The designed shelter for stray animals is designed to keep stray animals (dogs and cats), their social adaptation in order to further find the owner. Number of animals kept: dogs - 200 individuals; cats - 100 individuals. The approximate daily number of visits to veterinary offices is 15 visits. The composition and area of ​​the premises. The composition and area of ​​the premises of the shelter are accepted in accordance with the design assignment and SNiP. The object consists of two buildings:ryuta, toquarantine.

ARCHITECTURAL SOLUTIONS.

For a relative mark of 0,000, the level of the finished floor of the 1st floor of the shelter building was taken, which corresponds to the absolute mark according to the Baltic height system. Building responsibility class (SNiP 2.01.07-85) - ll. The degree of fire resistance of the building (SNiP 21-01-97 *) - ll or III. Constructive fire hazard class - C0. Functional fire hazard class - F5.3. TOconstructive solutions: Structural scheme - mixed frame. The load-bearing structures of the central section are made of monolithic reinforced concrete, 160 mm thick, insulated with Izovol minplates - 100 mm. Rays - metal frame, walls made of sandwich panels, 100 mm thick. In rooms intended for the placement of animals, the outer walls are sheathed on the inside with GKLV in 2 layers with tiling to the full height. Internal partitions gypsum tongue-and-groove thicknesses. 100 mm and brick 120 mm thick. Partitions between enclosures are made of glass blocks. The ceiling is made of monolithic reinforced concrete. Roof construction - truss system covered with roofing sandwich panels with an external drain. Exterior and interior finishing of the building: The outer walls of the central part of the building are sheathed with profiled sheets, color according to RAL1019 and RAL1013, the plinth should be lined with Putilov plate. The outer walls of the beams are made of sandwich panels in color according to RAL1019 and RAL1013, the plinth is to be lined with Putilov tiles. The color of window frames, ebbs, cornices, white. Exterior steel doors made of aluminum profile color white and RAL7000. Roofing sandwich panel in RAL7000 color. Perform the interior finishing of the building in accordance with the list of interior finishing (see AR-18,19). All metal products that are not protected from corrosion should be primed and painted 2 times. All building materials, structures and products entering the construction site must have the appropriate certificates. For load-bearing metal structures, perform fire protection by dry shotcrete.

CONSTRUCTIVE DECISIONS.

For the relative mark of 0,000, the mark of the finished floor of the first floor, the four-story part of the building, corresponding to the absolute mark of +19.350, was taken. The building is divided into 7 blocks by temperature and expansion joints. The mutual arrangement of the building blocks, see the layout diagram of the building. The project adopted a slab foundation, the basis for which is EGE 2-Light silty loams with interlayers of silty sand with rare gravel, semi-solid pebbles with the following characteristics: γ=2,06 t/m3; c = 2.7 t/m2; φ=23; E = 2600 t/m2. Work on excavation of the pit should be carried out taking into account measures for the complete preservation of the natural structure of the foundation soils. The pit is to be torn off to a depth above 100 mm of the design mark of the base of the foundations. Up to the design mark, tear off the soil manually. After excavating the pit to the design mark, it is necessary to call a representative and inspect the base soils. In case of detection of soils that do not comply with EGE 2, it is necessary to carry out work to replace these soils with medium-sized sand, in layers of 200 mm, with layer-by-layer compaction up to Kupl. = 0.96. Before starting work on laying foundations on a natural base, it is necessary to perform work on replacing soils of a disturbed structure with sand of medium size, in layers of 200 mm, with layer-by-layer compaction up to Kupl. = 0.96. Under the sole of the foundations, perform concrete preparation from concrete B 10 over a layer of compacted crushed stone spilled with bitumen. Backfilling should be carried out with medium-sized sand, in layers of 200 mm, with layer-by-layer compaction, up to Kupl. = 0.96. The type of steel retainers that ensure the design position of the top reinforcement is determined by the contractor. The dimensions of the steel clamps are determined locally depending on the diameters of the working reinforcement and the size of the concrete protective layer indicated on the drawings. In places of temperature (expansion) joints (see the layout diagram of the building), concreting of adjacent walls should be carried out separately, with a break in time. When installing the wall formwork, erected in the second place, it is necessary to fix the polystyrene foam on the surface of the previously erected wall from the side of the temperature (expansion) joint. Waterproofing of structures is carried out with a sticker of 2 layers of "Isoplast" on bituminous mastic. The joints of the overlapping reinforcing bars without welding should be spaced apart. Overlap length Ln = 34d. (See rebar splicing detail).