The project of an enclosure for dogs with a car wash for 1 post

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The project of an enclosure for dogs with a car wash for 1 post

Base price with VAT
Discount price
Price $1,320.00
Discount
Price $1,320.00
Index: 24.165.281
Data Sheet: Design, working documentation including estimates and results of engineering surveys
Sections: All sections
Data volume: 1452 MB
File Format: editable formats
Expert opinion: a positive
Technical and economic characteristics of the capital construction object
Plot area (according to GPZU), ha: 0,3291
Building area, m2: 513,2
The total area of ​​the insulated enclosure building, m2: 557,8
Construction volume of the building of the insulated enclosure, m3: 2823,0
Number of floors of the building of the insulated enclosure, floor: 1-2
Total area of ​​the car wash building, m2: 84,0
Construction volume of the car wash building, m3: 499,6
Floors of the car wash building, floor: 1
Estimated cost at the 2001 base price level (without VAT)
Total:, thousand rubles: 8994,66
Construction and installation works, thousand rubles: 5490,63
Equipment, thousand rubles: 742,81
Other expenses, thousand rubles: 2761,22
including:
PIR, thousand rubles: 1588,51
refundable amounts, thousand rubles: 12,78

Architectural and space-planning solutions

The projected facility - an insulated kennel for dogs - consists of two buildings: a building of an insulated aviary for dogs and a car wash building for 1 post. The building of the insulated enclosure for dogs is a detached one-two-story building without a basement, rectangular in plan with a protruding staircase volume, with total dimensions in the extreme axes of 30,00 X 15,00 m. The maximum height of the building from ground level to the parapet is 7,15 m. For the relative mark of 0,000, the level of the finished floor of the first floor, corresponding to the absolute mark of 7.20, is taken. On the first floor with a height of 3,60 m, administrative and amenity premises, premises for keeping and servicing animals, and premises for placing engineering equipment are designed. On the second floor, which occupies part of the building in axes 3-6 and has a height of 2,70 m from floor to ceiling, administrative and amenity premises and rooms for engineering equipment are designed. For vertical connection between the floors, a staircase L1 and an external staircase of the third type are provided. The coating is flat, combined, with an organized external drain. Roofing - from rolled materials. Internal partitions - from gypsum boards on a metal frame filled with mineral wool boards, in rooms with a wet regime - from moisture-resistant gypsum boards. Filling window openings - window blocks with double-glazed windows. Interior decoration of premises - in accordance with their functional purpose. Finishing of the facades of the building: plinth - porcelain stoneware facade tiles; above-ground floors - thin-layer plaster on facade mineral wool slabs, painted with facade paints. The car wash building for 1 post is a detached, one-story building without a basement, rectangular in plan with overall dimensions in the extreme axes of 10,00 x 9,00 m. The maximum height of the building from ground level to the parapet is 4,87 m. clean floor of the first floor. The building is designed service and amenity premises for washing cars for 0,000 post. The cover is flat, combined, with an unorganized external drain. Roofing - from rolled materials. Internal partitions - from moisture-resistant gypsum boards on a metal frame filled with mineral wool board. Filling window openings - window blocks with double-glazed windows. Interior decoration of premises - in accordance with their functional purpose. Finishing of the facades of the building: plinth - porcelain stoneware facade tiles; above-ground floors - thin-layer plaster on facade mineral wool slabs, painted with facade paints.

Structural and space-planning solutions

The level of responsibility of the structure is II (normal). Structural schemes of the enclosure and car wash buildings are an incomplete frame. Buildings are designed without basements. The internal columns of the frame are designed with a section of 380x510 mm from a solid brick of the M250 grade on a cement-sand mortar of the M150 grade. The spacing of the columns is 6,0 m. The internal load-bearing walls of the frame are made of brick, 380 mm thick, made of bricks of the M150 grade on a cement-sand mortar of the M150 grade. The supporting structures of the frame are reinforced with masonry mesh through 4 rows of masonry. Crossbars of the frame of the open-air cage are made of prefabricated reinforced concrete 6,1 m with a section of 40x40 cm according to the 1.125KL-3 series from concrete of class B25. The crossbars of the sink frame are made of metal I-beams according to GOST 26020-83 from steel C235. External enclosing walls - load-bearing brick 380 mm thick, made of M150 brick on cement-sand mortar M150 with pilasters to support frame crossbars with a section of 380x510 mm. The ceiling of the enclosure building and the covering are designed from prefabricated reinforced concrete slabs according to series 1.141.1 KL-3 from B25 class concrete. Prefabricated reinforced concrete slabs rest on crossbars and load-bearing brick walls. The rigidity of the floor and cover disks is provided by anchors that are welded to the embedded slabs and by sealing the joints between the slabs. The coating of the washing building is designed as monolithic reinforced concrete, 120 mm thick, class B25 concrete. The spatial immutability and stability of buildings is ensured by the joint work of the frame columns, transverse load-bearing walls and disks of floors and roofs. The staircase in the building of the enclosure is designed from prefabricated reinforced concrete steps on metal stringers from rolled channels in accordance with GOST 8240-97. The spatial calculation of the enclosure building was performed using the SCAD software package version 11.5.1. The maximum horizontal movement of the top of the building is 1,03 mm, the maximum settlement of the pile foundation is 6,5 mm, which does not exceed the maximum allowable values. The required fire resistance of reinforced concrete load-bearing structures is provided by increased protective layers of concrete for the working reinforcement of the structures. The foundations are designed with piles. Bored piles with a diameter of 300 mm and a length of 17,6 m were designed. The material of the piles is concrete B20, W10, F300. The design load on the pile is assumed to be 27,7 tons, which is confirmed by the data of static sounding of soils. The connection of piles with grillage is rigid. The grillage is a monolithic reinforced concrete tape with a height of 500 mm from concrete of class B20, W10, F300. The grillage is arranged on gravel preparation with a thickness of 100 mm with bitumen pouring over a sand cushion. The project provides for control testing of piles before the mass construction of the pile field. The relative mark of 0.000 corresponds to the absolute mark of 7.20. In accordance with the report on engineering and geological surveys, the basis of the pile foundation is the EGE-8 soil - gray silty sandy loam with gravel and pebbles, which has the following characteristics: Il=0,34; e=0,561; cn=0,15 kg/cm2; n=15о; E=120 kg/cm2.

Engineering equipment, utility networks, engineering activities

The power source is the centralized power supply system (SCE), voltage class 0,4 kV from the new transformer substation 6 / 0,4 kV (instead of transformer substation 3436) via two cable lines of the type APvBbShp 4x120 mm², 250 m long. Connection point - RUNN 0,4 kV in the transformer substation. According to TU SCE provides electrical receivers of the second category of reliability, the estimated power of electrical receivers of all categories of the enclosure for dogs in normal mode is 58 kVA. The design power of security systems is 3,8 kV∙A (according to the first category of reliability) is provided from a source that is independent of the normal mode source. Power receivers of the second and third categories are distributed over two sections of the main switchboard, power receivers of security systems are connected to the third section of the main switchboard, and in normal mode, all power receivers are powered by the main switchboard. In emergency mode, when one input is disconnected, all electrical receivers are switched to power from one input; when both inputs are disconnected (in the post-emergency mode), the electrical receivers of security systems switch to a source that is independent of the normal mode power supply. Means of accounting are installed in the main switchboard. The device of distribution and group networks is provided for according to the standards, protective devices are installed on the main switchboard and local shields, lighting control devices and sockets for portable power receivers are installed on the walls. Grounding system for open conductive parts of electrical equipment - using PE conductors in TN-S systems (separate). The equalization system and potential equalization comply with the regulations. The adopted circuit design solutions of the designed electrical installation ensure the electrical safety of uncategorized and operational personnel, as well as animals (solid insulation, shutdown of non-stationary processes, absence of touch voltage, etc.). Lightning protection of the building is provided by laying a lightning-receiving metal grid on the roof of the building and connecting it to the earth electrode with slopes. Water supply and drainage of the facility - in accordance with the conditions of connection. Water supply (cold water) to consumers of the facility is provided through two water inlets with a diameter of 63 mm (one - into the car wash building and the second - into an insulated enclosure), from the public water supply network with a diameter of 325 mm along the Glukhoozerskoe highway. Polyethylene pipes according to GOST 18599-2001 were selected for laying water inlets. The designed inputs provide for the installation of water meter units according to the drawings TsIRV 02A.00.00.00 (album sheets 16, 17) without a bypass line. Guaranteed pressure at the connection point - 28 meters of water column. Cold water consumption - 5,67 m³ / day, including: 2,94 m³/day - for household and drinking, production needs of the enclosure building, 0,51 m³/day - for household and drinking, industrial needs of the car wash building, 2,22 m³/day - for irrigation of the territory. Two drinking water supply systems have been designed for the facility. Required pressure for drinking water supply systems: - 15,65 meters of water column (aviary building), - 8,71 meters of water column (car wash building). The scheme of drinking water supply systems is a dead end. Polypropylene pipes were chosen for the installation of drinking water supply systems. Watering taps with a diameter of 25 mm are installed along the perimeter of buildings for watering the territory. External fire extinguishing is provided from a fire hydrant installed on the public water supply network with a diameter of 325 mm along the Glukhoozersky highway. Water consumption for external fire extinguishing - 10 l / s. Hot water preparation - in ITP. DHW systems - open, water intake from the heating network with circulation along the main. Estimated consumption of hot water is 1,94 m³/day, including: - 1,87 m³/day for household and drinking needs of the enclosure building, - 0,07 m³/day for household and drinking needs of the car wash building. The temperature of hot water at consumers is 65°С. Polypropylene pipes were chosen for the installation of hot water supply systems. Disposal of household and industrial wastewater in the volume 4,92 m³/day including: 4,82 m³/day from the enclosure building, - 0,1 m³/day from the car wash building, as well as rainwater from the roof and adjacent territory with a flow rate of 14,68 l/s provided into the on-site network of combined sewerage and further to the installed well No. 9 on the network of combined communal sewerage with a diameter of 900 mm along the Glukhoozerskoe highway. Polypropylene pipes of the "Pragma" type with a diameter of 200-225 mm were selected for laying on-site sewer networks. For disinfection of wastewater from the isolation room of the enclosure building, a disinfectant solution is supplied to well No. 18 once a day and, after exposure, the wastewater is discharged into the general alloy network of the on-site sewerage. To clean wastewater from the parking lot, a filtering module with a capacity of 7-1,4 l / s is installed in the rainwater well No. 2,7. To treat wastewater from car washing, a recycling water treatment plant with a capacity of 2 m³ / h is provided, consisting of a mud trap, an oil trap, a trap with a pump, a sand and gravel filter column and a dosing pump of a sterilizing agent. Systems designed for the object: household sewerage of the aviary building, domestic sewerage of the car wash building, production - from the technological equipment of the enclosure building, production - from the premises of the ITP and the water-measuring unit of the enclosure building. industrial - emergency drain from the car wash building, industrial from the disinfection barrier. Polypropylene sewer pipes were chosen for the construction of the domestic and industrial sewage system. To remove accidental drains from the premises of the ITP, the water metering unit of the ladder. Heat supply is provided in accordance with the Connection Conditions. The source of heat supply is a boiler room. The connection point is a designed chamber on existing heating networks 2DN70 mm. Parameters at the connection point: T1/T2=150/70°C, P2=3,3 kg/cm2, P1-P2=1,7 kg/cm2. Heat load at DHW max=0,258 Gcal/h. heating network - two-pipe. The project documentation provides for the installation of a thermal chamber at the connection point, the laying of heating network pipelines to the central heating point in the building of the insulated enclosure and from the central heating station of the insulated enclosure to the ITP of the car wash building. Laying of pipelines of the heating network - underground, channelless and in channels (at corners and under driveways). For laying the heating network, the use of steel pipelines in accordance with GOST 10704-91 in PPU-345 insulation with a system for operational remote monitoring of insulation moisture is provided. Compensation for thermal elongation of pipelines of the heating network is solved due to the angles of rotation of the pipelines. The project documentation provides for the transfer of pipelines of the heat network with an increase in diameter from the heat chamber at the point of division of the balance sheet between the subscriber and sub-subscriber to the designed heat chamber at the point of connection of the insulated enclosure. To receive thermal energy, adjust the parameters of the coolant and supply heat to consumers, a central heat point of an insulated enclosure and an individual heat point of the car wash building with automatic devices, a set of shut-off and control and safety valves, a heat energy metering unit and pumps are provided. The scheme for connecting heat consumption systems in the central heat point of the insulated enclosure and the individual heat point of the car wash building is dependent. DHW - open water intake. The design parameters of the heat carrier of heating and heat supply systems are 90-70 °C. A horizontal two-pipe water heating system was designed for the enclosure building. The main pipelines of the system are laid under the ceiling of the 1st floor. Heating devices installed in the premises for keeping animals and in the premises for the temporary storage of corpses are smooth-pipe registers, in other premises - PURMO panel steel radiators with a built-in thermostatic valve. The car wash building is provided with air heating combined with forced ventilation, as well as a standby heating system with heaters designed to maintain an internal temperature of +5 0С. Water heating system - horizontal two-pipe. Main pipelines are laid under the ceiling. Heating appliances - steel radiators, in the car wash room - smooth-tube registers. Pipelines - from steel water and gas pipes. Shut-off and control valves are made by Danfoss. The building of the aviary provides supply and exhaust ventilation with mechanical and natural impulses. The overflows of air masses from the "dirty" zones (premises) to the "clean" ones are excluded. For premises for various purposes, independent supply and exhaust systems are provided. Air exchanges are taken according to calculations, technological task or by multiplicities. The plant serving the animal housing is provided with a cross-flow plate heat exchanger. The supply unit serving the operating room is adopted in a hygienic design, the rest of the equipment is in a conventional design. In the supply system serving the operating room, four-stage air filtration is used through filters of classes G3 + F7 + F9 + H14. The HEPA type filter (H14) is installed directly in the operating room in the MB type air distribution module (manufactured by Folter). Air is removed from the operating room from two zones - 50% from the top and 50% from the bottom. In accordance with the technological task, air conditioning is not required. The entrance to the isolation room is provided through a vestibule with fresh air supply. The air removed from the premises of the isolator is cleaned in H13 class filters. A ducted air heater is provided on the supply air duct serving the showers. Local exhausts are provided for the localization of hazards released from the technological equipment: from the table for the preparation of disinfectants, from the steam sterilizer, from the laboratory cabinet, from the drying cabinets in the heating room and in the cloakroom.

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