1. Statická

Production facility – expansion of dressing rooms

Location:	Klasterec nad Ohri
Architect:	KMS s.r.o.
Client:	Takenaka europe
Implementation of project:	06/2007
Activities implemented:	Static element of the project for implementation of construction
Construction time:	2008

A one-storey addition to the existing TGSSC3 production facility. The addition’s load-bearing structure consists of a prefabricated reinforced-concrete frame on foundations comprising piles with reinforced concrete heads. The building will have a single line of columns and roof trusses with 6m spacing for a 12m span. The addition has a flat roof with minimal pitch.

Reconstruction of the roof of the historic departures hall Masaryk station Prague

Location:	Masaryk station Prague
Architect:	Tichý a Kolářová s.r.o.
Client:	Masaryk station development, a.s.
Implementation of project:	2010 - 2011
Activities implemented:	Complete static element of project documentation
Construction time:	2011

Recuperation hall

Location:	Hodonice
Architect:	-
Client:	Sladovny Soufflet ČR
Implementation of project:	02/2009
Activities implemented:	Complete static element of project documentation
Construction time:	2009

This is a hall-type building. The building will have an rectangular ground-plan measuring approx. 14.5 x 20.5 m and will have a height of 8.0 m at the roof ridge. The building will contain five crossbeams spacing and will be a two-aisle structure. The building will comprise a single dilatation unit. The hall’s load bearing structure consists of two-hinged steel frames rigid in the transverse direction of the hall.

Riding hall on the farm Čapí hnízdo

Location:	Semtin
Architect:	SGL projekt s.r.o.
Client:	Farma Čapí hnízdo, a.s.
Implementation of project:	2010 - 2011
Activities implemented:	Complete static element of project documentation
Construction time:	2011

SANDERA warehousing facility

Location:	Chyne, Prague
Architect:	-
Client:	Sandera s.r.o.
Implementation of project:	02/2009
Activities implemented:	Static calculation performed in the case of a change to the structure prior to its completion
Construction time:	2009

Due to the unfavourable geological characteristics of the building site, this hall was originally designed as a basement building and the load-bearing structure was fundamentally changed. The general contractor withdrew from the project during the rough-construction phase. Our work consisted in consultations, on-site resolution of structural details and formulation of a static calculation for documentation of the change made to the structure prior to its completion. The building is a three-storey hall with concrete foundations, steel columns and girders, ceilings composed of sheet metal and concrete and load-bearing walls of water-shedding blocks.

SPONA warehousing facility

Location:	Nupaky u Prahy
Architect:	Ing. Arch. Jaroslav Tomek
Client:	Spona s.r.o.
Implementation of project:	09/2007
Activities implemented:	Static element of the project for issuance of the building permit and project for selection of contractors
Construction time:	2008

This hall-type structure has an L-shaped ground-plan measuring 36 x 42m and is composed of two aisles 18m in width. The warehousing facility consists of three parts – warehouse, display room and three-storey built-in structure. In the display room and warehouse section there is a built-in gallery at the level of the first and second floors connected with the ground floor by two staircases. The building has a prefabricated reinforced-concrete frame. The height of the hall under the roof ridge is 9.4m. The sheathing of the peripheral walls and ceiling is trapezoidal sheet metal with embedded mineral insulation. The hall’s underpinning consists of prefabricated reinforced-concrete joists.

Truck parking facility

Location:	Skvorecka St., Uvaly u Prahy
Architect:	KMS s.r.o.
Client:	Petr and Pavel Branysovi
Implementation of project:	07/2008
Activities implemented:	Static element of the project for issuance of the building permit and project for selection of contractors
Construction time:	In hand

This is a hall-type building with a built-in two-storey structure for offices and sanitary facilities. The building will have an L-shaped ground-plan measuring approx. 24 x 17.5m and will have a height of 7.2m at the roof ridge. It will have a flat roof with minimum pitch. The building will contain five crossbeams with 6.0m spacing and will be a two-aisle structure. The span of each aisle will be 7.5m. The building will comprise a single dilatation unit. The hall’s load bearing structure consists of two-hinged steel frames rigid in the transverse direction of the hall.