Architectural solutions

The warehouse building to be built is a one-story rectangular building, the administrative building is a three-story rectangular building. The dimensions of the building in the axes are 78,5 x 36,0 m. The size of the ramp is 48.0 x 4.5 m. The degree of fire resistance of the industrial part of the building - II. Fire hazard construction class -CO. Functional fire hazard class - F5.2, F3.6. Building responsibility class - II. For a conditional mark of 0.000, the mark of the finished floor of the warehouse -14.000 in the BS was taken. Wall protection - a sandwich panel - in a warehouse b=100 mm, in ABK - b=120 mm. The walls of the staircase - foam concrete -250 mm. Walls of technical premises - brick -120 m. The roof is flat, combined, insulated. The drain is external. Roofing, waterproofing and sealing materials must meet the requirements of current GOSTs and TUs. Internal partitions of the building - drywall on the frame. Walls of technical premises - brick -120 mm. Fire barriers - aerated concrete -250 mm. Internal slopes of window and door openings, joints are finished with gypsum board, in sandwich panels - with flashings (complete delivery of the manufacturer). In the premises of bathrooms and provide for door fillings of openings with built-in ventilation grills in the lower part of the leaf. Door blocks in external doorways must have devices for self-closing. Finishing and facing materials used on escape routes are accepted with fire-technical characteristics corresponding to clause 6.25 of SNiPa 21-01-97 *. All load-bearing elements of the metal frame, which have fire resistance limits established by the project, are subject to fire protection. Fire protection works (including the development and approval of a fire protection project) are carried out by a specialized organization that has the appropriate license. The color scheme of the building and facade elements according to the RUUKKI catalog: Basic gray - RR21. Green stripes - RR36.

Constructive decisions

The designed buildings of the complex are capital structures. Constructive fire hazard class - CO. The main load-bearing structures are columnar monolithic reinforced concrete foundations, a metal frame-braced frame, monolithic reinforced concrete ceilings along a profiled sheet, a steel profiled sheet covering. The rigidity of the building is provided by a frame-braced frame. Columnar foundations are made in accordance with the perceived loads from the roof structures, metal frame structures and interfloor ceilings with payloads (for the administrative building). Estimated snow load on the roof is 180 kg/m2. The fastening of metal columns with reinforced concrete under-columns is carried out through an anchor with a diameter of M24, the fastening is hinged. The grillages are made of concrete grade B20, W6 and reinforced with A400 reinforcement. Power floors in the warehouse building are designed at the level of 0,00 for the design load of 10,0 t/m2.