STATE STANDARD OF THE UNION OF THE SSR
SYSTEM OF DESIGN DOCUMENTS FOR CONSTRUCTION
COMMON DATA
ACCORDING TO WORKING DRAWINGS
GOST 21.102-79
USSR STATE COMMITTEE
CONSTRUCTION
STATE STANDARD OF THE UNION OF THE SSR
By the Decree of the State Committee of the USSR for Construction of July 31, 1979 No. 135, the deadline for the introduction was establishedfrom 01.01.1981
Non-compliance with the standard is punishable by law
1. This standard establishes the composition and rules for the implementation of "General data on working drawings" included in the main set (hereinafter referred to as general data) of buildings and structures in all industries and the national economy.2. General data is given on the first (header) sheet of the main set of working drawings of each brand. With a large volume, general data can be placed on several sheets. sheet - "(beginning)", on subsequent sheets - "(continuation)", and on the last sheet - "(end)".3. The general data includes: a list of working drawings of the main set; a list of reference and attached documents; a list of main sets of working drawings; a list of specifications; symbols and images; general instructions; other data provided for by the relevant system standards project documentation for construction (SPDS) .4. The list of working drawings of the main set is compiled in form 1. In the columns of the sheet indicate: in the column "Sheet" - the serial number of the sheet of working drawings; in the column "Name" - the name of the sheet in full accordance with its name given in the main inscription; in the column " Note" - additional information, for example, information about changes made to the working drawings of the main set.5. The list of reference and attached documents is compiled in the form 2. Documents are recorded in the list in sections: reference documents; attached documents. The names of the sections are written as a heading in the "Name" column and underlined. In each section, documents are grouped by type in the following sequence: in the "Reference documents" section: industry standards; republican standards; other industry (departmental) and republican documents; state standards for structures, products and assemblies; drawings of typical structures, products and assemblies; in the "Attached documents" section: reusable drawings of structures, products and assemblies; drawings of individual structures, products and assemblies developed for this object; other documents.6. In the columns of the statement of reference and attached documents indicate: in the column "Designation" - the designation of the document and, if necessary, the name and code of the organization that issued the document; in the column "Name" - the name of the document in full accordance with the name indicated on the title page or in the main inscription; in the column "Note" - additional information, including information about the changes made to the applied drawings.7. The list of main working drawings is compiled in form 2 and placed in the general data of the main set of working drawings of the leading brand. In addition, if there are several main sets of working drawings of the same brand (for example, several main sets of working drawings of reinforced concrete structures), in the general data of the first or last of the main set of working drawings of this brand, a statement of the indicated main sets of working drawings is placed.8. In the columns of the statement of the main sets of working drawings indicate: in the column "Designation" - the designation of the main set of working drawings and, if necessary, the name and code of the organization that issued the document; in the column "Name" - the name of the main set of working drawings; in the column "Note" - additional information.9. The list of specifications is compiled in form 1 if there are several specifications in the corresponding main set of working drawings. In the columns of the sheet of specifications indicate: in the column "Sheet" - the number of the sheet of the main set of working drawings on which the specification is placed; in the column "Name" - the name of the specification in full accordance with its name indicated on the drawing; in the column "Note" - additional information.10. In the general data, the symbols and images adopted in the working drawings of the main set are given, which are not established by the standards and the values \u200b\u200bof which are not indicated on other sheets of the main set of working drawings.11. The general guidelines include: initial data for the development of working drawings; a topographic survey mark, conventionally taken in the design of a building or structure as 0.000 (as a rule, they are given on architectural and construction drawings); measures for anti-corrosion protection of structures and equipment (in the absence of an appropriate basic a set of working drawings or the necessary data on the drawings); a record of the results of checking for patentability and patent clearance of technological processes, equipment, devices, designs of materials and products used in the project for the first time or developed in the project, as well as numbers of copyright certificates and applications for inventions used in the project; other necessary instructions. In general information, it is not allowed to repeat technical requirements placed on other sheets of the main set of working drawings, and a description of the technical solutions adopted in the working drawings.12. In the lower left corner of the first sheet of general data of each main set of working drawings, a record of the chief engineer of the project is placed in a rectangular frame, certifying the compliance of the project with the current norms and rules, and for buildings or structures with a fire and explosive nature of production, in addition, their safe operation during compliance with the measures provided for by the project. When linking standard and reusable projects, the indicated inscription is confirmed by the signature of the chief engineer of the project who carried out the link.
Application area
This standard establishes the composition and rules for registration working documentation master plans for enterprises, structures and civil housing facilities * (1) for various purposes (hereinafter referred to as master plans).
GOST 2.303-68 ESKD. lines
GOST 21.101-93 SPDS. Basic requirements for working documentation
GOST 21.109-80 SPDS. Material requirements list
GOST 21.111-84 SPDS. Statement of volumes of construction and installation work
GOST 21.204-93 SPDS. Conditional graphic designations and images of elements of master plans and transport facilities
GOST 21.510-83 SPDS. Rules for the implementation of working drawings of railway tracks
GOST 21.511-83 SPDS. Rules for the execution of working drawings highways
GOST 21.511-83 by the Decree of the Ministry of Construction of the Russian Federation of January 23, 1997 N 18-2 is recognized as not valid on the territory of the Russian Federation since June 1, 1997
See GOST R 21.1701-97 "SPDS. Rules for the execution of working documentation for highways", which entered into force on June 1, 1997.
3.1. The working documentation of master plans is carried out in accordance with the requirements of this standard, GOST 21.101 and other related standards of the design documentation system for construction (SPDS).
3.2. As part of the working documentation master plan include:
Working drawings of the master plan (the main set of working drawings of the GP brand. When combined in one main set of working drawings of the general plan and transport facilities, the main set of working drawings is assigned the GT brand);
Sketch drawings of general views of non-standard products, structures, devices and small architectural forms(hereinafter referred to as sketch drawings of general views of non-standard products);
Statement of the need for materials - according to GOST 21.109 * (2);
Bill of volumes of construction and installation works - in accordance with GOST 21.111 * (2)
Instead of GOST 21.109-80 and GOST 21.111-84, GOST 21.110-95 was put into effect by the Decree of the Ministry of Construction of the Russian Federation of June 5, 1995 N 18-55
3.3. The composition of the main set of working drawings of the master plan includes:
General data on working drawings;
Layout plan;
Relief organization plan;
Earth mass plan;
Consolidated plan of engineering networks;
Territory improvement plan;
External elements (fragments, nodes) according to GOST 21.101*(3).
3.4. Working drawings of the main set are performed on the engineering and topographic plan (except for the drawing of the earth mass plan).
It is allowed to carry out a layout plan, a master plan of engineering networks and a plan for landscaping the territory without drawing horizontal contours of the terrain.
3.5. The contours of the designed buildings and structures are applied to the plan according to architectural and construction working drawings, taking the coordination axes of buildings and structures aligned with the inner edges of the walls.
When the distance from the outer edge of the wall of the building, structures to the coordination axis on the scale of the image exceeds the thickness of the contour line, the latter is referred from the coordination axis to the corresponding distance (L) in accordance with Figure 1.
3.6. Plans of working drawings have a long side, a conditional border of the territory along the long side of the sheet, while Northern part territory should be at the top. North orientation deviation within 90° to the left or right is allowed. Plans located on different sheets are performed with the same orientation.
3.7. With low saturation of images, it is allowed to combine several different plans into one with the assignment of an appropriate name to it.
Example- "Alignment plan and relief organization plan", "Relief organization plan and earthen masses".
3.8. With a high saturation of the images of the landscaping plan, it is allowed to carry out several plans by type of work, assigning each plan an appropriate name.
Example- "Plan of landscaping", "Plan of arrangement of small architectural forms", "Plan of driveways, sidewalks, paths and sites".
3.9. It is allowed to divide the plan into several sections, placing them on separate sheets. In this case, on each sheet where a section of the plan is shown, a diagram of the whole plan is given, broken down into sections, the numbers of the sheets on which they are placed are indicated, and the section shown on this sheet is indicated by hatching.
3.10. Working drawings of general plans are allowed to be produced in stages - by developments as the relevant working drawings of buildings, structures of the projected enterprise or housing and civil facility are completed.
In this case, each development is drawn up as of a certain date with the corresponding additions to the working drawings. The next development is not considered and is not formalized as a change.
Developments are assigned serial numbers.
3.11. At the next development, the main inscription is supplemented on the left with columns 10-13 in accordance with GOST 21.101 in accordance with Figure 2.
A list of drawing developments is placed above the main inscription: for the layout plan, plans for organizing the relief, earth masses and landscaping - in form 1, for the master plan of engineering networks - in form 2.
Examples of registration of development sheets are given in appendices A and B.
3.12. Images, in the drawings of the master plan, are performed by lines in accordance with GOST 2.303:
Solid thick main ones - the contours of the designed buildings and structures (except for buildings and structures on the earth mass plan), the "red" line, the design horizontals with marks that are multiples of 0.50 and 1.00 m;
Dashed thin - lines of "zero" work and a break in the design relief;
Dash-dotted very thick with two points - the conditional border of the territory of the projected enterprise, building, structure;
Solid thin - designed buildings, structures on the earth mass plan and all other elements of the master plan.
3.13. Plans of working drawings are made on a scale of 1:500 or 1:1000, fragments of plans - on a scale of 1:200, nodes - on a scale of 1:20.
It is allowed to execute plans on a scale of 1:2000, nodes - on a scale of 1:10.
The scale of the image is indicated in the main inscription after the name of the image.
If several images are placed on the sheet, made at different scales, then the scales indicate the drawing field under the name of each image.
3.14. The system of elevation marks adopted in the working drawings of general plans must correspond to the system of elevation marks adopted on the engineering and topographic plan.
3.15. Dimensions, coordinates and elevations are indicated in meters with an accuracy of two decimal places.
3.16. The magnitude of the angles is indicated in degrees with an accuracy of one minute, and if necessary - up to one second.
3.17. The magnitude of the slopes is indicated in ppm without indicating the unit of measurement.
The steepness of the slopes is indicated as the ratio of the unit height of the slope to the horizontal position.
3.18 The main conventional graphic designations and images of the elements of the master plan and transport facilities are accepted in accordance with GOST 21.204.
Small architectural forms (for example, gazebos, awnings, fountains, sculptures, pergolas, etc.) and other structures, products, devices (for example, benches, urns, etc.) are performed in a simplified manner on the scale of the drawing or with conventional graphic symbols.
3.19. When performing the working drawings of the master plan, the serial numbers of buildings and structures (including fences, retaining walls, overpasses, galleries, tunnels) are usually taken according to the master plan developed at the previous design stages.
Drainage structures (ditches, trays, pipes) are assigned independent serial numbers.
When combined in one main set of master plan drawings and transport facilities, railways and roads are assigned independent serial numbers.
It is allowed not to assign serial numbers to roads and drainage facilities. In this case, their coordinates are indicated on the plan.
3.20. On the plans (except for the earth mass plan), an explication of buildings and structures is given in form 3 (for master plans for industrial enterprises) or a list of residential and public buildings and structures in form 4 (for master plans of housing and civil facilities). It is allowed to give an explication or a list of buildings and structures on a sheet of general data on working drawings.
3.21. In the columns of the explication of buildings and structures indicate:
In the column "Name" - the name of the building, structure;
In the column "Grid square coordinates" - the coordinates of the lower left corner of the building geodetic grid square, within which its number is applied on the image of the building and structure (if necessary).
An example of the design of the explication of buildings and structures is given in Appendix B.
3.22. In the columns of the statement of residential and public buildings and structures indicate:
In the column "Number on the plan" - the number of the building, structure;
In the column "Name and designation" - the name of the building, structure, indicating the designation of an individual or standard project, catalog project;
In the remaining columns - data in accordance with their names.
An example of registration of a statement of residential and public buildings and structures is given in Appendix D.
General data on working drawings
General data on working drawings are performed in accordance with GOST 21.101, taking into account the following changes and additions:
The specification sheet is not fulfilled;
In general instructions, in addition to the information provided for by GOST 21.101, they give the designations and names of the documents that are the basis for the development of working drawings of the master plan (for example, materials for geodetic and engineering geological surveys), the adopted system of coordinates and elevations.
layout plan
5.1. On the layout plan (plan of the location of buildings and structures) put and indicate:
a) a construction geodetic grid or a marking basis replacing it, and for residential and civil objects, in addition, an urban geodetic grid, which should cover the entire plan;
b) the "red" line separating the territory of the highway, street, driveway and square from the territory intended for development;
c) fences with gates and gates or a conditional border of the territory. If the fence coincides with the "red" line or with the conditional border of the territory, then only the fence is applied with the corresponding explanation on the drawing;
d) wells and pits of engineering and geological surveys not indicated on the engineering and topographic plan;
e) buildings and structures, incl. communication (overpasses, tunnels);
f) production and storage sites;
g) motor roads and paved areas;
i) railway tracks;
j) landscaping elements (sidewalks, sports and recreation grounds);
k) elements and structures of the planning relief (slopes, retaining walls, ramps);
m) drainage facilities;
m) direction indicator to the north with an arrow with the letter "C" at the tip (in the upper left corner of the sheet).
5.2. The layout plan is performed with coordinate or dimensional reference.
5.3. The construction geodetic grid is applied to the entire layout plan in the form of squares with sides of 10 cm.
The origin of coordinates is taken in the lower left corner of the sheet.
The axes of the construction geodetic grid are indicated by Arabic numerals corresponding to the number of hundreds of meters from the origin, and in capital letters of the Russian alphabet.
Examples
1. 0A (origin); 1A; 2A; 3A - horizontal axes:
2. 0B (origin); 1B; 2B; 3B - vertical axes.
In the drawings, performed on a scale of 1:500, the axes of the building geodetic grid are designated in accordance with the examples given.
Examples
1. 0A (origin); 0A + 50; 1A; 1A + 50; 2A; 2A + 50 - horizontal axes;
2. 0B (origin); 0B + 50; 1B; 1B + 50; 2B; 2B + 50 - vertical axes.
It is allowed, if necessary, to use negative values of the axes of the construction geodetic grid.
Examples
1. 0A (origin); 0A - 50; -1A; -1A - 50; -2A; - 2A - 50 - horizontal axes;
2. 0B (origin); 0B - 50; -1B; -1B - 50; -2B; - 2B - 50 - vertical axes.
During the expansion, reconstruction and technical re-equipment of existing enterprises, it is allowed to retain the previously adopted designations of the axes of the construction geodetic grid.
5.4. Dimensional binding is carried out from the center basis.
The staking basis can be any straight line passing through two points fixed on the ground, which are denoted by capital letters of the Russian alphabet.
Example- BUT; B.
5.5. Buildings and structures on the plan are applied to the scale of the drawing, indicating the openings of the gates and doors, the extreme axes and, if necessary, the coordinates of the gate axes or the binding of the gate to the coordination axes of the building.
5.6. Inside the contour of the building (structure) indicate:
a) the number of the building, structure in the lower right corner;
b) an absolute mark corresponding to a conditional zero mark,
adopted in the construction working drawings of the building, structure, which
placed on the shelf of the leader line and denoted by the sign │ (for
housing and civil facilities - if necessary).
5.7 On the contour of the building, structures indicate:
a) the coordinates of the points of intersection of the coordination axes of the building, structure in its two opposite corners, and in case of a complex configuration of the building, structure or its location not parallel to the axes of the building geodetic grid - in all corners, for centric structures - the coordinates of the center and one characteristic point, as well as diameter, for linear structures - the coordinate of the axis or the coordinates of the beginning and end of individual sections;
b) dimensional binding of the coordination axes of the building, structure to the alignment basis and the dimensions of the building, structure between the axes in the absence of a building geodetic grid;
c) designation of the coordination axes of the building, structure at coordinated points.
5.8. Around the contour of the building, structures show a blind area and entrance ramps, external stairs and platforms at the entrances.
5.9. On the layout plan, in terms of highways, the following is applied and indicated:
a) crossing the railroad tracks;
b) road junctions;
c) coordinates or bindings of axes of highways and, if necessary, their numbers;
d) the width of roads;
e) radii of curves along the edge of the carriageway of motor roads at the places of their mutual intersection and junction;
f) slopes of embankments and cuts (if necessary).
5.10. In the absence of the main set of working drawings of highways (grade AD), the layout plan is carried out taking into account the requirements of GOST 21.511.
5.11. On the center plan, in part of the railway tracks, they are applied and indicated;
a) track numbers;
b) turnouts;
d) slopes of embankments and excavations (if necessary).
5.12. In the absence of the main set of working drawings of railway tracks (PZh grade), the layout plan is carried out taking into account the requirements of GOST 21.510. At the same time, the bottom marks and the magnitude of the slopes of the drainage structures and the slope indicators do not indicate.
5.13. On the layout plan, a list of drainage facilities is given in form 5.
An example of a statement of drainage facilities is given in Appendix D.
5.14. An example of drawing up a layout plan for a production enterprise with a coordinate reference is given in Appendix E.
Terrain organization plan
6.1. The relief organization plan is carried out on the basis of a layout plan without specifying and drawing the coordination axes of buildings and structures, coordinates, sizes and dimensional references.
6.2. On the relief organization plan, apply and indicate:
a) absolute marks inside the contour of buildings and structures, in accordance with 5.6 (listing b);
b) design marks and slope indicators along the "red" lines;
c) design horizontals or design marks of the reference points of the layout, indicating the direction of the slope of the design relief;
d) marks of the bottom and top of slopes, stairs, retaining walls, ramps;
e) bottom marks in the places of fractures of the longitudinal profile, the direction and magnitude of the slopes of the drainage structures;
f) storm water gratings at low points of the design relief with marks of the tops of the gratings;
g) design marks of the layout and actual marks of the terrain along the outer contour of the blind area in the corners of buildings and structures or, in the absence of a blind area, the indicated marks at the intersection of the outer faces of the walls with the relief at the corners of buildings and structures - in the form of a fraction with a design mark in the numerator and actual - in the denominator;
i) design marks of the layout and actual marks of the terrain (if necessary) along the top of sites for various purposes at the intersection of their edges with the relief at the corners and at characteristic points;
j) fracture lines of the design relief - when the plan is implemented at the design marks of the reference points of the layout;
k) the direction of the slope of the design relief with berghash - when the plan is implemented in the design horizontals and arrows - when the plan is implemented in the design elevations.
6.3. On the relief organization plan, in terms of roads, they put and indicate:
a) design horizontals - when implementing the plan in design horizontals;
b) the contours of the transverse profile of highways - when the plan is implemented at design elevations;
c) fracture points of the longitudinal profile with design marks;
d) slope indicators along the axis of the carriageway of motor roads;
e) drainage structures - ditches, trays with bottom marks in places of fractures of the longitudinal profile and the magnitude of the slopes of the bottom of the structures;
f) storm water gratings at lower points of the longitudinal profile with marks of the tops of the gratings.
6.4. On the relief organization plan, in terms of railway tracks, they put and indicate:
a) directional indicators;
b) marks of the bottom of the drainage structures in the places of fractures of the longitudinal profile and the magnitude of the slopes of the bottom of the structures.
6.5. The relief organization plan should, as a rule, be carried out in the design horizontals.
6.6. When implementing the plan for organizing the relief in the design horizontals, they are carried out with a relief section through 0.10 or 0.20 m throughout the planned territory (ground surface, roads, sites). It is allowed to apply design contours with a relief section every 0.50 m in areas with a uniform slope of the relief.
The marks of the design contours are inscribed from the side of the elevation of the relief. Elevations of design horizontals, multiples of 1.00 m, are indicated in full, intermediate ones are given as an integer corresponding to two decimal places.
6.7 When implementing the plan for organizing the relief in the design marks of the reference points of the layout, as a rule, the following are taken as reference points:
a) corners of buildings, structures and sites;
b) elevated and lowered points of the design relief;
c) crossing the axes of highways;
d) fracture points of the longitudinal profile of roads and railways.
6.8. The relief organization plan indicates the design marks of the entrance and exit along the bottom of pipes and intersleeper trays, as well as marks of turning points along the bottom of drainage ditches and trays. On the shelf of the leader line of drainage ditches and trays, their abbreviated name is given.
Examples
1 D.l. - the bottom of the tray;
2 D.k. - the bottom of the ditch.
6.9. Examples of drawing up plans for organizing the relief in the design horizontals and design marks of the reference points of the layout are given in Appendices G and I, respectively.
Earth mass plan
7.1. The calculation of the volume of earthen masses is performed, as a rule, by the method of squares.
It is allowed to carry out the earth mass plan using other methods. The content and form of the plan is determined by the method of calculating the volume of earthen masses and the conditions for the production of work.
7.2. On the plan of earth masses apply and indicate:
a) a construction geodetic grid or a marking basis replacing it;
b) a grid of squares for calculating the volume of earth masses with design, actual and working marks in the corners of the squares, a line of "zero" work with the allocation of the area of excavations by hatching at an angle of 45 ° to the base of the grid and indicating the volume of earth masses within each square or other figure, formed by the contour of the plating;
c) buildings and structures;
d) fencing or conditional border of the territory;
e) slopes, retaining walls.
7.3. The grid of squares, as a rule, is inscribed in the construction geodetic grid, taking the side of the square equal to 20 m. , depending on the nature of the relief and ensuring the required accuracy of calculating the volume of earth masses.
It is allowed, depending on the configuration of the planned territory, to calculate the volume of earth masses using figures other than a square. In these cases, the dimensions of the figures are indicated on the drawing.
7.4. Under each column of squares of the plan of earth masses, a table is given in form 6, in the corresponding columns of which the total volumes of embankment and excavation are indicated in the column of squares, and in the lines of the total volumes on the right - the total volumes of embankment and excavation throughout the planned territory.
7.5. In case of occurrence within the planned territory of soils to be removed (fertile soil layer, peat, soil unsuitable as the foundation of buildings, structures), before the development of an earth mass plan for the entire territory, a plan for the removal of soils within the contour of the occurrence of soils to be removed is carried out, making it similar to the plan of earth masses.
On the soil removal plan, the design marks are taken to be the bottom marks of the soil to be removed, which, when the earth mass plan is subsequently executed, are considered as actual marks.
If there are heterogeneous soils on the construction site, it is allowed to carry out plans for each type of soil, assigning the appropriate name to the drawing.
Examples
1. "Plan of earthen masses. Removal of construction debris";
2. "Plan of earthen masses. Development of rocky soils".
In the case of occurrence of soils to be removed in a layer of the same thickness, the soil removal plan may not be implemented. At the same time, the marks of the bottom of the soils to be removed are taken as the actual marks for the plan of earth masses, and the calculated volume of the removed soils is entered in the corresponding lines and columns of the statement in form 7.
7.6. On the plan of earth masses lead:
a) statement of volumes of earthen masses in form 7;
b) text instructions on the need to adjust the working marks in the places of lawns, troughs under the clothes of roads, platforms and the upper structure of the railway tracks.
7.7. Examples of drawing up a plan of earth masses and a statement of volumes of earth masses are given in Appendices K and L, respectively. Examples are developed for the case of vertical planning before the construction of buildings and structures.
Master plan of engineering networks
8.1. The master plan of engineering networks is carried out on the basis of the layout plan, but without absolute marks of buildings, structures, gate binding and designation of the coordination axes of buildings, structures.
If necessary, the outer contours of the soles of the foundations of the designed and existing buildings and structures are applied on the plan.
On the images of roads and railways, only the coordinates or bindings of their axes are indicated.
Engineering networks are performed by conditional graphic symbols in accordance with GOST 21.204.
8.2. On the master plan of engineering networks apply and indicate:
a) communication facilities for laying networks;
b) underground, ground and overground networks;
c) storm water gratings, supports and racks of communication structures.
8.3. Engineering networks are applied according to the working drawings of the corresponding main sets with coordinate or linear reference of the network axis in each characteristic area, with the image of compensators, niches, wells, chambers and indicating their designations.
8.4. An example of drawing up a master plan for engineering networks is given in Appendix M.
Landscaping plan
9.1. The plan for the improvement of the territory is carried out on the basis of a layout plan without specifying the coordination axes, coordinates and dimensional references, absolute marks of buildings and structures.
On the images of roads and railways, if necessary, only the coordinates or references of their axes are indicated.
9.2. On the landscaping plan, apply and indicate:
a) sidewalks, paths and their width;
b) sites for various purposes and their sizes;
c) small architectural forms and portable products of recreation areas;
d) trees, shrubs, flower beds, lawns.
9.3. Improvement elements are tied to the outer edges of the walls of buildings, structures, "red" lines, roads or railways.
For an ordinary planting of trees and shrubs, a dimensional binding of a row is given.
9.4. With a complex configuration of paths, with the arrangement of trees and shrubs in free groups, it is allowed, instead of dimensional reference, to apply an auxiliary grid of squares with sides equal to 5-10 m in the areas of their location, with its binding to the construction geodetic grid, marking base, buildings, structures, roads and railroad tracks.
9.5. Improvement elements are assigned positional designations. Positional designations of small architectural forms and portable products are indicated on the leader line in circles with a diameter of 6 mm. The designation of landscaping elements is indicated on the leader line in circles with a diameter of 8-12 mm in the form of a fraction: in the numerator - the positional designation of the species or type of planting, in the denominator - their number or area (for flower beds).
9.6. The landscaping plan includes:
a) a list of small architectural forms and portable products in form 8, an example of which is given in Appendix H;
b) a list of landscaping elements in form 9, an example of which is given in Appendix P;
c) a list of sidewalks, paths and platforms in form 10, an example of which is given in Appendix P; (Figure R.1);
d) sections, sections and knots of sidewalks, paths and platforms. An example of the design of sections of sidewalks, paths and platforms is given in Appendix C;
e) a list of roads, entrances and driveways in accordance with GOST 21.511 (form 1) - for residential and civil facilities, an example of which is given in Appendix R (Figure R.2);
f) relevant textual instructions, for example, on the conditions for planting trees and shrubs, arranging flower beds and lawns, etc.
9.7. It is allowed to place the statements specified in 9.6 on a sheet of general data.
9.8. Examples of designing an improvement plan, completed by type of work, are given: in Appendix T - "Greening Plan"; in Appendix Y - "Plan of the location of small architectural forms and portable products"; in Appendix F - "Plan of driveways, sidewalks, paths, sites."
STATE STANDARD OF THE UNION OF THE SSR
SYSTEM OF DESIGN DOCUMENTS FOR CONSTRUCTION
COMMON DATA
ACCORDING TO WORKING DRAWINGS
GOST 21.102-79
USSR STATE COMMITTEE
CONSTRUCTION
STATE STANDARD OF THE UNION OF THE SSR
By the Decree of the State Committee of the USSR for Construction of July 31, 1979 No. 135, the deadline for the introduction was establishedfrom 01.01.1981
Non-compliance with the standard is punishable by law
1. This standard establishes the composition and rules for the implementation of "General data on working drawings" included in the main set (hereinafter referred to as general data) of buildings and structures in all industries and the national economy.2. General data is given on the first (header) sheet of the main set of working drawings of each brand. With a large volume, general data can be placed on several sheets. sheet - "(beginning)", on subsequent sheets - "(continuation)", and on the last sheet - "(end)".3. The general data includes: a list of working drawings of the main set; a list of reference and attached documents; a list of main sets of working drawings; a list of specifications; symbols and images; general instructions; other data provided for by the relevant standards of the project documentation system for construction (SPDS). four. The list of working drawings of the main set is compiled in form 1. In the columns of the sheet indicate: in the column "Sheet" - the serial number of the sheet of working drawings; in the column "Name" - the name of the sheet in full accordance with its name given in the main inscription; in the column " Note" - additional information, for example, information about changes made to the working drawings of the main set.5. The list of reference and attached documents is compiled in the form 2. Documents are recorded in the list in sections: reference documents; attached documents. The names of the sections are written as a heading in the "Name" column and underlined. In each section, documents are grouped by type in the following sequence: in the "Reference documents" section: industry standards; republican standards; other industry (departmental) and republican documents; state standards for structures, products and assemblies; drawings of typical structures, products and assemblies; in the "Attached documents" section: reusable drawings of structures, products and assemblies; drawings of individual structures, products and assemblies developed for this object; other documents.6. In the columns of the statement of reference and attached documents indicate: in the column "Designation" - the designation of the document and, if necessary, the name and code of the organization that issued the document; in the column "Name" - the name of the document in full accordance with the name indicated on the title page or in the main inscription; in the column "Note" - additional information, including information about the changes made to the applied drawings. 7. The list of main working drawings is compiled in form 2 and placed in the general data of the main set of working drawings of the leading brand. In addition, if there are several main sets of working drawings of the same brand (for example, several main sets of working drawings of reinforced concrete structures), in the general data of the first or the last main set of working drawings of this brand, a statement of the indicated main sets of working drawings is placed.8. In the columns of the statement of the main sets of working drawings indicate: in the column "Designation" - the designation of the main set of working drawings and, if necessary, the name and code of the organization that issued the document; in the column "Name" - the name of the main set of working drawings; in the column "Note" - additional information.9. The sheet of specifications is compiled in form 1 if there are several specifications in the corresponding main set of working drawings. In the columns of the sheet of specifications indicate: in the column "Sheet" - the sheet number of the main set of working drawings on which the specification is placed; in the column "Name" - the name of the specification in in full accordance with its name indicated on the drawing; in the column "Note" - additional information.10. In the general data, the symbols and images adopted in the working drawings of the main set are given, which are not established by the standards and the values \u200b\u200bof which are not indicated on other sheets of the main set of working drawings.11. The general guidelines include: initial data for the development of working drawings; a topographic survey mark, conventionally taken in the design of a building or structure as 0.000 (as a rule, they are given on architectural and construction drawings); measures for anti-corrosion protection of structures and equipment (in the absence of an appropriate basic a set of working drawings or the necessary data on the drawings); a record of the results of checking for patentability and patent clearance of technological processes, equipment, devices, designs of materials and products used in the project for the first time or developed in the project, as well as numbers of copyright certificates and applications for inventions used in the project; other necessary instructions. In general information, it is not allowed to repeat the technical requirements placed on other sheets of the main set of working drawings, and the description of the technical solutions adopted in the working drawings.12. In the lower left corner of the first sheet of general data of each main set of working drawings, a record of the chief engineer of the project is placed in a rectangular frame, certifying the compliance of the project with the current norms and rules, and for buildings or structures with a fire and explosive nature of production, in addition, their safe operation during compliance with the activities envisaged by the project. When linking standard and reusable projects, the specified inscription is confirmed by the signature of the chief engineer of the project who carried out the link.
