School for 11 classes with kindergarten for 30 places

Contents

School and garden

1. SNiP requirements 11-01-95 to the design of the facility

Design Institute Structure

Introduction

2.1. General provisions

2.2. Justification of the feasibility of erecting the facility

Initial Design Provisions

Main characteristics of the object

3.1. Space Planning Solution

Constructive solution

Analysis of processability of design solutions of the building

Literature

Applications

1). Situation Plan

2). Master Plan

3). Well Layout No. 146-

4). Engineering and geological sections along well lines No. 148-

5). Facades: 1-9; 9-1; 8-12; 12-

6). Facades: A-L; L-A; K-D

7). The basement plan at elevation is 3.

8). 1 floor plan at elevation 0.

9). Floor plan 2 at elevation 3.

10). Requirements of SNiP 2.08.02-89 * "Public Buildings and Structures"

Architecture

1. INTRODUCTION

1.1. General provisions

1.2. Justification of the feasibility of erecting the facility

1.3. Initial Design Provisions

2. MAIN CHARACTERISTICS OF THE OBJECT

2.1. Space Planning Solution

2.2. Design Solutions

3. ANALYSIS OF PROCESSABILITY OF VERSIONS OF VARIOUS HEAT-INSULATING MATERIALS IN ENCLOSING STRUCTURES

3.1. Panel types and characteristics

3.2. Heat Engineering Calculation of Enclosing Structures

4. SNIP II-76-78 REQUIREMENTS FOR FACILITY DESIGN

5. Literature

Normative literature

Teaching and methodological literature

6. APPLICATIONS

Organization

1. INTRODUCTION

1.1. General provisions

1.2. Justification of the feasibility of erecting the facility

1.3. Initial Design Provisions

2. MAIN CHARACTERISTICS OF THE OBJECT

2.1. Space Planning Solution

2.2. Design Solutions

3. ANALYSIS OF PROCESSABILITY OF VERSIONS OF VARIOUS HEAT-INSULATING MATERIALS IN ENCLOSING STRUCTURES

3.1. Panel types and characteristics

4. SNIP II-76-78 REQUIREMENTS FOR FACILITY DESIGN

5. Literature

Normative literature

Teaching and methodological literature

6. APPLICATIONS

Design Section

1. INTRODUCTION

1.1. General provisions

1.2. Justification of the feasibility of erecting the facility

1.3. Initial Design Provisions

2. MAIN CHARACTERISTICS OF THE OBJECT

2.1. Space Planning Solution

2.2. Design Solutions

3. ANALYSIS OF PROCESSABILITY OF VERSIONS OF VARIOUS HEAT-INSULATING MATERIALS IN ENCLOSING STRUCTURES

3.1. Panel types and characteristics

3.2. Heat Engineering Calculation of Enclosing Structures

4. SNIP II-76-78 REQUIREMENTS FOR FACILITY DESIGN

5. Literature

Normative literature

Teaching and methodological literature

1. SNiP 110195 requirements for facility design

"INSTRUCTION O

PORYADOKE OF DEVELOPMENT, COORDINATION, STATEMENTS AND STRUCTURE OF THE PROJECT DOCUMENTATION ON CONSTRUCTION OF THE ENTERPRISES, BUILDINGS AND CONSTRUCTIONS"

Introduction

The order of development, coordination, statement and structure of the project documentation on construction of the enterprises, buildings and constructions is developed on the basis of laws and regulations of the Russian Federation and covers a circle of the questions considered at a design stage of investment process in construction

General provisions

2.1. Development of design documentation for the construction of facilities is carried out on the basis of approved (approved) Justifications of investments in the construction of enterprises, buildings and structures. The design documentation details the decisions taken in the justifications and clarifies the main technical and economic indicators.

2.4. The main design document for the construction of facilities is, as a rule, a feasibility study (project) of construction. On the basis of the approved in accordance with the established procedure feasibility study (project) of construction, detailed documentation is developed.

2.7. The main document regulating legal and financial relations, mutual obligations and liability of the parties is the contract (contract) concluded by the customer with the design organizations, design and construction organizations, other legal entities and individuals involved in the development of project documentation. The design assignment shall be an integral part of the contract.

The recommended composition and content of the design task for housing and civil facilities are given in Appendix B.

2.8. The design of construction facilities should be carried out by legal entities and individuals who have received the right to an appropriate type of activity in accordance with the established procedure.

2.9. The Customer may, on a contractual basis, delegate the relevant rights to legal entities or individuals, assigning them responsibility for the development and implementation of the project.

2.10. In cases where the contract (contract) does not provide for special requirements on the composition of the design documentation issued to the customer, it does not include calculations of building structures, technological processes and equipment, as well as calculations of the volume of construction and installation work, requirements for materials, labor and energy resources. These materials are stored with the developer of the design documentation and submitted to the customer or state expertise bodies at their request.

Procedure for development, approval and approval of design documentation

3.1. The development of design documentation is carried out if there is an approved decision on preliminary approval of the site of the facility, on the basis of approved (approved) justifications for investments in construction or other pre-design materials, a contract, a design assignment and engineering survey materials.

The design of housing and civic facilities is carried out in accordance with the general plans of cities, towns and rural settlements approved in accordance with the established procedure, schemes and projects of district planning and development projects developed on their basis.

3.4. The design documentation for the construction of the building and structure is developed in accordance with the state norms, rules and standards, which must be certified by the corresponding record of the responsible person for the project (chief project engineer, chief project architect, project manager).

3.6. The design documentation developed in accordance with the initial data, specifications and requirements issued by the state supervision (control) bodies and interested organizations when approving the location of the facility is not subject to additional approval, except in cases specifically specified by the Legislation of the Russian Federation.

3.7. Projects, work projects for the construction of facilities, regardless of sources of financing, forms of ownership and belonging, are subject to state examination in accordance with the Procedure established in the Russian Federation.

Composition and content of design documentation for construction of enterprises, buildings and structures

4.2. The project for the construction of housing and civil facilities consists of the following sections:

General explanatory note;

Architectural and construction solutions;

Technological solutions;

Engineering Solutions;

Environmental protection;

Engineering and technical measures of civil defense. Emergency prevention activities;

Organization of construction (if necessary);

Estimated documentation;

Investment efficiency (if necessary).

Recommended design and content:

4.2.1. General explanatory note.

Basis for project development; Design Input information on justification of construction site selection; brief description of the facility: data on the design capacity of the facility (capacity, capacity); results of calculation of the number and professional qualification of employees, information on the number of jobs (except residential buildings); Fuel, water and electricity requirements; information on the order of construction and urban planning complexes; main technical and economic indicators of the project (see annex B); information on the carried out approvals of design solutions; confirmation of compliance of developed documentation with state norms, rules and standards; maintenance activities (based on materials developed for a series of residential buildings of mass use); Basic decisions to ensure the living conditions of people with limited mobility.

4.2.2. Technological solutions.

Functional purpose of the object; brief description and substantiation of technology solutions, mechanization, automation of technological processes and their compliance with the level and standards set by the customer for safety and labor comfort.

4.2.3. Architectural and construction solutions.

Information on engineering and hydrogeological conditions; solutions and main indicators for the general plan and improvement of the site, substantiation of architectural and construction solutions and their compliance with the architectural plan, functional purpose, taking into account urban planning requirements; protection of historical and cultural monuments, compliance of space-planning and structural solutions with the requirements and specifications established by the customer; considerations on the organization of construction (if necessary, a separate section is being developed); measures for explosion and fire safety of the facility, protection of building structures from corrosion, data on ensuring the required comfort in the premises; measures to protect the health of workers and ensure the living conditions of people with limited mobility.

4.2.4. Engineering Solutions.

Substantiation of fundamental decisions on engineering equipment - heating, ventilation, air conditioning, gas supply, water supply, sewerage; solutions for dispatching, automation and management of engineering systems; basic solutions for electrical equipment, electrical lighting, lightning protection, security and fire alarm; measures to protect utilities and equipment from wandering currents and corrosion protection; solutions on means of communication and signalling, radio, television; equipment for the creation of favourable working conditions; design solutions for fire prevention measures.

4.2.5. Environmental protection.

The section is developed in accordance with state standards, construction codes and rules approved by the Ministry of Construction of Russia, regulatory documents of the Ministry of Natural Resources of Russia and other regulatory acts regulating environmental protection activities.

4.2.6. Engineering and technical measures of civil defense. Emergency prevention activities.

This section is carried out in accordance with the norms and rules in the field of civil defense, protection of the population and territories from natural and man-made emergencies.

4.2.7. Organization of construction.

This section is developed in accordance with SNiP "Organization of Construction Production" and taking into account the conditions and requirements set out in the contract for the performance of design works and available data on the construction services market.

4.2.8. Estimated documentation.

The documentation developed at the project stage shall contain:

A summary estimate of the cost of construction and, if necessary, a cost summary, which is prepared when investments are made from different sources of funding;

object and local estimates;

estimated calculations for individual cost elements (including design and survey work).

As part of the working documentation:

object and local estimates shall be drawn up if this is provided by the contract for the execution of working documentation.

To determine the cost of construction, it is recommended to use the current estimate (regulatory information) base, developed, put into operation and specified in the prescribed manner.

The cost of construction in the customer's estimated documentation is recommended to be given in two price levels:

At the base (constant) level, determined on the basis of existing estimates and prices.

At the current or projected level, based on prices established at the time of the estimates or projected for the construction period.

An explanatory note is also included in the estimate documentation of construction projects, which contains data characterizing the applied estimate (regulatory information) base, price level and other information that distinguishes the conditions of this construction. Based on the current (forecast) cost level defined in the estimated documentation, customers and contractors generate free (contractual) prices for construction products. These prices can be open, that is, specified in accordance with the terms of the contract (contract) during construction, or firm (final).

As a result of the joint decision of the customer and the contracting construction and installation organization, a record (list) of the free (contractual) price for construction products is drawn up in the appropriate form.

When preparing the estimated documentation, as a rule, a resource (resource index) method is used, in which the estimated cost of construction is determined on the basis of data of design materials on the required resources (labor, construction machines, materials and structures) and current (forecast) prices for these resources.

The consolidated estimate line provides for contingency and costs based on the total estimated cost (at the current price level), depending on the degree of development and novelty of the design. Additional funds for reimbursement of costs revealed after the approval of the design documentation in connection with the introduction of increasing factors, benefits, compensations, etc. according to the decisions of the Government of the Russian Federation should be included in the consolidated estimate calculation by a separate line, with a subsequent change in the final indicators of the construction cost and approval of the clarifications made by the authority that approved the design documentation.

4.3. Working project.

The working project is developed in a reduced scope and composition, determined depending on the type of construction and functional purpose of the facility, in relation to the composition and content of the project.

The detailed design includes working documentation.

Main drawings:

1:5000, 1: 10,000 scale situational plan;

plot plan diagram or plot plan of the site on a topographic basis on a scale of 1:500, 1:1000;

floor plans, facades, sections of buildings and structures with a schematic representation of the main load-bearing and enclosing structures (according to individual and re-applied projects);

catalogue sheets of mass-use projects to be linked;

interiors of the main premises (developed in accordance with the design assignment);

schematic representation of individual design solutions;

Process layouts with references to normal or floor plans for installation of main equipment;

examples of housing furniture;

schematic diagrams of engineering equipment;

diagrams of routes of external utilities;

plans of routes of on-site networks and structures to them;

power supply diagram of the facility;

schematic diagrams of automation of management of engineering equipment and sanitary devices;

communication and signaling schemes;

waste removal schemes.

Introduction

The purpose of the degree design, the final stage of the preparation of the engineer, is to deepen theoretical and practical knowledge and apply them in the design.

The diploma project is developed in accordance with and on the basis of:

tasks for design, compiled and approved by the department of TSP;

architectural and planning task;

process parameters of the building;

geotechnical surveys;

characteristics of the construction area.

2.1. General provisions

The theme of this diploma project is "School for 9 classes with a kindergarten for 30 places in the village of Zateikha, Puchezhsky district. Block A. " Designed building of complex configuration, consisting of two blocks (A and B). The project is carried out using the initial data of real topography, geology and hydrogeology.

The project is fully implemented using the latest software tools.

2.2. Justification of the feasibility of erecting the facility.

In 2007, in the Puchezhsky district, it was decided to divide the Zaraysky state farm into two farms, the center of one of which is the village of Zateikha. A master plan for the development of the terrain was developed, providing for the construction of housing with an expected increase in the number of students by 50 people. (It was expected that by 2008, taking into account children of six years of age, there would be 320 students, including 150 students - the existing population of 111, 120 students in extended day groups, 50 people - the expected increase )

The expediency of erecting the facility also lies in the fact that the existing wooden two-story school in the river. Zateikha is in unsatisfactory sanitary and technical condition, therefore, it was decided by the Puchezhsky Department of Public Education to erect a new school building.

Main characteristics of the object

2.1. Space-planning solution.

The basis of the building under construction is the standard design of the 2241430.84.

The designed school building is two-story, in terms of complex configuration, with brick walls.

The space-planning standard decision of the school has been amended. Taking into account the use of relief, a basement was designed, which houses a dining room with a dining hall for 90 seats, a combined workshop, a museum of military and labor glory.

The location and composition of the premises of the object are given in the appendix .

2.2. Constructive solution.

Facades - made of colored silicate brick with the addition of ceramic brick. Part of the facades is plastered and painted with facade paint.

Foundations - strip assemblies of blocks as per GOST 1357978.

External walls - layered masonry made of silicate brick according to GOST 37995 M150, 100 on M100.50 solution with a thickness of 640 mm:

inner layer 380 mm;

a polystyrene foam plate insulation;

outer layer 120 mm;

fastening on flexible links.

The inner walls are solid masonry made of silicate brick.

Ceilings - from prefabricated railway plates with round voids according to the series 1.1411 vol. 58, 60.

Coverage above the gym - national teams on the series 1.4653 vol. 2 (3x12 m).

Runs - according to the series 1.2252 vol. 5, 8

Ladders - L.B. according to the series 1.2513 vol. 1 and 1.2523 vol. 1 (grade LM 3314, LP 2813), stages according to the series 1.055.1-1.

Jumpers - prefabricated rails according to the series 1.13810 vol. 1, 2, 4.

Partitions - brick and prefabricated and gypsum concrete in the series 1.2311 vol. 2.

The roof is combined with a roll roof.

Watershed - organized internal.

Floors - linoleum, concrete and ceramic tiles.

Window blocks - as per GOST 1628980 with triple glazing.

Door blocks - according to the series 1.13610, 1.136.519 and GOST 662974 *.

Engineering Communications

Engineering networks and communications are designed in accordance with the current standards:

heat supply networks by underground laying in reinforced concrete impassable channels. The heat supply source is the local boiler house of the CHP, the coolant is water with parameters of 9570 ° С.

sewage networks are laid in a trench and brought to local treatment facilities.

ventilation is natural.

water supply networks are laid in a trench and combine household and fire protection systems. The source of water supply is the village water supply network. Water flow rate for internal fire extinguishing is 2.5 l/s, for external fire extinguishing 20 l/s. The necessary head at the input for household and industrial needs is 10 l/s, for internal fire extinguishing 20 l/s. The required water supply is stored in two fire tanks with a capacity of 150 m3. Filling of tanks is provided from the water supply network. The supply of water to the school building for the needs of internal fire fighting is provided by K pumps installed in the pump station located directly between the tanks. Internal fire extinguishing is carried out by taking water from the designed tank tank. 100 m3. External water supply networks are designed from PID 63 LL polyethylene pipes as per GOST 1859983. At the points of intersection with sewage and under the road, the water supply is laid in shells made of steel pipes with diameters of 150 mm according to GOST 1070476. Suction pipelines of fire-fighting water supply are laid from steel pipes with a diameter of 100 mm according to GOST 1070476. The entry into the building is designed from cast iron pressure pipes with a diameter of 100 mm according to GOST 958375. The design water flow rate for the facility is 30 m3/day. The required head at the 14 m inlet and according to the specifications is provided by pressure in the external water supply network.

- power supply is provided by air inputs 380/220 V from the existing transformer substation VL10 kV No. 105 PS Zarayskaya. In terms of ensuring the reliability of power supply, the electrical receivers of the facility belong to the second and third categories. Design power is 273.28 kW

- external networks of installation of telephones to school are designed by the TPPB 10h2h0.5 cable laid in a trench from the existing communication line to the old schoolhouse.

Preparation of construction production

Preparation of construction production should ensure the systematic deployment of construction and installation works and the interconnected activities of all participants in the construction of the facility.

Preparation for the construction of the facility provides for the study of design estimates by engineering and technical personnel, detailed familiarization with the construction conditions, breakdown of work execution projects on-site and on-site preparatory work, construction of buildings, structures and their parts, as well as the execution of the preparatory period work itself, taking into account environmental and labor safety requirements.

Off-site preparatory work includes the construction of access roads, power lines with transformer substations, water supply networks with water intake facilities, sewage collectors with treatment facilities, the production base of the construction organization, as well as structures and communication devices for construction management.

On-site preparatory works provide for the delivery and acceptance of the geodetic basis for construction and geodetic survey works for laying engineering networks, roads and erection of buildings and structures, the release of the construction site for construction and installation work (clearing of the territory, etc.), planning of the territory, shifting of existing and laying of new engineering networks, arrangement of permanent and temporary roads, inventory temporary fences, placement of mobile buildings and structures of storage, production, auxiliary, household and public purposes, arrangement of storage sites and premises for materials, structures and equipment.

Define Scope of Work

The calculation of the quantities of work consists in the determination of the quantities of installation works, i.e. the number of installation elements of each grade and the quantities of associated works. The scope of work is determined by simple arithmetic calculations using drawings of the designed building, corresponding formulas and specifications of reinforced concrete elements from the architectural and construction section.

The name of the works and their units of measurement shall be taken according to the relevant paragraphs of the GESN 2001.

Construction plan development

When developing a construction plan, the main task is to correctly distribute the area of ​ ​ the construction site, provide it with energy resources, technical means, water, as well as ensure normal working conditions for workers. The master plan (general plan) of the building under construction, a construction or a complex forms the basis for development of a stroygenplan. There is a site-wide construction plan covering the territory of the entire construction site (microdistrict, enterprise under construction), and an object plan including only the territory necessary for the construction of a separate building or one object of the complex under construction.

The object construction plan is an integral part of the PPM, developed with a significantly higher degree of detail compared to the site-wide one.

The purpose of construction plans is to develop and implement the most effective model of the construction site organization, providing the best conditions for high-performance labor of workers, optimal mechanization of construction and installation processes, effective use of construction and installation machines and vehicles, compliance with labor protection requirements.

Temporary roads

Temporary roads on the construction site are arranged taking into account their subsequent use as permanent roads. A ring system for the movement of vehicles with one entrance to the construction site without dead ends and driveways was adopted. The width of the roadway is 3.5 m, and the radius of rounding turns is 12 m. The main part of the roads is in the area of ​ ​ cranes.