Operational control of construction and installation works. Operational quality control charts for the main construction and installation works
11.9.1 During the execution of production processes and operations, operational control is carried out in order to identify defects that may be hidden during the continuation of the process or operation, and to take measures to prevent and eliminate these defects.
11.9.2 By operational control the person carrying out the construction checks:
Compliance with the sequence and composition of the technological operations performed with the technological and regulatory documentation that applies to these technological operations;
Compliance with technological regimes established by technological maps and regulations;
Compliance of the quality indicators of the operations and their results with the requirements of the design and technological documentation, as well as the regulatory documentation applicable to these technological operations.
11.9.2 During the construction process, an assessment of the work performed, the results of which affect safety object, but in accordance with the adopted technology, they become unavailable for control after the start of subsequent work, as well as the performed building structures and sections of engineering networks, the elimination of defects identified by control is impossible without disassembling or damaging subsequent structures and sections of engineering networks. Representatives of the relevant bodies of state supervision, architectural supervision, as well as, if necessary, independent experts can participate in these control procedures. The contractor notifies the rest of the participants about the timing of these procedures no later than three working days in advance.
11.9.3 The results of acceptance of works hidden by subsequent works, in accordance with the requirements of the design and regulatory documentation, are drawn up by certificates of inspection of hidden works ( appendix M ). The developer (customer) may require a re-survey after elimination of the identified defects.
11.9.4 To the procedure for assessing the conformity of individual structures, tiers of structures (floors), the contractor must submit certificates of survey of all hidden works that are part of these structures, geodetic executive schemes, as well as test reports of structures in cases provided for by the design documentation and (or) a construction contract. The developer (customer) can check the reliability of the executive geodetic schemes presented by the contractor. To this end, the contractor must keep, until the completion of the acceptance, the fixed axes and installation guidelines fixed in nature.
The results of the acceptance of individual structures must be formalized by acts of acceptance of critical structures ( appendix H ).
11.9.5 Tests of sections of engineering networks and mounted engineering equipment are carried out in accordance with the requirements of the relevant regulatory documents and are drawn up by acts of acceptance of critical structures (Appendix H).
11.9.6 If, as a result of the gradual acceptance of defects in work, structures, sections of engineering networks, the corresponding acts should be drawn up only after the elimination of the identified defects.
In cases where subsequent work should begin after a break of more than 6 months from the date of completion of the stage-by-stage acceptance, these procedures should be repeated before the resumption of work with the issuance of the relevant acts.
11.9.7 Places of performance of control operations, their frequency, performers, methods and measuring instruments, forms of recording results, the procedure for making decisions when detecting non-compliance with the established requirements must comply with the requirements of design, technological and regulatory documentation.
11.9.8 The person carrying out the construction appoints by his administrative documents the responsible executors for the implementation of operational control, documenting its results and elimination of defects identified by the control.
The results of operational control should be documented in special work logs.
Design and Technological Institute of Industrial Construction
OJSC PKTIpromstroy
OPERATIONAL QUALITY CONTROL CARDS OF BASIC CONSTRUCTION AND INSTALLATION WORKS
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1. CARD OF OPERATIONAL CONTROL WHEN INSTALLING REINFORCED CONCRETE COLUMNS 2. CARD OF OPERATIONAL CONTROL WHEN INSTALLING LARGE-BLOCK TAPE FOUNDATIONS 3. OPERATIONAL CONTROL CARD WHEN INSTALLING REINFORCED CONCRETE FOUNDATIONS FOR COLUMNS 4. OPERATIONAL CONTROL CARD WHEN MOUNTING BARS 5. MAP OF OPERATIONAL CONTROL OF INSTALLATION OF REINFORCED CONCRETE FIRMS AND BEAMS 6. CARD OF OPERATIONAL CONTROL OF INSTALLATION OF COVERING PANELS (COVERINGS) 7. CARD OF OPERATIONAL CONTROL OF WALL FORMWORK INSTALLATION 8. OPERATIONAL CONTROL MAP OF COLUMN AND CEILING FORMWORKS 9. OPERATIONAL CONTROL CHART WHEN INSTALLING THE FOUNDATION FORMWORK 10. KAPTA OF OPERATIONAL CONTROL OF STRUCTURAL REINFORCEMENT 11. CARD OF OPERATIONAL CONTROL OF FLOORS CONCRETE 12. MAP OF OPERATIONAL CONTROL OF WALL CONCRETE 13. MAP OF OPERATIONAL CONTROL OF COLUMN CONCRETE 14. MAP OF OPERATIONAL CONTROL OF PILLARS BRICK 15. MAP OF OPERATIONAL CONTROL OF BRICK WALLS 16. CARD OF OPERATIONAL CONTROL OF INSTALLATION OF WINDOW AND DOOR BLOCKS |
1. CARD OF OPERATIONAL CONTROL WHEN INSTALLING REINFORCED CONCRETE COLUMNS
Tolerances for the installation of reinforced concrete columns in accordance with the requirements of SNiP 1. The difference in the marks of the top of adjacent columns or support sites (brackets, consoles) ± 10mm 2. The difference in the marks of the top of the columns or support sites within the area to be verified: with contact installation 12 + 2, where - the ordinal number of the tier when installed by beacons 10 mm 3. Displacement of the axes of the columns of single-storey buildings in the upper section from the vertical at the height of the columns H: in meters up to 10 m ± 10 mm over 10 m 0.001 N, but not more than 35 mm 4. Displacement of the axes of the columns multi-storey buildings in the upper section relative to the alignment axes for columns with a height: up to 4.5 m ± 10 mm over 4.6 m ± 15 im
Table 1
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Operations subject to control |
Control composition |
Control method |
Control time |
Work |
Works to be activated |
Work Producer |
Preparatory work |
Correct storage |
Visually |
Before installation |
Marking the bottom of the foundation glass |
Using a level |
Before installation |
Surveyor |
Column installation |
Reliability of slinging, verticality of installation, alignment; reference pad marks; temporary attachment |
Visually; using a level; with theodolite |
During installation |
Surveyor |
Welding metal parts |
Quality of welds |
Visually |
During installation |
Anti-corrosion protection of metal parts |
Visually |
During installation |
If necessary laboratory |
Monolithing of columns |
Thoroughness of monolithing |
Visually |
During installation |
Preparatory work (acceptance of structures) |
Availability of passports, drawings, geometrical dimensions, external defects, plotting of alignment axes, marks, dimensions of support areas, correct location of embedded parts |
Visually; with a steel meter |
Before installation |
Column site preparation |
Cleaning of glasses, dimensions of the foundation glass; the presence of scratches on the foundation |
Before installation |
Installing the mounting hardware |
Fixing accuracy |
Visually |
During installation |
Welding metal parts |
Compliance with the project; welding of electrodes; seam sizes |
Visually |
During installation |
Laboratory |
Cementing columns in foundations |
Concrete grade, consistency, compaction |
Visually, using a standard cone |
During installation |
Laboratory |
2. CARD OF OPERATIONAL CONTROL WHEN INSTALLING LARGE-BLOCK TAPE FOUNDATIONS
Tolerances for the installation of large-block strip foundations in accordance with the requirements of SNiP III -16-73 1. Offset of the axes of foundation blocks and foundation wall blocks relative to the centerline axes ± 10 mm 2. Deviation of the marks of the upper supporting surfaces of foundation elements - 10 mm 3. Offset of axes or edges wall blocks in the lower section relative to the center axes or geometric axes of the below-installed structures ± 5mm
table 2
|
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Determination of the state of soils |
Visually |
Before installation |
Correctness of the location of the pit relative to the center drawing, reliability of fastening, mark the bottom of the pit |
Visually, using a level and tape measure |
Before installation |
Surveyor |
Sand or gravel top mark |
Using a level |
Before installation |
Surveyor |
Correct storage |
Visually |
Before installation |
Stake out foundation axes |
Accuracy of determining the position of the corners of the building. Compliance with the project of the distances between the axes of prefabricated foundations |
With theodolite and tape measure |
Before installation |
Surveyor |
Installation of foundation blocks |
Visually |
During installation |
Precision of installation, foundation blocks. Support and abutment density |
Using a level and a plumb line |
During installation |
Compliance with the design |
Using a level |
After installing blocks |
Surveyor |
Preparatory work |
Sufficiency of the size of the pits |
With a tape measure |
Before installation |
The thickness of the sand or gravel pad, the quality of its compaction |
Visually, using a steel meter |
Before installation |
Cleaning foundation blocks from dirt, from snow in winter |
Visually |
Before installation |
Availability of passports for reinforced concrete structures; compliance of the geometric dimensions of the blocks with the project; external defects |
Roulette |
Before installation |
Stake out foundation axes |
Correct tension of axles, accuracy of intersection of axes on foundation blocks |
With theodolite |
Before installation |
Surveyor |
Installation of foundation blocks |
Compliance with installation technology, Technological map |
Visually |
During installation |
3. OPERATIONAL CONTROL CARD WHEN INSTALLING REINFORCED CONCRETE FOUNDATIONS FOR COLUMNS
Tolerances for the installation of reinforced concrete foundations for columns in accordance with the requirements of SNiP III -16-73 1. Displacement of the axes of the foundation glasses relative to the centerline axes ± 10mm 2. The deviation of the marks of the upper supporting surfaces of the foundation elements - 10mm 3. The deviation of the marks of the bottom of the foundation glasses - 20mm
Table 3
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Operations subject to control |
Control composition |
Control method |
Control time |
Works to be activated |
Work Producer |
Preparatory work |
Preparation of the base for foundations, its condition, dimensions, marks, protection against freezing in winter |
Using a level, steel meter, tape measure |
Before installation |
Surveyor |
The dimensions of the pits, the correctness of their location and the reliability of fastening the walls of the pit, marks of the bottom of the pit |
Visually, using a level, tape measure, plumb line |
Before installation |
Base top mark and cushion horizontal |
Using a level |
Before installation |
Surveyor |
Side waterproofing of foundation blocks |
Insulation quality |
Visually |
After installation |
Preparatory work |
Sand or gravel cushion thickness and compaction quality |
Visually i with a steel meter |
Before installation |
Cleaning from dirt, from snow and ice in winter |
Visually |
Before installation |
Checking the geometric dimensions of blocks, defects. Comparison of passport data of reinforced concrete structures with design |
Before installation |
Installation of control lines along the axes of foundations |
Compliance with the project of the axes transferred to the bottom of the excavation. Accuracy of the position of the top of the control line |
With theodolite, level |
Before installation |
Installation and alignment of blocks |
Installation accuracy, compliance with design marks and axes |
With the help of a level, relative |
During installation |
Surveyor |
4. OPERATIONAL CONTROL CARD WHEN MOUNTING BARS
Tolerances for the installation of girders in accordance with the requirements of SNiP III -16-73 1. Displacement of the girder axes along the lower chord relative to the geometric axes of the supporting structures ± 6 mm 2. Deviation of the distances between the axes of the crossbars at the level of the upper chords ± 20mm 3. Tolerances of support areas and gaps between elements are determined by the project
Table 4
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Correct storage of structures |
Visually |
Before installation |
Aligning support surfaces on columns |
Compliance of the elevations of the support pads of the columns with the design ones, the correctness of the application of the alignment axes |
With theodolite, level, steel meter |
Before installation |
Surveyor |
Installation of crossbars |
Correct and reliable slinging |
Visually |
During installation |
Alignment of the girder axes with the alignment axes on the supporting structures, verticality and density of the girder support |
Visually, using a plumb line |
During installation |
Welding of embedded parts in joints |
Visually, using a steel meter |
During installation |
If necessary laboratory |
Cementing joints |
The appearance of the joints, the strength of concrete at the joint |
Visually using a reference hammer |
After stripping the joint |
Laboratory |
Preparatory work |
Compliance of geometrical dimensions with design ones, external defects, availability of passports, correct location of embedded parts, cleaning them |
Visually, using a steel meter, tape measure |
Before installation |
Aligning support surfaces on columns |
Visually, using a steel meter |
Installation of crossbars |
Correctness of drawing axial and control marks on the crossbars |
Visually, using a steel meter, tape measure |
During installation |
Visually |
During installation |
Compliance with the design of the joint and the brand of electrodes for the project |
Visually |
During installation |
Cementing joints |
The density and strength of the formwork |
Visually |
During installation |
Concrete grade |
Before concreting |
Laboratory |
Joint sealing quality |
Visually |
In the process of concreting |
Joint filling quality |
Visually |
After stripping |
5. MAP OF OPERATIONAL CONTROL OF INSTALLATION OF REINFORCED CONCRETE FIRMS AND BEAMS
Tolerances for the installation of reinforced concrete trusses and beams in accordance with the requirements of SNiP III -16-73 1. Displacement of the axes of the trusses (beams) along the lower chord relative to the geometric axes of the supporting structures ± 5mm 2. Deviation of the distances between the axes of the trusses (beams) at the level of the upper chords ± 20 mm 3. The tolerances of the support areas and the tolerances of the gaps between the elements are determined by the project
Table 5
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Quality control persons |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Correct storage of reinforced concrete structures |
Visually |
Before installation |
Alignment of support surfaces of previously mounted structures |
Compliance of the elevations of the reference pads with the design ones, the correctness of drawing the stake out axes |
Before installation |
Surveyor |
Installation of trusses, beams |
Correct and reliable slinging |
Visually |
During installation |
Alignment of axes of beams trusses with centering axes, verticality of support structures |
Visually, using a plumb line |
During installation |
Reliability of temporary fastening |
Visually |
During installation |
Welding of embedded parts in joints |
Welding quality, certificates of acceptance of welded joints, weld dimensions |
Visually, using a steel meter |
During the installation process |
Anti-corrosion protection |
The quality of the anti-corrosion layer |
Visually |
Before monolithic |
If necessary laboratory |
Preparatory work |
Availability of passports, geometric dimensions, external defects, reinforced concrete structures |
Visually, using a steel meter |
Before installation |
Location of embedded parts, cleaning them from rust and concrete build-up |
Visually, using a steel meter |
Before installation |
Alignment of structural support surfaces |
Position of support pads and embedded parts |
Visually |
Before installation |
Installation of girders |
Availability and correctness of drawing axial and control marks on structures |
With a steel meter |
During installation |
Correct installation technology |
Visually |
During installation |
Welding of embedded parts in joints |
Type of electrodes, conformity of the joint to the project |
Visually |
During installation |
Cementing joints |
Density and strength of formwork |
Visually |
Before concreting |
Concrete grade, compaction quality |
Visually |
In the process of monolithing |
Laboratory |
Joint appearance, quality of sealing |
Visually |
In the process of monolithing |
Compliance of the elevations of the installed structures with the design ones, the distance between the axes |
Visually |
After installation |
Surveyor |
6. MAP OF OPERATIONAL CONTROL OF INSTALLATION OF COVERING PANELS (COVERINGS)
Tolerances for the installation of floor panels (coverings) in accordance with the requirements of SNiP III -16-73 1. The difference in the marks of the front surfaces of two adjacent floor slabs (coverings) at the joint is ± 5 mm 2. The displacement in plan of the cover plates or floors relative to their design position supporting surfaces and nodes of trusses and other supporting structures (along the supporting sides of the slabs), not allowed 3. Permissible deviations in the dimensions of the support areas and gaps between structural elements are determined by the project
Table 6
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons attracted with control |
Works to be activated |
Work Producer |
Preparatory work |
Correct storage of panels |
Visually |
Before installation |
Compliance of elevations and support areas with the design |
Using a level, tape measure, steel meter |
Before installation |
Surveyor |
Installation of floor panels |
Instrumental check of the mounting horizon of each floor |
Using a level |
During installation |
Surveyor |
Anti-corrosion protection of anchors |
Anti-corrosion coating quality |
Visually |
Securing joints |
Laboratory |
Cementing joints |
The quality of monolithing joints |
Visually |
After monolithing |
Preparatory work |
Availability of passports, geometric exchanges, surface quality of structures |
Before installation |
Correct location of embedded parts, mounting loops |
Visually, using a tape measure, a steel meter |
Before installation |
Execution of the support row of brickwork with pokes |
Visually |
Before installation |
Making a bed from a solution |
Compliance with the grade of the mortar to the project, the thickness of the mortar layer |
Visually |
During installation |
Laboratory |
Panel mounting |
Compliance with the support area, the position of the panel in the plan, the density of abutment to the supporting surface, the correct installation technology |
Visually |
During installation |
Anchoring panels |
Compliance of anchoring with project requirements |
Visually |
Before monolithic |
Cementing joints |
Cleaning and moistening of abutting surfaces, compliance of the grade of mortar or concrete with the design |
In the process of monolithing |
Laboratory |
7. CARD OF OPERATIONAL CONTROL OF WALL FORMWORK INSTALLATION
Tolerances when installing wall formwork in accordance with the requirements of SNiP III -15-76 1. Distance from the vertical or the design slope of the wall formwork planes and their intersection lines at a wall height of up to 5m 10 mm at a wall height of more than 5m 15 mm 2. Offset of the axes of the wall formwork : from the design position 8 mm 3. Internal dimensions of the wall formwork from the design dimensions 3 mm 4. Local irregularities in the formwork when checking with a 2-meter rail 3 mm
Table 7
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Visually |
Before installing the formwork |
Formwork installation |
After installing the wall formwork (before fixing it) |
Surveyor |
Accuracy of installation of embedded parts, their fastening |
With a meter, tape measure |
After installing the formwork |
Preparatory work |
Compliance with the project and the quality of the formwork panels, correct storage |
Visually, using a meter |
Before installing the formwork |
Formwork installation |
Compliance with design dimensions, verticality |
Using a meter, a plumb line |
During the installation of the formwork |
The quality of the formwork fasteners |
Visually |
During the installation of the formwork |
The quality of the inner surface of the formwork |
During the installation of the formwork |
8. OPERATIONAL CONTROL MAP OF COLUMN AND CEILING FORMWORKS
Tolerances for the installation of the formwork of columns and ceilings in accordance with the requirements of SNiP III -15-76 1. The distance between the supports of the bent formwork elements and the distance between the ties of the vertical supporting structures from the design dimensions: for 1 m of 25 mm for the entire span of at least 75 mm 2. Distance from the vertical or the design slope of the planes of the formwork and the lines of their intersection: for 1 m of height 5 mm for the entire height of columns up to 5 m 10 mm - "- more than 5 m 15 mm for the entire height of beams 5 mm 3. Displacement of the axes of the formwork from the design position of the columns 8 mm - "- beams 10 mm 4. The distance between the inner surfaces of the formwork of columns, beams from the design dimensions - 3 mm 5. Local irregularities of the formwork when checking with a 2-meter rail - 3 mm
Table 8
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Determination of the state of the base (for columns) |
Visually |
Before installing the formwork |
Formwork installation |
The suitability of the supporting scaffolds and scaffolds to the project, their stability and rigidity |
Visually, using a steel meter, tape measure, plumb line |
Before installing the formwork |
Correspondence of the position of the formwork to the installation axes |
Using a theodolite, plumb line, tape measure |
During the installation of the formwork |
Surveyor |
Accuracy of installation of embedded parts |
With a steel meter, tape measure |
Formwork ambassador |
Preparatory work |
The quality of formwork panels and fasteners |
Visually, using a steel meter |
Before installing the formwork |
Correct storage of formwork elements |
Visually |
Before installing the formwork |
Formwork installation |
Compliance with design dimensions and marks |
Using a level, plumb line, level, steel meter, tape measure |
During the installation of the formwork |
The surface quality of the formwork (density in the interface of the boards) |
Visually, with the help of a 2-meter rail |
During the installation of the formwork |
Formwork fastening quality |
Visually |
During the installation of the formwork |
9. OPERATIONAL CONTROL CHART WHEN INSTALLING THE FOUNDATION FORMWORK
Tolerances when installing formwork foundations in accordance with the requirements of SNiP III -15-76 1. Distance from the vertical or the design position of the planes of the formwork foundations and their intersection lines at 1m height 5mm 2. Displacement of the axes of the formwork foundations from the design position of 15mm foundations for steel structures , (L is the length of the span or the step of the structure, m) 3. Local unevenness of the formwork (when checking with a 2 m long rail) 3 mm
Table 9
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Determining the condition of the foundation |
Visually |
Before installing the formwork |
Formwork installation |
Correspondence of the position of the formwork to the installation axes, the accuracy of the installation of embedded parts and their fastening |
Using a theodolite, tape measure, plumb line, steel meter |
After installing the formwork |
Surveyor |
Preparatory work |
Compliance with the project and the quality of formwork panels, blocks and fasteners, correct storage of formwork elements |
Visually, using a steel meter |
Before installing the formwork |
Formwork installation |
Compliance with design dimensions and marks. The horizontality and verticality of the formwork elements, the quality of fasteners, the quality of the inner surface of the formwork |
Visually, using a level, plumb line, steel meter |
During the installation of the formwork |
10. KAPTA OF OPERATIONAL CONTROL OF STRUCTURAL REINFORCEMENT
Tolerances for the reinforcement of structures in accordance with the requirements of SNiP III -15-76 1. Reinforcing steel supplied to the construction must undergo an external examination upon acceptance. measurements and control tests in cases stipulated in the project 2. Replacement of the reinforcement steel provided for by the project is agreed with the design organization 3. Before the installation of the reinforcement, the formwork is checked, the lining is fastened, providing a gap for the protective layer equipment 4. The assembled reinforcement is secured from displacement and protected from damage during concreting 5. The displacement of reinforcing bars when they are installed in the formwork should not exceed 1/5 of the largest diameter of the bar and 1/4 of the diameter of the bar being installed 6. It is prohibited to use spacers to form a protective layer from rebar scraps, wooden bars and crushed stoneTable 10
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Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Reinforcement acceptance |
Compliance of reinforcement meshes and cages to the project (passport) |
Visually |
Before installation |
Fitting installation |
Installation of grids, frames, embedded parts in accordance with the project |
With a plumb line, steel meter |
During installation |
Providing a protective layer |
With a steel meter |
When installing the formwork |
Securing joints, frames, nets (welding, knitting) |
Visually |
After fixing |
Laboratory |
Acceptance fittings |
Selectively Checks the diameter of the reinforcement, the distance between the working bars in meshes and frames |
Using a caliper and a steel meter |
Before installation |
Position of embedded parts |
With a steel meter |
Before installation |
Quality of execution of reinforcement attachment points in the mesh frame |
Visually |
Before installation |
Rebar storage |
Correctness of warehousing and storage |
Visually |
Before installation |
Correct sling |
Visually, using a steel meter |
During the installation of fittings |
Fitting installation |
Compliance with the technology adopted in the technological map or commissioning |
Visually |
During the installation of fittings |
Correctness of the layout of the meshes, the correct fastening of the reinforcement in the form |
Visually, using a steel meter |
During the installation of fittings |
Correct installation of running boards on the slab |
Visually |
During the installation of fittings |
11. CARD OF OPERATIONAL CONTROL OF FLOORS CONCRETE
Tolerances when concreting floors in accordance with the requirements of SNiP III -15-76 1. Local deviations of the concrete surface from the design when checking structures with a rail 2 m ± 5 mm long 2. In the marks of surfaces and embedded parts that serve as supports for metal or prefabricated reinforced concrete elements ± 5 mm 3. In the location of the anchor bolts, in plan inside the contour of the support - 5 mm in the plan outside the contour of the support - 10 mm 4. The difference in height marks at the junction of two adjacent surfaces - 3mm
Table 11
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Formwork quality |
Visually |
Before concreting |
Condition of fittings and embedded parts, certificate of acceptance of fittings |
Visually |
Before concreting |
Stripping |
Surface quality, compliance with the design of holes, geometric dimensions |
Visually, using a meter |
After stripping |
Concrete strength, homogeneity, cracks |
Visually, ultrasonic instrument |
After stripping |
Laboratory |
Preparatory work |
Substrate quality, removal of the top layer at work seams, notching, rinsing |
Visually |
Before concreting |
Laying concrete mix |
Concrete mix quality |
With the help of the StroyTSNIIL cone, press |
Before concreting |
Laboratory |
Visually |
In the process of laying |
Visually |
In the process of laying |
Outside air temperature |
With a thermometer |
In the process of laying |
Concrete compaction |
Permutation step and immersion depth of vibrators |
Visually |
During compaction |
Adequate vibration and concrete thickness during compaction |
Visually |
During compaction |
Concrete curing |
With a thermometer |
During hardening |
12. MAP OF OPERATIONAL CONTROL OF WALL CONCRETE
Tolerances when concreting walls in accordance with the requirements of SNiP III -15-76 1. Planes and lines of their intersection from the vertical or the design slope to the entire height: walls supporting monolithic coverings and ceilings ± 15mm walls supporting prefabricated joist structures ± 10mm 2. Horizontal planes on the whole plane of the area to be verified ± 20mm 3. Local deviations of the concrete surface from the design when checking the structure with a 2 m long rail ± 5 mm 4. In the marks of surfaces and embedded parts - 5 mm
Table 12
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Formwork quality |
Visually |
Before concreting |
Compliance with the base elevation design |
Using a level |
Before concreting |
Surveyor |
Condition of fittings and embedded parts, certificate of acceptance of fittings |
Visually |
Before concreting |
Stripping |
Surface quality, compliance with the design of holes, openings, channels, geometric dimensions |
Visually, using a steel meter |
After stripping |
The strength of concrete, its homogeneity, the presence of supports, cracks |
With an ultrasonic device, visually |
After stripping |
Laboratory |
Preparatory work |
The quality of the base, the removal of the top layer at the working seams, the notch, the groove, the presence of waterproofing |
Visually |
Before concreting |
Laying concrete mix |
Concrete mix quality (mobility, cube strength) |
Before concreting |
Laboratory |
The correctness of the technology for placing the concrete mix |
Visually |
In the process of laying |
Correctness of working seams |
Visually |
In the process of laying |
Outside air and concrete temperature (winter) |
With a thermometer |
In the process of laying |
Concrete compaction |
Permutation step and immersion depth of vibrators |
Visually, using a steel meter |
During compaction |
Adequate vibration and concrete layer thickness when laying |
Visually, using a steel meter |
During compaction |
Compliance with humidity and temperature conditions |
With a thermometer |
During hardening |
13. MAP OF OPERATIONAL CONTROL OF COLUMN CONCRETE
Concreting tolerances in accordance with the requirements of SNiP III -15-76 1. Planes and lines of their intersection from the vertical or from the design slope to the entire height of the columns supporting monolithic coverings and floors ± 15 mm As above for columns supporting precast beam structures ± 10 mm 2. Horizontal planes on the entire plane of the area to be verified ± 20 mm 3. Local deviations of the concrete surface from the design when checking structures with a 2 m long rail, except for supporting surfaces ± 6 mm 4. In the dimensions of the cross-section of elements + 6 mm - 3 mm 5. In the marks of surfaces and embedded parts that serve as supports for metal or prefabricated reinforced concrete elements - 5 mm
Table 13
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons or divisions involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Formwork quality |
Visually |
Before concreting |
Compliance with the base elevation design |
Using a level |
Before concreting |
Surveyor |
Condition of reinforcement, embedded parts, reinforcement acceptance certificate |
Visually |
Before concreting |
Stripping |
Determination of the surface quality, compliance with the project of geometric dimensions, the correct location of embedded parts, marks of the top of the columns |
Visually, using a steel meter, level |
After stripping |
Surveyor |
Determination of the strength of concrete, its homogeneity |
Using ultrasonic devices |
After stripping |
Laboratory |
Preparatory work |
Determination of the quality of the base (cleaning from dirt, ice, snow, etc.) |
Visually |
Before concreting |
Laying concrete mix |
Determination of the quality of the concrete mix (mobility, cube strength) |
With the help of the StroyTSNIIL cone, press (PSU-500) |
Before laying in the structure |
Laboratory |
Compliance with the technology of concrete placement |
Visually |
In the process of laying |
Concrete compaction |
Temperature control of outdoor air and concrete mix (in winter) |
With a thermometer |
In the process of laying |
Compliance with the step of permutation and the immersion depth of the vibrators, the correctness of their installation |
Visually, using a steel meter |
During compaction |
Determination of the sufficiency of vibration and the thickness of the concrete layer |
Visually, using a steel meter |
During compaction |
Concrete care during hardening |
Compliance with humidity and temperature conditions |
With a thermometer |
During hardening |
Laboratory |
14. MAP OF OPERATIONAL CONTROL OF PILLARS BRICK
Tolerances for masonry pillars in accordance with the requirements of SNiP III -17-78 1. Deviations from the design dimensions: 10mm in thickness along the marks of cutoffs and floors 10mm in offset of the axes of structures 10mm 2. Deviation of surfaces and masonry angles from the vertical: 10mm per floor for the whole building 30mm 3. Irregularities on the vertical surface of the masonry, detected when applying a strip 2m 5mm long
Table 14
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Correctness of anchoring the posts to the alignment axes |
Visually, using a plumb line |
Before laying |
Brickwork pillars |
Determining the correctness of the masonry technology and bandaging the seams |
Using a plumb line, steel meter, visually |
In the process of laying |
Determination of the correspondence of the actual position of the brick pillars to the project, the alignment of the pillars of different floors |
Visually, using a plumb line, a steel meter |
In the process of laying |
Marking cutoffs of brickwork and floors, the correct arrangement of the pillow under the beams, the support of the beams on the pillows and their embedding in the masonry |
Visually, using a level, steel meter |
After installing the pillow and installing the beam |
Surveyor |
Preparatory work |
Determination of the base for the posts, the presence of waterproofing |
Visually |
Before laying the pillars |
Determination of the quality of bricks, fittings, embedded parts |
Visually, measuring, checking passports and certificates |
Before laying the pillars |
Laboratory |
Brickwork pillars |
Sizing, filling and dressing of seams; |
With a steel meter |
After every 5m of laying |
The geometric dimensions of the cross-section of the pillars |
With a steel meter |
In the process of masonry |
Verticality of masonry, irregularities on the surface |
Using a plumb line, rail, steel meter |
After finishing laying the pillar to the height of the floor |
Reinforcement of masonry |
Correctness of the reinforcement location, the distance between the meshes along the column height, the diameter of the bars and the distance between them |
With a steel meter, caliper |
As the reinforcement is laid |
15. MAP OF OPERATIONAL CONTROL OF BRICK WALLS
Tolerances for masonry walls in accordance with the requirements of SNiP III -17-78 1. Deviation from the design dimensions; by thickness 15 mm by marks of cutoffs and floors 10 mm by width of walls 15 mm by width of openings 15 mm by displacement of axes of adjacent window openings 20 mm by displacement of axes of structures 10 mm 2. Deviations of surfaces and angles of masonry from the vertical: one floor 10 mm per the whole building is 30 mm 3. Deviations of the rows of masonry from the horizontal by 10 m, 15 mm long 4. Irregularities on the vertical surface of the masonry, detected when a 2-meter strip of 10 mm is applied
Table 15
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Brickwork of walls. |
Quality of brick, mortar, fittings, embedded parts |
External examination, measurement, verification of passports and certificates |
Before laying the walls of the floor |
In case of doubt, the laboratory |
Axis layout is correct |
With a steel tape measure, meter |
Before laying |
Horizontal marks of cutoffs of masonry for overlapping |
With the help of a level, staff.level |
Before installing floor panels |
Surveyor |
Alignment of ventilation ducts and sealing of ventilation units |
Visually, using a plumb line |
After finishing laying the walls of the floor |
Reinforcement of masonry |
Correct positioning of reinforcement, bar diameters, etc. |
Visually, using a steel meter |
Before installing the fittings |
Installation of precast concrete floor slabs |
Supporting ceilings on groans, embedding, anchoring |
Visually, using a steel meter |
After installing the floor |
Anti-corrosion coating of embedded parts |
Thickness, density and adhesion of the coating |
Visually, using a thickness gauge, an engraving graver |
Before sealing |
Laboratory |
Installation of balconies |
Embedding, elevation, slope of balconies |
With a steel meter, level, 2 meter rail |
After installing balconies |
Masonry walls |
Geometric dimensions of masonry |
With a steel tape, meter |
Verticality, horizontalness and masonry surface |
Using a level, rail, plumb line |
During and after the end of the laying of the walls of the floor |
Quality of masonry joints |
With a steel meter, 2 meter rail |
After completing every 10m 3 masonry |
Stakeout and bottom elevations of openings |
Using a steel tape measure. level, level |
Before laying the walls |
Removal of mark + 1m from the finished floor |
Using a level |
After finishing laying the floor |
Layout of apartments |
Visually |
After the start of laying the walls |
Geometric dimensions of the premises |
Using a steel tape measure |
After the start of laying the walls |
Jumper setting |
Jumper position, support, placement, termination |
Visually, using a steel meter |
After installing the jumpers |
Installation of landings |
Position of pistillate pads, support, placement, embedding |
Visually, using a steel meter |
After installing sites |
Welding of embedded parts |
Length, height, quality of welds |
Visually, by tapping with a hammer |
Before anti-corrosion coating |
Soundproofing device |
Construction, workmanship |
Visually |
Immediately after finishing work |
16. CARD OF OPERATIONAL CONTROL OF INSTALLATION OF WINDOW AND DOOR BLOCKS
Rules for installing window and door blocks in accordance with the requirements of SNiP III -19-76 1. Surfaces of window and door blocks adjacent to stone walls, antiseptic with waterproofing materials 2. The gaps between the frame and the masonry of the outer walls are sealed with thermal insulation materials 3. Window and door frames in stone walls and partitions they are fastened with screws or steel ruffs driven into antiseptic wooden corks. Each vertical block of the box is fixed in at least 2 places, the distance between them does not exceed 1 meterTable 16
|
Quality control persons |
Operations subject to control |
Control composition |
Control method |
Control time |
Persons involved in control |
Works to be activated |
Work Producer |
Preparatory work |
Appearance, factory readiness, compliance with standards, ENiP and the project, completeness of delivery of window and door blocks, availability of acts of antiseptic treatment |
Visually |
When accepting blocks |
Presence of antiseptic plugs for fixing blocks |
Visually |
Before installing blocks |
Transportation and storage conditions |
Visually |
At the construction site |
Installation of door and window blocks |
Correctness of installation at a given elevation and along a given axis |
Using a level, plumb line, tape measure |
After installing the boxes |
Fastening boxes |
Visually |
After installing the boxes |
Density of fit of window and door sashes |
Visually |
After installing the boxes |
Waterproofing of junction points between blocks and masonry |
Visually |
After installation |
Caulking with heat-insulating material with sealing compound. Coating with a solution of joints between blocks and masonry |
Visually |
After installing the box |
The gap between the floor surface and the door leaf |
With a steel meter |
After installing the box |
Installation of window sill boards |
The presence of teardrops in wooden window sill boards |
Visually |
Before installing the window sill boards |
Antiseptic and insulation of the bottom board of the surface of wooden window sills |
Visually |
Before installing the window sill boards |
The slope of the sill board |
With a rail, level, steel meter |
After installing the window sill boards |
Platband wall overlap |
With the help of the steel subway |
Normative documents regulating the quality of construction and installation works, building materials, products and structures
Methods for testing and quality control of building materials, products and structures during construction and installation works
Part 1. Construction work
A. Earthworks
1. Development of excavations (trenches) for structures
2. Development of pits by excavators
3. Development of trenches for pipelines in non-rocky soils
4. Posting back
5. Vertical layout
6. Arrangement of embankments
B. Construction of foundations
7. Installation of strip foundations blocks
8. Installation of blocks of walls of the underground part of buildings
9. Installation of glass-type foundation blocks
10. Construction of pile foundations
11. Arrangement of prefabricated grillages
12. Construction of monolithic grillages
13. Arrangement of horizontal waterproofing of foundations from cement mortars
B. Concrete work
14. Installation of inventory formwork
15. Reinforcement work
16. Laying concrete mixes
17. Construction of monolithic concrete and reinforced concrete walls
18. Construction of monolithic concrete and reinforced concrete columns
19. Construction of monolithic concrete and reinforced concrete foundations
G. Stone works
20. Wall masonry
21. Laying partitions
22. Laying pillars
E. Installation work
23. Installation of reinforced concrete columns of one-story buildings
24. Installation of prefabricated reinforced concrete columns in multi-storey buildings
25. Installation of reinforced concrete beams, beams, trusses
26. Installation of floor slabs and coverings
27. Installation of flights of stairs and landings
28. Installation of balcony slabs and lintels
29. Installation of external wall panels of frame buildings
30. Installation of panels, blocks of load-bearing walls of buildings
31. Installation of volumetric blocks of elevator shafts
32. Installation of precast concrete ventilation units
33. Installation of volumetric blocks
34. Installation of sanitary cabins
35. Installation of gypsum concrete partitions
36. Installation of asbestos-cement extrusion panels and plates
37. Installation of frame sheathing partitions
38. Installation of walls from panels of the "Sandwich" type and sheet assembly
39. Welding of erection joints of reinforced concrete structures
40. Corrosion protection of steel embedded products
41. Sealing joints
42. Grinding joints and seams
43. Garbage chute device
E. Roofing and insulation works
44. Preparation of foundations and underlying elements of insulation and roofing
45. Thermal insulation device made of bulk materials
46. \u200b\u200bInstallation of thermal insulation from plates
47. Insulation device from roll materials
48. Insulation device from polymer and emulsion-bitumen compositions
49. Roofing from roll materials
50. Roofing device made of piece materials
51. Installation of a roof made of polymer and emulsion-bitumen compositions
52. Installation of metal roofing
G. Carpentry work
53. Installation of window blocks
54. Installation of door blocks
55. Arrangement of mezzanines, cabinets
H. Floor arrangement
56. Preparation of subsoil for floors
57. Arrangement of a concrete base layer, screeds
58. Floor soundproofing device
59. The device of the glued waterproofing floor
60. Installation of bituminous floor waterproofing
61. Installation of monolithic coatings
62. Installation of ceramic tile floors
63. Installation of mosaic floors
64. Installation of floors made of polymeric materials
65. Laying logs in floors on floor slabs
66. Laying lags on posts on a soil base
67. Installation of plank floors
68. Installation of flooring from piece parquet
69. Installation of flooring from panel parquet
I. Finishing works
70. Plastering work (simple plaster)
71. Plastering works (improved plastering)
72. Plastering works (high quality plaster)
73. Plastering works (coatings from sheets of dry gypsum plaster)
74. Painting works (painting with water compositions)
75. Painting work (painting with anhydrous compounds)
76. Facing works
77. Wallpapering works
78. Glazing works (glazing of bindings)
79. Glass works (installation of glass blocks and glass panels)
80. Arrangement of glass-profile fences
81. Finishing (facing) of walls with panels, sheets with factory finish
82. Installation of suspended ceilings in building interiors
K. Improvement
83. Drainage device
84. Installation of a blind area made of concrete and asphalt concrete
85. Arrangement of sidewalks and paths from slabs
86. Arrangement of crushed stone base and asphalt concrete pavement
Part 2. Repair and construction work
1. Repair and strengthening of old foundations
2. Laying precast concrete floor slabs during the reconstruction of brick buildings
3. The device of monolithic sections in the floors
4. Installation of floor slabs on metal beams
5. Reinforcement of brick pillars and walls
6. Installation of metal jumpers
7. Installation of stairs on metal stringers
8. The device of the truss system from wooden elements
9. Repair of plaster
10. Repair of plaster of building facades
11. Painting of facades
12. Installation of stucco details of facades
13. Installation of drainpipes
Part 3. Installation work
1. Arrangement of holes and grooves for laying pipelines
2. Installation of cast iron pressure pipelines
3. Installation of pressure pipelines from asbestos-cement pipes
4. Installation of pipelines for internal cold and hot water supply
5. Installation of reinforced concrete and concrete gravity pipelines
6. Installation of sewer pipelines from ceramic pipes
7. Installation of an internal sewerage and drainage system
8. Installation of water-folding fittings
9. Installing bathtub and washbasin
10. Installation of sanitary appliances
11. Installation of the internal heating system
12. Installation of metal air ducts
13. Electric lighting device
14. Construction of round reinforced concrete wells
15. Installation of chambers of heating mains
16. Installation of no-pass channels
17. Insulation of pipelines of heating mains
1.23. Operational quality control should be carried out during the execution of construction processes or production operations and ensure the timely identification of defects and the adoption of measures to eliminate and prevent them.
1.24. By operational control, the contractor checks:
· Compliance of the sequence and composition of the technological operations performed with the technological and regulatory documentation that applies to these technological operations;
· Observance of technological modes established by technological maps and regulations;
Compliance of quality indicators of operations and their results with the requirements of design and technological documentation, as well as the regulatory documentation applicable to these technological operations
The results of operational controls should be documented.
(12-01-2004, clause 6.1.6)
1.25. The executors of operational control are the manufacturers of works, foremen and workers of construction laboratories, geodetic and other services of a construction organization, as well as representatives of the customer and the design organization.
The results of operational quality control are recorded in logs or in section 4 of the "General work log" (Appendix 3)
1.26. During the construction process, an assessment of the performance of work should be carried out, the results of which affect the safety of the facility, but in accordance with the adopted technology become unavailable for control after the start of subsequent work, as well as completed building structures and sections of engineering networks, the elimination of defects identified by control is impossible without disassembling or damaging subsequent structures and sections of engineering networks. Representatives of the relevant bodies of state supervision, designer supervision, as well as, if necessary, independent experts can participate in these control procedures. The contractor notifies the rest of the participants about the timing of these procedures no later than three working days in advance.
The results of the acceptance of works hidden by subsequent works, in accordance with the requirements of the design and regulatory documentation, are drawn up by acts of inspection of hidden works (Appendix 12). The developer (customer) may require a re-survey after the elimination of the identified defects.
(12-01-2004, clauses 6.2, 6.2.1)
Acceptance control
1.27. To the procedure for assessing the conformity of individual structures, tiers of structures (floors), the contractor must submit certificates of inspection of all hidden works that are part of these structures, geodetic executive schemes, as well as test reports of structures in cases provided for by the design documentation and (or) the construction contract ... The developer (customer) can check the reliability of the executive geodetic schemes presented by the contractor. For this purpose, the contractor must keep the fixed axes and installation guidelines fixed in nature until the completion of acceptance.
The results of the acceptance of individual structures must be formalized by acts of acceptance of critical structures (Appendix 13).
1.28. The manual contains the forms of certificates of inspection of secret works of acceptance of critical structures.
The list of hidden works and critical structures is determined by the project documentation.
1.29. When building complex and unique objects, certificates of inspection of hidden works of acceptance of critical structures should be drawn up taking into account special instructions and technical conditions of design documentation.
1.30. In accordance with clause 4.4 of the chapter of SNiP 3.01.03-84, the design organization must also determine the list of critical structures and parts of the structure that are subject to executive geodetic survey when performing acceptance control.
1.31. Inspection of hidden works and intermediate acceptance of critical structures is carried out by commissions with the obligatory participation of representatives:
· Bridge building division;
· Technical supervision of the customer;
· Design organizations - when accepting critical structures and hidden works stipulated by the contract for the field supervision.
1.32. Survey and acceptance of works under item 1.31 is carried out as soon as they are ready. The bridge building subdivision is obliged to call in advance the representatives of the technical supervision of the customer and design organizations.
1.33. Acts of inspection of hidden works and acceptance of critical structures are drawn up in two copies and, after signing, are kept by the contractor and the customer.
1.34. It is forbidden to carry out further work before acceptance of hidden works. It is also forbidden to load completed critical structures of bridges and pipes with construction and operational loads before issuing an acceptance certificate for these structures.
1.35. During acceptance control, the following documentation must be submitted:
· As-built drawings with introduced (if any) deviations or changes and documents on their approval with the design organizations-developers of the drawings;
· Factory technical passports, certificates, acts of acceptance by the factory inspection for steel, reinforced concrete and wooden structures;
· Certificates or passports attesting the quality of materials used in the production of construction and installation works;
· Acts of inspection of hidden works;
· Acts of intermediate acceptance of structures;
· Executive geodetic diagrams of structures position;
· Work logs;
· Documents on quality control of welded joints;
· Acts of testing of structures (if tests are provided for by working drawings);
· Other documents specified in the working drawings.
(3.03.01-87, p. 1.22)
Technical Supervision
1.36. The technical supervision of the developer (customer) for construction is performed by:
· Checking whether the contractor has quality documents (certificates in established cases) for the materials, products and equipment used by him, documented results of incoming control and laboratory tests;
· Control of compliance by the contractor with the rules of warehousing and storage of the materials, products and equipment used; if violations of these rules are detected, the technical supervision representative may prohibit the use of incorrectly stored and stored materials;
· Control of compliance of the operational control performed by the contractor with the requirements of SNiP 12-01-2004, clause 6.1.6.
· Control of the availability and correctness of the execution documentation by the contractor, including the assessment of the reliability of geodetic executive schemes of the completed structures with selective control of the accuracy of the position of the elements;
· Control over the elimination of defects in design documentation identified during the construction process, documented return of defective documentation to the designer, control and documented acceptance of corrected documentation, transfer to the contractor;
· Control over the execution by the contractor of the orders of the state supervision authorities and local self-government;
· Notification of state supervision authorities about all cases of emergency at the construction site;
· Control of compliance of the volume and timing of work with the terms of the contract and the construction schedule;
· Assessment (together with the contractor) of the compliance of the work performed, structures, sections of engineering networks, signing of bilateral acts confirming compliance; control over the fulfillment by the contractor of the requirement on the inadmissibility of performing subsequent work before the signing of these acts;
· Final assessment (together with the contractor) of the compliance of the completed construction of the object with the requirements of the legislation, design and regulatory documentation.
To carry out technical supervision, the developer (customer), if necessary, form a technical supervision service, providing it with design and necessary regulatory documentation, as well as control and measuring devices and tools.
1.37. In the cases stipulated by the legislation, the developer of the project documentation shall carry out architectural supervision of the construction. The procedure for implementation and functions of designer supervision are established by the relevant regulatory documents.
The comments of the representatives of the technical supervision of the developer (customer) and field supervision are documented. The facts of elimination of defects based on the comments of these representatives are documented with their participation.
(12-01-2004, clauses 6.4, 6.5)
1.38. Designer supervision is carried out on the basis of an agreement (administrative document) and is carried out, as a rule, during the entire period of construction and commissioning of the facility, and, if necessary, the initial period of its operation.
(SP 11-110-99, clauses 4.1,4.2)
1.39. When carrying out field supervision of the construction of an object, a journal of field supervision of construction (hereinafter referred to as the journal) is regularly kept, which is compiled by the designer and handed over to the customer. Forms for filling out the journal are given in Appendix 5.
(SP 11-110-99, clause 5.1)
1.40. Logging can be carried out both for the construction object as a whole, and for its start-up complexes or individual buildings and structures.
The design of the journal should be made in accordance with GOST 2.105-95. The magazine must be laced, numbered, filled with all signatures on the title page and sealed by the customer. The magazine is handed over by the customer to the contractor and is on the construction site until its completion. The magazine is filled in by the head or specialists exercising architectural supervision, the customer and the authorized person of the contractor.
After completion of construction, the contractor hands over the magazine to the customer.
Each visit to the construction site by specialists is recorded in a journal.
The records and instructions of specialists are stated clearly, with the necessary links to the current building codes and regulations, state standards, technical conditions.
(SP 11-110-99, clauses 5.1-5.5)
1.41. Representatives of the state control (supervision) bodies, upon notification of the work performer, can participate, in accordance with their powers, in the procedures for assessing the conformity of the work results hidden by subsequent work, and individual structures.
(12-01-2004, clause 6.9)
1.42. When inconsistencies are revealed, the state control (supervision) bodies apply the sanctions provided for by the current legislation.
