School for grades 5

Contents

1.1 ARCHITECTURAL PART

1.1.1 Master Plan with ZA Issues

1.1.2 Process of facility operation

1.1.3 Space Planning Solution

1.1.4 Design Solution

1.1.5 Engineering Equipment

1.1.6 Individual section (TTR)

- Heat engineering calculation of the external wall of the designed building

- Heat engineering calculation of the roof of the designed building

1.1.7 Emergency prevention measures

1.2. STRUCTURAL PART

1.2.1 Calculation and Design of Segment Coverage Truss

1.2.1.1 Static calculation of truss

1.2.2 Design of reinforced concrete column

1.2.2.1 Static calculation

1.2.2.2 Column calculation

1.2.2.3 Calculation of the console

1.2.3 Foundation calculation

1.2.3.1 Analysis of initial data of foundation structure

1.2.3.3 Calculation of pile foundation

2. PROCESS PART

2.1 Job Instruction for Frame Installation

2.1.1 Definition of erection scope

2.1.2 Selection of structural installation methods

2.1.3 Selection of mounting devices

2.1.4 Determination of required parameters of the crane

2.1.5 Selection of crane set based on TPP variants

2.1.6 Procedure of works execution

2.1.7 Safe Process Management Measures

2.2 Construction plan for the construction of the facility

2.2.1 Arrangement of mounting mechanisms

2.2.2 Design of purchase storage facilities and temporary roads

2.2.3 Determination of storage areas for main building materials

2.2.4 Design of sanitary and administrative services for employees

2.2.5 Design of temporary water supply

2.2.6 Power consumption at construction site

2.2.7 Site Process Safety Measures

2.3 Site Construction Schedule

2.3.1 Work Schedule

2.3.2 Definition of Scope of Work

2.3.3 Selection of methods of works execution

2.3.4 Definition of normative labour intensity

2.3.5 Determination of the number of professional and qualification personnel of performers

2.3.6 Technical and economic parameters of the schedule

2.3.7 Resource requirements schedules

2.3.8 Calculation of vehicle requirements

3. ESTIMATES

- Local cost estimate

- Local Resource Estimate

4. ENVIRONMENTAL PROTECTION

Wall and partition structures (short description, type, material, thickness).

The external walls of the existing building are made of clay brick with a volumetric mass of brick (GOST 53095) on a cement sand solution, with insulation from polystyrene foam slabs PSBS50 (according to GOST 1558886 *), the wall thickness on the basis of heat engineering calculation is 640 mm .

- Partitions 120 mm thick are executed from a ceramic brick of M75 on M50 solution, with reinforcing by a grid from fittings of 4 Vr1 with cells 80х300 through 3 rows of a laying.

- Partitions 65 mm thick are executed from a ceramic brick of M75 on M50 solution, with reinforcing by a grid from fittings of 4 Vr1 with cells 40х300 through 3 rows of a laying.

- 100 mm thick partitions are made of cellular-concrete blocks (GOST 2152089), with reinforcement with a grid of reinforcement 4 Vp1 with cells 70x300 in 600 mm in height.

- Partitions 200 mm thick are executed from cellular and concrete blocks (GOST 2152089), with reinforcing by a grid from fittings of 4 Vr1 with cells 170х300 through 600 mm on height.

Slab, roof and roof structures (short description, type, material, slopes).

The floor at elevation + 3.300 is made of prefabricated reinforced concrete slabs. The coating above the gym is made of prefabricated cylindrical shells, above the assembly hall is made of ribbed plates. The roof consists of steam insulation, polystyrene foam plates PSBS50 (as per GOST 1558886 *).

In the floor slabs, holes with a size of 150150 mm are drilled to pass risers.

Attachment of brick partitions to walls and floors is performed according to the series 2.2301 b.5. When laying walls in door and window openings, lay antiseptic wooden plugs of at least 2 x on each side in the inner layer. In walls, partitions and floors, punch holes for wiring with a diameter of up to 70 mm.

Prefabricated reinforced concrete jumpers according to GOST 94884 series: Series 1.038.1-1 v.1, Series 1.038.1-1 v.2, Series 1.2252. c.11. Jumper grades - 3PG 6073, 3PB 1837, 3PB 1637.

The roof is adopted flat, non-exploitable, unvented, with an internal drainage. Insulation - polystyrene foam.

Window, stained glass, and door designs (short description, type, material).

Window openings are accepted based on the maximum illumination of the building interior. The glazing of the window blocks is three. The structure of window bindings is wooden, in separate units according to GOST 2469981 ORSP 2112B, ORSP 2115B, ORSP 2113VN, ORSP 2121, ORSP 1812, ORSP 219G.

Internal wooden doors as per GOST 662988, external wooden entrance doors as per GOST 2469881. Made of softwood of grade II, treated with antiseptics.

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