Standard school project 224-1-114 (overhaul of the building)

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School standard project 224-1-114

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Price $2,100.00
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Price $2,100.00
Index: 02032405
Data Sheet: Design, working documentation including estimates
Sections: All sections
Data volume: 540 MB
File Format: editable formats
Expert opinion: a positive
Working documentation including estimates for a comprehensive overhaul of the school standard project 224-1-114
Ten-year general education school for 30 classes (for 1176 students) with extended day groups
Technical and economic indicators.
Building area, m2: 3632,6
Construction volume of the building, m2: 24107
Total building area, m3: 5451,8
Floors, fl.: 3

General information.

 The building of the school of variable number of storeys from one to three floors, complex shape in plan, consisting of three volumes, united among themselves. The three-story part of the building houses classrooms, recreation, and sanitary facilities. In the one-story part of the building there is a vestibule with a dressing room, a security post, a medical unit, a corridor that connects all parts of the building with each other. The two-story part of the building houses a sports hall with locker rooms, showers, bathrooms, an assembly hall, a catering unit, and technical rooms. The size of the building in axes 1-21/А-Т-156,400 m x138,700 m, in axes 1-19/А-С-132,400 mx120,10 m. The height of the premises is variable not less than 3,005 m. up to 3,125 m. The three-story part of the building was built according to a complex mixed structural scheme with frame elements. In the axes А-Т/1-4 and А-Г/12-19, the building was erected according to a rigid structural scheme with longitudinal and transverse load-bearing walls. The rigidity and stability of the building is provided by a system of longitudinal and transverse walls interconnected. The outer walls are made of solid ceramic bricks and lined with silicate tiles, with eight rows of ligation. The thickness of the external walls with cladding is 780 mm, the thickness of the internal load-bearing walls is 510 mm and 380 mm. A passage was made at the level of the first floor in the axes A-G/4-12. The passage was made according to the wireframe scheme. The partitions of the building are made of 120 mm thick brick. The ceilings are made of multi-hollow reinforced concrete slabs. Pile foundations, grillages for walls, monolithic reinforced concrete. Reinforced concrete panels and industrial products of large-panel buildings are laid on top of the grillage under the outer walls, and foundation blocks are laid along the inner walls. A technical underground was organized in the three-story part of the building. The height of the technical underground is 1,430 m. The interfloor and attic floors are made of prefabricated hollow-core reinforced concrete slabs with a length of 5 m in span “A – B” and 9 m in span “B – D”. The width of the plates is different: 1,0 m; 1,2 m and 1,5 m. A gym is attached from the side of the end wall along axis "1". To the wall along the axis "A" in the axes "2 - 3" a powerful entrance node in a brick version is attached. The roof is attic, gable. The rafter system is wooden. The roof covering is made of profiled metal sheets. The two-story part of the building was built according to a rigid structural scheme with longitudinal load-bearing brick walls. Rigidity and stability are ensured by a system of longitudinal and transverse walls interconnected by reinforced concrete floor slabs and coatings. The external walls are made of solid brick with silicate tile cladding, the thickness of the external walls with cladding is 780 mm, the internal ones are 510 and 380 mm. Internal partitions are brick, 120 mm thick. The floors of the two-story part of the building are made on the ground. The covering is made of ribbed reinforced concrete slabs. In axes L-N/16-21, the covering slabs are made of multi-hollow slabs. Pile foundations, monolithic reinforced concrete grillages. Reinforced concrete panels and industrial products of large-panel buildings are laid on top of the grillage under the outer walls, and foundation blocks are laid along the inner walls. The one-story part of the building is made according to a mixed design scheme. Part of the building was built according to the frame scheme, part according to the mixed scheme. The outer walls are made of solid ceramic bricks with silicate tiles cladding, 780mm thick. Reinforced concrete panels, industrial products of large-panel buildings, are laid on top of the grillage under the outer walls, and foundation blocks are laid along the inner walls.

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