Example of registration of the act of acceptance of building facades. An example of drawing up an act of acceptance of building facades an act of acceptance of building facades An act of acceptance of facade work sample
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 is indicated (for input - underground and aboveground sections), diameter, working pressure of the gas pipeline, type insulating coating linear part and welded joints (for underground gas pipelines and gas inlets), the 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
Laboratory boss ___________________________________________________________
(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__ a gas pipeline filled up to design marks with fittings and branches installed on it to facilities up to shut-off shut-off devices (or underground part gas inlet) 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 of 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: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 bars fences.
4. Framing openings: is absent.
is absent.
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: is absent.
5. Crowning cornice, belts, rods, fastenings of stucco products: is absent.
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 the safe and high-quality performance of 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 in due time 22 Appendix b 34
public reportThe Standard sets out general approaches for conducting energy surveys of consumers of fuel and energy resources in order to improve their energy efficiency. This Standard establishes general algorithm energy audit, which provides
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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 "
abstractfor completion of construction work administrative building Investigation Department of the Investigative Committee Russian Federation in the Republic of Kalmykia in
The act of acceptance of building facades
Meleuz " 18 » 06 2013
We, the undersigned:
representative of the general contractor OJSC "Ural Capital", chief engineer Belyaev V.A.
representative of the technical supervision of the developer Anokhin N.V.
chief engineer of SvayaSpetsStroy Company LLC Karimov A.A.
foreman of SvayaSpetsStroy Company LLC Karaskin S.I.
chief engineer of BPK LLC Kadygrob A.A.
inspected the work on the architectural design of facades house number 3 on site:
Zone No. 11 Farm rearing young males and females of turkeys per 100 thousand
heads of the Bashkir poultry complex named after M. Gafuri at 4 km
highway Meleuz-Fedorovka Meleuzovsky district of the Republic of Belarus.
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: in axes B-C installed from wall panels"Sandwich" type with polyisocyanurate foam insulation, with outer and inner layers of profiled sheet with polymer coated white color(RAL9003); The walls of the extension are made of sandwich wall panels with mineral wool insulation made of basalt fiber, with outer and inner white polymer coating (RAL9003) grade PTS2 Pir 1000-80 OTs 0.5PE/0.5PE
3. Side lining of a cold attic made of profiled sheet S-21-100-0.5 according to GOST 24045-94 with a white polymer coating (RAL9003)
3. Protruding facade elements (columns, bay windows, balconies, porches, etc.):
in front of the poultry houses there are ramps with dimensions of concrete pavement grade B20 150mm thick, reinforced with a reinforcing mesh with a diameter of 8mm. with a step of 200x200mm.
4. Framing openings:
6. Finishing of facades: produced according to the approved project 6471.11-1…5-AC
there are no water outlets.
II. Yard facade
1. Plinth: lined with profiled sheet grade S21-1000-0.5 OTs PE/EP
2. Field of walls: made of sandwich panels PTS2 Pir 1000-80 OTs 0.5PE/0.5PE
3. Protruding facade elements (columns, bay windows, balconies, porches, etc.): the blind area of the poultry house building with a width of 1000 mm was completed. from concrete grade B20 with a thickness of 100 mm, reinforced with a reinforcing mesh with a diameter of 4 mm. with a step of 100x100mm. Metal columns of the poultry house frame outside. Before the entrance metal doors Concrete porches were made of concrete grade B20 with a thickness of 100mm. reinforced with reinforcing mesh with a diameter of 4mm. with a step of 100x100mm
4. Framing openings: made with additional elements.
5. Crowning cornice, belts, rods, fastenings of stucco products: the cornice is arranged according to the project; belts, rods and moldings are absent.
6. Finishing of facades: produced according to the approved design.
7. Condition of drainage systems (gutters, roofs, window sills, openings of cornices, rods, stucco parts, fastening of downpipes): there are no water outlets.
representative of the general contractor OJSC "Ural Capital" chief engineer Belyaev V.A..________
representative of the technical supervision of the developer OJSC "Ural Capital" _______ Anokhin N.V.
chief engineer of SvayaSpetsStroy Company LLC ________________ Karimov A.A.
foreman of SvayaSpetsStroy Company LLC __________________________ Karaskin S.I.
chief engineer of BPK LLC Kadygrob A.A.
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EXAMPLE OF REGISTRATION OF THE ACT OF ACCEPTANCE OF BUILDING FACADES
The act of acceptance of building facadesWe, 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.
facing brick columns, porches, balconies made of prefabricated reinforced concrete slabs with metal railings.
4. Framing openings: is absent.
is absent.
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: is absent.
5. Crowning cornice, belts, rods, fastenings of stucco products: is absent.
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.
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: is absent.
is absent.
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: is absent.
5. Crowning cornice, belts, rods, fastenings of stucco products: is absent.
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 . |