EXAMPLE OF REGISTRATION OF THE ACT OF ACCEPTANCE OF BUILDING FACADES
The act of acceptance of building facades
We, the undersigned:examined the work on the architectural design of the facades in the building 22/22A in the quarter №46 on the street (pr) №46
After checking the quality of work and their compliance with the approved projects of facades and details, the following was established:
I. main facade
1. Plinth:
2. Wall box: smooth with seams.
columns from facing brick, porches, prefabricated balconies reinforced concrete slabs with metal railings.
4. Framing openings: missing.
missing.
6. Gables, parapets, balustrades and roof junctions with them:
7. Finishing of facades:
II. Courtyard façade
1. Plinth: lined with Putilov slab.
2. Field of walls: smooth with seams.
3. Protruding facade elements (columns, bay windows, balconies, porches, etc.): porches, balconies made of prefabricated reinforced concrete slabs with metal railings.
4. Framing openings: missing.
5. Crowning cornice, belts, rods, fastenings of stucco products: missing.
6. Gables, parapets, balustrades and roof junctions with it: brick parapets, in some places sloping roofing made of profiled metal sheets.
7. Finishing of facades: produced according to the approved design.
8. Condition of drainage systems (gutters, roofs, window sills, openings of cornices, rods, moldings, fastening downpipes): parapet openings and window sills are made of galvanized steel.
Rector of Vladimir State University V. V. Morozov educational and thematic plan (1)
Educational and thematic planPurpose: to increase the professional knowledge of construction industry specialists in order to obtain additional and reinforcing knowledge of safe and quality performance construction work.
Report 20 > 3 Energy passport 21 > Final stage 22 > 4 Registration of work results at the customer 22 > 4 Registration of work results on time 22 Appendix b 34
public reportThe Standard sets out general approaches when conducting energy surveys of consumers of fuel and energy resources in order to improve their energy efficiency. This Standard establishes a general algorithm for conducting an energy audit, which provides
- Literature
An enterprise as a property complex Questions, tasks and literature Section The real estate market in the system of markets Features and patterns of the real estate market
LiteratureSection 1. Definition of real estate 1.1. Types of real estate 1.2. Fixed assets and their classification 1.3. Classification of real estate objects 1.4. Enterprise as a property complexQuestions,
“The right to conclude a state contract for the performance of work to complete the construction of the administrative building of the Investigation Department of the Investigative Committee of the Russian Federation for the Republic of Kalmykia in the city of Elista, st. Gerasimenko, d. 57 "
abstractto complete the construction of the administrative building of the Investigative Department of the Investigative Committee Russian Federation in the Republic of Kalmykia in
built by __________________________________________________________________________
(name of construction and installation organization)
and project number)
by the address: _______________________________________________________________________
(city, street, bindings of the initial and final pickets)
1. Characteristics of the gas pipeline (gas inlet)
The length (for input - underground and aboveground sections), diameter, working pressure of the gas pipeline, type of insulating coating of the linear part and welded joints (for underground gas pipelines and gas inlets), number of installed locking devices And
other structures _______________________________________________________________
________________________________________________________________________________
________________________________________________________________________________
2. List of attached certificates, technical passports(or their copies) and other documents certifying the quality of materials and equipment
________________________________________________________________________________
________________________________________________________________________________
________________________________________________________________________________
Note. It is allowed to attach (or place in this section) extracts from these documents, certified by the person responsible for the construction of the facility and containing the necessary information (certificate number, brand (type), GOST (TU), dimensions, batch number, manufacturer, date of issue , test results).
3. Data on gas pipeline joint welding
Note. The diagram must be drawn up so that the location of each joint can be found from the surface of the earth. To do this, bindings to permanent ground objects (buildings, structures) of both the gas pipeline itself and its characteristic points (terminals, turning points, etc.) must be made; distances between joints, as well as between joints and characteristic points, including intersected communications, should be plotted. Strict adherence to the scale of the scheme is optional.
4. Checking the depth of the gas pipeline, slopes, beds, devices of cases, wells, carpets (compiled for underground gas pipelines and gas inlets)
It has been established that the depth of the gas pipeline from the ground to the top of the pipe throughout the entire length, the slopes of the gas pipeline, the bed under the pipes, as well as the arrangement of cases, wells, carpets, correspond to the project.
(position, signature, initials, surname)
5. Quality checks protective coating underground gas pipeline (gas inlet)
1.* Before laying in a trench, the protective coating of pipes and joints was checked for the absence of mechanical damage and cracks - by external inspection, thickness - by measurement in accordance with GOST 9.602-89 mm: adhesion to steel in accordance with GOST 9.602-89; continuity - flaw detector
2.*Joints isolated in the trench are checked by external inspection for the absence of mechanical damage and cracks.
Item 3 to be deleted
4 * Check for the absence of electrical contact between the metal of the pipe and the soil was made after the trench “___” was completely backfilled on ______________ 200__
Note. * If the trench was backfilled when the ground freezing Shubin was more than 10 cm, then the construction and installation organization must carry out an inspection after the soil thaws, which should be recorded in the act of acceptance of the completed construction of the gas supply system object.
When checking the quality of the protective coating, no defects were found
Head of laboratory ___________________________________________________________
(position, signature, initials, surname)
Representative of the gas industry __________________________________________________
6. Purging the gas pipeline, testing it for strength and tightness
Item 1 should be deleted.
2 "___" ___________ 200__ before the strength test, the gas pipeline was purged with air.
3 * "___" ___________ 200__ produced pneumatic (hydraulic) test
gas pipeline for strength by pressure MPa (kgf / cm 2) with exposure for _____ hours.
The gas pipeline passed the strength test.
4. "___" ___________ 200__, the gas pipeline filled up to the design marks with fittings and branches installed on it to the objects to the shut-off shut-off devices (or the underground part of the gas inlet) was tested for tightness for ____ h
Before the start of the test, the underground gas pipeline was under air pressure for ____ hours to equalize the air temperature in the gas pipeline with the temperature of the soil
Pressure measurements were made with a pressure gauge (differential pressure gauge) according to GOST _______, class.
Data of pressure measurements during testing of an underground gas pipeline
|
test date |
Pressure measurements, kPa (mm Hg) |
Pressure drop, kPa (mm) |
||||||
|
month |
number |
clock |
manometric |
barometric |
permissible |
actual |
||
|
P(1) |
P(2) |
B(1) |
IN 2) |
|||||
According to the data of the above pressure measurements, the underground gas pipeline passed the tightness test, no leaks and defects were found in places accessible for inspection;
"___" ___________ 200__the above-ground gas pipeline (the above-ground part of the gas inlet) was tested for tightness with a pressure of _____ MPa (kgf / cm 2) with exposure for an hour, followed by an external inspection and verification of all welded, threaded and flanged joints. Leaks and defects were not found. The above-ground gas pipeline (the above-ground part of the gas inlet) passed the tightness test.
Foreman of works _____________________________________________________________
(position, signature, initials, surname)
(position, signature, initials, surname)
7. Conclusion
The gas pipeline (gas inlet) was built in accordance with the project developed by
________________________________________________________________________________
(name of design organization
________________________________________________________________________________
and project release date)
taking into account the agreed changes made to the working drawings No. ___ - ___________
Construction started"___" ___________ 200__
Construction completed"___" ___________ 200__
Chief Engineer SSMU ________________________________________________________________
(position, signature, initials, surname)
Representative of the gas industry __________________________________________________
(position, signature, initials, surname)
EXAMPLE OF REGISTRATION OF THE ACT OF ACCEPTANCE OF BUILDING FACADES
The act of acceptance of building facades
We, the undersigned:
|
|
Representative of the technical supervision of the developer |
|
Chief Construction Engineer |
|
work foreman | Savin A. V . |
examined the work on the architectural design of the facades in the building 22/22A in the quarter №46 on the street (pr) №46
After checking the quality of work and their compliance with the approved projects of facades and details, the following was established:
I. main facade
1. Plinth:
2. Wall box: smooth with seams.
facing brick columns, porches, balconies made of prefabricated reinforced concrete slabs with metal railings.
4. Framing openings: missing.
missing.
6. Gables, parapets, balustrades and roof junctions with them:
7. Finishing of facades:
8. Condition of drainage systems (gutters, roofs, window sills, openings of cornices, rods, stucco parts, fastening of downpipes):
II. Courtyard façade
1. Plinth: lined with Putilov slab.
2. Field of walls: smooth with seams.
3. Protruding facade elements (columns, bay windows, balconies, porches, etc.): porches, balconies made of prefabricated reinforced concrete slabs with metal railings.
4. Framing openings: missing.
5. Crowning cornice, belts, rods, fastenings of stucco products: missing.
6. Gables, parapets, balustrades and roof junctions with it: brick parapets, in some places sloping roofing made of profiled metal sheets.
7. Finishing of facades: produced according to the approved design.
8. Condition of drainage systems (gutters, roofs, window sills, openings of cornices, rods, stucco parts, fastening of downpipes): parapet openings and window sills are made of galvanized steel.
/ |
||
Representative of the technical supervision of the developer | / |
|
Chief Construction Engineer | / |
|
work foreman | / Savin A. V . |