It has been observed that returning honey bee foragers congregate with unemployed foragers and food receiver bees in a localized region of the hive known as the dance floor. Here, the returning foragers advertise food sources via the waggle dance. It was hypothesized that the close proximity of the dance floor to the hive entrance was related to foragers minimizing time and travel inside the hive. The hive entrance is conventionally located at the bottom of the hive. It was suggested that this location was ideal for easy removal of debris. This correlation between dance floor location and hive entrance location invokes further examination of the relationship. Is the hive entrance location used to establish dance floor location? Using scan sampling- the hive was visually scanned along rows in a descending fashion from the top right corner to hive entrance. The location of each observed waggle dance was recorded for 30 minutes. Observations were conducted for three consecutive days, then the hive entrance location was displaced. The observation hive was altered to contain three hive entrances located adjacent to the bottom first frame, adjacent to the center of the second frame, and adjacent to the middle of the third frame. Only one hive entrance was open at a given time. For the last three days of the experiment, the bottom hive entrance was made accessible again. Regardless of entrance position, the dance floor was seen to be established adjacent to the hive entrance.

The project involves the design and solution of a restaurant with dance floor and accommodation. This includes a new building on land plot 389/1, 389/3, 389/4, 1632/2, 1632/3, 1634/9, located in the town of Čáslav. Access to the building and layout inside the building is barrier-free. The restaurant is designed for a capacity of 120 people to sit. The total bed capacity of the pension is 14 beds. One double room is designed for barrier free use of the accommodation unit. The structural system of the object is masonry, with additional elements of the cast-in-place concrete frame. At the site of the largest span are designed reinforced concrete columns and dimensioned 0.3 x 0.3 m with a maximum centre to centre spacing of 5.31 x 5.775 m. Basement masonry is supposed to be from permanent shuttering. The masonry part of the building at the groundfloors is made from ceramic blocks of type POROTHERM with 300 mm thickness. Internal loadbearing masonry and not loadbearing masonry walls are built from ceramic blocks of POROTHERM with thickness 250, 150, 80 mm, or plasterboard partition with thickness 155 mm. The building is insulated with a contact insulation system. The (exterior) building envelope is designed with a ventilated air gap. The floor structure is supposed to be from reinforced concrete monolithic slab. The building is roofed with a flat roof with a single-layer flat roof with a classical layout. Above the restaurant will be an extensive green roof.