Detailed record
Firehouse - station type P1
 Tuza, Ondřej ; Burianová, Lenka (referee) ; Kacálek, Petr (advisor)
This diploma thesis solves creating of the layout study and creation of documentation for the realization of a new fire station. In the building, the location of the JPO I rescue units is considered. The territorial jurisdiction is usually considered to be within 20 minutes of dislocation. The category of the fire station will be considered as P1. The object consists of two structurally and functionally different parts. The first part is designed as a one-storey reinforced concrete skeleton roofed with pre-stressed ceiling panels. This section includes technical background and garages. The cladding of the skeletal part of the building is solved by a masonry block made of lime-sand blocks with external thermal insulation composite system. The second part is walled from lime-sand blocks with external thermal insulation composite system. There are spaces of administrative and operational character. This section has two above-ground floors. The ground plan is fractured, the maximum dimensions are 45.59 x 28.34 m. The building has no basement, roofed only with flat roofs. The object is situated in the peripheral locality of Příbor, the terrain is slightly sloping.
Detailed record

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