1. Fences of the 1st class of protection(the minimum required degree of protection of the object against penetration) - fences from various non-capital structures with a height of at least 2 m.

2. Protection class 2(medium degree of protection of the object against penetration) - wooden solid fences (board thickness of at least 40 mm), metal mesh or lattice at least 2 m high.

3. Protection class 3 (high degree protection of an object from penetration) - reinforced concrete, stone, brick, solid metal fences with a height of at least 2.5 m.

4. Protection class 4(special degree of protection of the object against penetration) - monolithic reinforced concrete, stone, brick fences with a height of at least 2.5 m, equipped with an additional fence.

APPENDIX No. 3.

GATE CHARACTERISTICS

1. Gate of the 1st class of protection(the minimum required degree of protection of the object against penetration) - gates from non-capital structures with a height of at least 2 m.

2. Gate 2 protection class

combined, lattice or slatted gates made of metal structures, having or corresponding to the category and class - not lower than O-II, according to GOST 51242-98;

wooden gates with continuous filling of canvases with a thickness of at least 40 mm;

lattice metal gates made of steel bars with a diameter of at least 16 mm, forming a cell no larger than 150 x 150 mm and welded at each intersection

The height of the gate is at least 2 m.

3. Gate 3 protection class

combined or solid gates made of metal structures, having or corresponding to the category and class - not lower than U-I, according to GOST 51242-98;

wooden gates with solid filling with a board with a thickness of at least 40 mm, sheathed on both sides with steel sheet metal not less than 0.6 mm thick;

combined or: solid gates made of steel sheet with a thickness of at least 2 mm, reinforced with additional stiffeners and upholstered from the inside with a board with a thickness of at least 40 mm.

The height of the gate is at least 2.5 m.

4. Gate 4 protection class

solid gates corresponding to the category and class - not lower than C-1 according to GOST 51242-98;

solid gates made of steel sheet with a thickness of at least 4 mm, reinforced with additional stiffening ribs.

The height of the gate is at least 2.5 m.

APPENDIX No. 4.

CHARACTERISTICS OF DOOR STRUCTURES

1. Door structures 1 protection class

doors with glass panels metal frames or without them: ordinary glass grades M 4 - M 8 according to GOST 111-90, tempered according to GOST 5727-88, reinforced according to GOST 7481-78, patterned according to GOST 5533-86, three-layer ("triplex") according to GOST 5727-88 or protective class AI according to GOST R 51136-98;

wooden internal doors with solid or small-hollow filling of canvases in accordance with GOST 6629-88, GOST 14624-84, GOST 24698-81. Web thickness less than 40 mm;

wooden doors with glass fragments from ordinary sheet grades M 4 - M 8 in accordance with GOST 111-90, reinforced in accordance with GOST 7481-78, patterned in accordance with GOST 5533-86, tinted in accordance with OST 3-1901-85, safe in accordance with GOST R 51136-98 glass. The thickness of the glass fragment is not standardized;

lattice metal doors of arbitrary design, made of steel bars with a cross section of at least 78 mm 2, forming a cell with an area of ​​\u200b\u200bnot more than 230 cm 2 and welded at each intersection.

2. Door structures 2 protection classes(medium degree of object protection against penetration):

doors corresponding to the category and stability class O-II and higher in accordance with GOST R 51242-98;

doors corresponding to stability class IA according to GOST R 51224-98;

wooden exterior doors (type N.S. according to GOST 24698-81) with continuous filling of canvases with a thickness of at least 40 mm;

doors with glass leafs in metal frames or without them using safety glazing of class A2 and higher in accordance with GOST R 51136-98 or ordinary glass pasted over protective film, providing the stability class of glazing A2 and above GOST R 51136-98;

lattice metal doors made of steel bars with a diameter of at least 16 mm, forming a cell no larger than 150 x 150 mm and welded at each intersection. Along the perimeter, the lattice door is framed with a steel corner measuring at least 35x35x4 mm;

lattice sliding metal doors made of a strip with a cross section of at least 30 x 4 mm with a cell of no more than 150 x 150 mm.

3. Door structures 3 protection classes(high degree of object protection against penetration):

doors corresponding to the category and class U-I stability and higher according to GOST R 51242-98;

doors corresponding to stability class IB according to GOST R 51224-98;

wooden doors with continuous filling of door leaves, at least 40 mm thick, reinforced with upholstery on both sides with sheet steel at least 0.6 mm thick with a bend of the sheet on the inner surface of the door or on the end of the door leaf overlapping with fastening along the perimeter and diagonals of the door leaf with nails with a diameter of 3 mm and a pitch not more than 50 mm;

wooden doors with continuous filling of canvases, at least 40 mm thick, with additional reinforcement of the canvases with metal lining;

doors with glass panels in metal frames or without them using safety glazing class B1 and higher in accordance with GOST R 51136;

metal doors with a thickness of outer and steel inner sheet sheathing at least 2 mm.

4. Door structures of the 4th protection class (special degree of protection of the object against penetration):

doors corresponding to the category and stability class C-II and higher in accordance with GOST R 51242-98;

doors of protective booths according to GOST R 50941-96;

protective doors according to GOST R 51072-97;

doors for vaults, safe rooms in accordance with GOST R 50862-96.

APPENDIX No. 5.

METHODS FOR REINFORCING DOOR STRUCTURES

To reinforce wood door frame it is recommended to frame it with a steel corner no less than 45x28x4 mm in size, as well as fix it in the wall with steel ruffs (crutches) with a diameter of at least 10 mm and a length of at least 120 mm. It is recommended to fix it to the wall using metal pins, the distance between which is no more than 700 mm.

Strengthening the strength of doors (gates and gates) is achieved through the use of safety linings, safety corner locking strips, massive hinges, strengthening the door leaf.

Hinges for doors, gates, gates must be durable and made of steel. Fastening should be carried out with screws, screws or welding, depending on the material of doors, gates, gates.

When opening doors (gates, wickets) "outwards" on the side of the hinges, end hooks (anchor pins) must be installed to prevent the removal of the door in the event of the hinges being torn off or mechanically damaged. End hooks should be made of a steel bar with a diameter of 6-8 mm.

Door linings, sockets, shields are recommended to be made of steel strip with a thickness of 4-6 mm and a width of at least 70 mm. They must be fastened with bolts. Bolts passing through the door are fixed with inside rooms using washers and nuts with riveting of the end of the bolt.

APPENDIX No. 6.

CHARACTERISTICS OF WINDOW STRUCTURES

1. window structures 1 protection class(the minimum required degree of protection of the object against penetration) - windows with ordinary glass (glass grade M 4 - M 8 according to GOST 111-90, thickness from 2.5 to 8 mm).

2. Window constructions of the 2nd class(medium degree of object protection against penetration):

windows of a special design with protective glazing of class A2 and higher in accordance with GOST R 51136-98 or ordinary glass pasted over with a protective film, providing a class of stability of glazing A2 and higher in accordance with GOST R 51136-98;

protective structures corresponding to the category and stability class O-II and higher in accordance with GOST R 51242-98.

wooden shutters with continuous filling of canvases with a thickness of at least 40 mm;

shields or wooden shutters made of boards or plywood 12 mm thick, upholstered steel sheets not less than 0.6 mm thick:

metal bars of arbitrary design, made of steel bars with a cross section of at least 78 mm 2, forming a cell with an area of ​​\u200b\u200bnot more than 230 cm 3 and welded at each intersection.

3. Window constructions of the 3rd protection class(high degree of object protection against penetration):

windows of a special design with protective glazing of class A3 and higher in accordance with GOST R 51136-98;

windows with ordinary glass, additionally protected:

protective structures corresponding to the category and stability class U-I and higher in accordance with GOST R 51242-98;

protective structures corresponding to stability class IB according to GOST R 51222-98;

shields or wooden shutters with continuous filling of canvases with a thickness of at least 40 mm, upholstered on both sides with steel sheets with a thickness of at least 0.6 mm;

metal gratings made of steel bars with a diameter of at least 16 mm, forming cells no larger than 150x150 mm, or other structures of appropriate strength.

4. Window designs 4 protection classes(special degree of object protection against penetration):

windows with ordinary glass, additionally protected by protective structures corresponding to the category and stability class C-II and higher in accordance with GOST R 51242-98;

windows of a special design with protective glazing of class BI and higher in accordance with GOST R 51136-98;

windows with bulletproof glass (bulletproof glass) in accordance with GOST R 51136-98 class 1 and higher;

glazing of protective booths according to GOST R 50941-96.

APPENDIX No. 7.

CHARACTERISTICS OF BUILDING STRUCTURES

1. Building construction 1 protection class(minimum required degree of object protection against penetration):

gypsum plaster, gypsum concrete with a thickness of at least 75 mm;

panel board wooden structures not less than 45 mm thick;

structures made of logs or timber with a thickness of 100 mm;

frame partitions with a thickness of at least 20 mm with metal sheathing, including profiled sheets with a thickness of at least 0.55 mm;

brick partitions 138 mm thick according to SNiP III-17-78;

partitions made of lightweight heat-insulating concrete less than 300 mm thick;

domestic Wall panels 100 mm thick according to GOST 12504-80;

hollow reinforced concrete structures 160 mm thick according to GOST 9561-91;

partitions made of glass profiles in accordance with GOST 21992-83 and glass blocks in accordance with GOST 9272-81.

2. Building structures 2nd class of protection(medium degree of object protection against penetration):

structures made of logs or timber with a thickness of at least 200 mm;

brick walls 250 mm thick according to SNiP III-17-78,

hollow reinforced concrete slabs 220 mm thick, 260 mm, 300 mm according to GOST 9561-91 from lightweight concrete and 160 mm thick from heavy concrete;

solid reinforced concrete floors thickness 120 mm, 160 mm according to GOST 12767-94 from lightweight concrete;

external wall panels in accordance with GOST 11024-84, internal in accordance with GOST 12504-80 and wall blocks in accordance with GOST 19010-82 made of lightweight concrete with a thickness of 100 to 300 mm;

walls out monolithic reinforced concrete according to SNiP III-15-80, made of heavy concrete, up to 100 mm thick;

building structures of the 1st protection class, reinforced steel mesh according to GOST 23279-85 with a bar thickness of 8 mm and with a cell of 100x100 mm.

3. Building structures 3 protection classes(high degree of object protection against penetration):

brick walls with a thickness of more than 380 mm according to SNiP III-17-78;

hollow reinforced concrete floors with a thickness of 220 mm, 260 mm, 300 mm according to GOST 9561-91 from heavy concrete;

solid reinforced concrete floors with a thickness of 120 mm and 160 mm according to GOST 12767-94 from heavy concrete;

external wall panels in accordance with GOST 11024-44 and wall blocks in accordance with GOST 19010-82 made of lightweight concrete with a thickness of more than 300 mm;

external wall panels in accordance with GOST 11024-84, internal in accordance with GOST 12504-80, wall blocks in accordance with GOST 19010-82 and walls made of monolithic reinforced concrete in accordance with SNiP III-15-80 with a thickness of 100 to 300 mm from heavy concrete;

building structures of the 1st protection class, reinforced with a welded steel grating made of a bar with a thickness of at least 10 mm with a cell of no more than 150x150 mm;

building structures of the 2nd protection class, reinforced with a steel mesh according to GOST 23279-85 with a bar thickness of 8 mm and with a cell of 100x100 mm.

4. Building structures 4 protection classes(special degree of protection of the object against penetration) - structures corresponding to the 5th and higher class of resistance to burglary in accordance with GOST R 50862-96.

APPENDIX No. 8.

SCHEMATIC DEVICE OF THE STORAGE

Figure P8.1 - Schematic arrangement of the value store

APPENDIX No. 9.

CHARACTERISTICS OF THE LOCKING DEVICES

1. Locking devices of the 1st protection class(the minimum required degree of protection of the object against penetration).

1.1. Mortise and overhead locks:

class 1 according to GOST 5089-97;

level. At least 6 levers for a mortise lock or 5 for an overhead lock;

pin. At least 6 code pins;

lamellar. At least 6 code plates;

disk. At least 6 code discs;

electromagnetic with force on a separation - 150 kg.

The cross section of the deadbolt of mechanical locks is at least 250 mm 2 , the length of the head is at least 30 mm. Bolt material: steel, aluminum alloys, brass.

1.2. Padlocks:

pin. The number of code pins is at least 5. The design of the bolt is arc. Bolt (shackle) diameter not less than 10 mm,

disk. The number of code discs is at least 6. The design of the bolt is arc. Bolt diameter not less than 10 mm.

1.3. garage locks - disk and lever locks - at least 8 combination, disks and 5 levers. Bolt material steel. Bolt cross section not less than 300 mm 2 . Bolt projection not less than 25 mm, bolt head length not less than 35 mm. The thickness of the body sheet is at least 1.5 mm.

2. Locking devices of the 2nd class of protection(medium degree of object protection against penetration).

2.1. Mortise and overhead locks:

2 class according to GOST 5089-97;

level. At least 6 levers for a mortise lock or 5 for an overhead lock;

pin. At least 8 code pins;

lamellar. At least 7 code plates. The presence of protection against drilling, folding;

disk. At least 8 code discs. The presence of protection against drilling, folding;

electromagnetic with force on a separation - 250 kg.

The cross section of the deadbolt of mechanical locks is at least 300 mm 2, the length of the head is at least 35 mm. Bolt material steel.

2.2. Padlocks:

pin. The number of code pins is at least 6. The design of the bolt is arc. Bolt diameter not less than 10 mm. The presence of protection against sawing the deadbolt;

disk. The number of code discs is at least 8. The design of the bolt is arc. Bolt diameter not less than 10 mm. The presence of protection against sawing the deadbolt.

2.3. Garage locks - disc and lever locks. At least 8 code discs and 6 levers. Bolt material steel. Bolt cross section not less than 500 mm 2 . Bolt projection not less than 30 mm, bolt head length not less than 60 mm. The thickness of the body sheet is at least 2 mm. For disk locks - the presence of protection against folding.

3. Locking devices of the 3rd protection class(high degree of protection of the object from penetration).

3.1. Mortise and overhead locks:

3 classes according to GOST 5089-97;

level. At least 6 levers for a mortise lock or 6 overhead. The presence of protection against drilling of the stand of the bolt shank;

pin. At least 10 code pins. The presence of protection against master keys, drilling, folding;

lamellar. At least 7 code plates. The presence of protection against master keys, drilling, folding;

disk. At least 10 code discs. The presence of protection against drilling, folding;

electromagnetic with force on a separation - 350 kg.

The cross section of the deadbolt of mechanical locks is at least 300 mm 2, the length of the head is at least 40 mm. Bolt material steel.

3.2. Padlocks:

pin. The number of code pins is at least 6. The design of the deadbolt is horizontal. Bolt diameter not less than 12 mm. The presence of protection against master keys, sawing of the bolt and knocking down the lock;

disk. The number of code discs is at least 10. The design of the bolt is horizontal. Bolt diameter not less than 12 mm. The presence of protection against sawing the deadbolt and knocking down the lock.

3.3. Garage locks - locks disk and locks suvaldnye. At least 6 code discs and levers. The presence of protection against drilling, folding. Bolt material steel. Bolt cross section not less than 750 mm 2 . Bolt projection not less than 40 mm, bolt head length not less than 80 mm. The thickness of the body sheet is at least 2.5 mm.

4. Locking devices of the 4th protection class(very high or special degree of protection of the object against penetration).

4.1. Mortise and overhead locks:

4 classes according to GOST 5089-97;

safe according to GOST R 51053-97, the number and class of locks is selected depending on the door stability class;

electromagnetic with force on a separation - 500 kg.

4.2. Padlocks:

pin. The number of code pins is at least 6. The design of the deadbolt is horizontal. Bolt diameter not less than 12 mm. The presence of protection against master keys, sawing the deadbolt and knocking down the lock. The presence of protection against drilling of the mechanism of secrecy and sawing of loops;

disk. The number of code discs is at least 10. The design of the bolt is horizontal. Bolt diameter not less than 12 mm. The presence of protection against sawing the deadbolt and knocking down the lock. The presence of protection against drilling of the mechanism of secrecy and sawing of loops.

4.3. Garage locks- disc and lever locks. At least 8 code discs and levers. The presence of protection against drilling, folding. Bolt material steel. Bolt cross section not less than 1000 mm 2 . Bolt projection not less than 40 mm, bolt head length not less than 100 mm. The thickness of the body sheet is at least 3 mm.

APPENDIX No. 10.

CHARACTERISTICS OF CCTV EQUIPMENT

Table A10.1 - Main characteristics of television cameras

Characteristic	Object subgroup
Resolution, TVL, not less than
Sensitivity (on photoelectric converter), lx, not worse
Signal-to-noise ratio, dB
AGC depth, dB
Availability of synchronization

Table A10.2 - Main characteristics of video drives

Characteristic	Object subgroup
Resolution, TVL, not less than:
color image
black and white image
Signal-to-noise ratio, dB
Video drive type	S-VHS or digital
"Short circuit"
	"Anxiety"

Table A10.3 - Main characteristics of control and switching devices

Characteristic	Object subgroup
Resolution, TVL, not less than
Number of video inputs
Number of video outputs, not less than
Number of alarm inputs	Greater than or equal to the number of TCs
Number of alarm outputs, not less than
Alarm notification input type:
"Short circuit"
	"Anxiety"

Table A10.4 - Main characteristics of video monitors

Characteristic	Object subgroup
Resolution, TVL, not less than:
full screen image b/w (color)
split screen image b/w (color)
Diagonal screen size, inch, not less than:
full screen image
split screen image
Maximum brightness of the video monitor screen, cd/m2, not less than

Table A10.5 - Maximum range of video signal transmission over coaxial cable in meters

cable type	Object subgroup

Notes:

1. Tables A10.1 - A10.4 indicate minimum requirements to CCTV devices. Depending on the characteristics of the protected object, the requirements for target recognition, these characteristics can be refined.

2. To transmit a video signal over distances exceeding those specified in Table A10.5, video signal amplifiers or correctors must be used. alternative ways video signal transmission (twisted pair, fiber-optic lines, telephone lines, radio and other channels).

GOST 495-92

INTERSTATE STANDARD

COPPER SHEETS AND STRIPS

TECHNICAL CONDITIONS

IPK STANDARDS PUBLISHING HOUSE

Moscow

INTERSTATE STANDARD

Introduction date 01.01.93

This standard applies to copper cold-rolled and hot-rolled sheets and copper cold-rolled strip.

mm

Thickness	Limit deviations in sheet thickness with width
		710 and 800

1.2.3. The width and length of cold rolled sheets must comply with those given in.

mm

Note. Sheets with a width and length that differ from those given by no more than 15% of the batch weight are allowed.

1.2.4. Limit deviations in width and length of the normal accuracy of manufacturing cold-rolled sheets must correspond to those given in.

mm

(Amendment, IUS 10-98).

1.2.5. Thickness, maximum deviations in thickness and length of hot-rolled sheets must comply with those given in.

1.2.6. Hot-rolled sheets are produced: from 600 to 1800 mm wide with an interval of 50 mm; width over 1800 to 3000 mm with an interval of 100 mm; length from 1000 to 6000 mm with an interval of 100 mm.

1.2.7. Maximum deviations along the length of hot-rolled sheets should not exceed minus 30 mm, along the width - minus 20 mm.

mm

Thickness	Limit deviations in sheet thickness with width					Sheet length with width
	600-1200	1250-1500	1550-1800	1900-2500	2600-3000	600-1200	1250	1300-1409
						no more

Continuation of the table. 4

mm

Thickness	Sheet length with width
	1450-1600	1650-1800	1900	2000-2200	2300-2500	2600	2700-2800	2900-3000
	no more

1.2.8. The thickness and maximum deviations in the thickness of the strips must correspond to those given in.

mm

Thickness	Limit deviations in normal thickness manufacturing accuracy

1.2.9. The width and limit deviations of normal accuracy in the width of the strips must correspond to those given in.

1.2.10. Strips are made in length from 500 to 2000 mm measured, multiple measured with an interval of 500 mm and random length.

Limit deviations in length for strips of measured and multiple measured lengths - minus 10 mm.

Note. Strips with a thickness of 0.4-2.0 mm of random length are produced in rolls.

mm

Band Width	Limit deviations in width of normal accuracy with thickness
	up to 1 incl.	St. 1 to 2 incl.	St. 2 to 3 incl.	St. 3 to 6 incl.

Note. Strips with a width of 40 to 100 mm are produced with a width interval of 10 mm, strips with a width of 101 to 600 mm are manufactured with a width interval of 50 mm.

1.2.11. The mass of 1 m 2 sheets and strips is given in.

Conventions laid out according to the scheme:

Sheet (strip)	X	ETC	X	X	...	XX	...	GOST 495-91
Preparation method
Rectangular section
Manufacturing accuracy
State
Dimensions
Length (dimension)
Brand
GOST

with the following abbreviations:

preparation method:

cold-rolled - D;

hot-rolled - G;

manufacturing precision:

for cold rolled sheets:

normal accuracy in width and length - L;

increased accuracy in width and length - M;

normal accuracy in width and increased in length - I;

increased accuracy in width and normal in length - K;

for stripes:

normal accuracy in thickness and width - H;

increased accuracy in thickness and width - P;

normal accuracy in thickness and increased in width - P;

increased accuracy in thickness and normal in width - C;

condition:

soft - M;

semi-solid - P;

solid - T;

length:

unmeasured (for bands) - ND;

multiple measured (for strips and hot-rolled sheets) - KD.

Instead of missing data, "X" is put, except for the designation of length (dimension).

Legend Examples

Cold-rolled sheet of rectangular section, increased accuracy in width and length, semi-solid, size 1.0´ 1000 ´ 2000 mm, copper grade M1:

Sheet DPRMP 1.0´ 1000 ´ 2000 M1 GOST 495-92

Cold-rolled strip, rectangular section, increased accuracy in thickness and width, soft, size 1.0´ 3000 mm, random length made of M3p copper:

LRSM band 1.0´ 3000 ND M3r GOST 495-92

1.3. Characteristics

1.3.1.1. According to the state of the material, cold-rolled sheets and strips are produced in soft, semi-solid and hard.

Material condition	Tensile strength, MPa (kgf / mm 2)	Relative elongation, %, not less	Brinell hardness (reference data)
	Not less than 290 (30)
semi-solid	250 to 310 (25 to 32)
	200 to 260 (20 to 27)

Notes:

1. Relative elongation is determined for sheets and strips with a thickness of 0.5 mm or more. The values ​​of relative elongation for sheets and strips with a thickness of 0.4 mm are for reference.

2. The upper limit of tensile strength may be higher, but not more than 20 MPa (2 kgf / mm 2) while maintaining the minimum relative elongation given in the table.

1.3.2. Execution at the request of the consumer.

1.3.2.1. Limit deviations in width and length of cold-rolled sheets of increased manufacturing accuracy must be in accordance with.

mm

1.3.2.2. Cold rolled sheets can be produced in rolls.

1.3.2.3. The thickness and maximum deviations in the thickness of strips of increased accuracy must correspond to those given in.

mm

Thickness	Limit deviations in thickness of increased accuracy with width
	from 40 to 150	St. 150 to 300	St. 300 to 600

1.3.2.4. The width and maximum deviations in the width of the strips of increased accuracy must correspond to those given in.

1.3.2.5. The crescent of strips up to 4 mm thick with increased accuracy should not exceed 4 mm per 1 m of length.

1.3.2.6. Cold-rolled sheets and strips of increased accuracy and plasticity in a soft state with a thickness of up to 5 mm must have a tensile strength of 220-260 MPa (22-27 kgf / mm 2) and a relative elongation of at least 40%.

mm

Band Width	Maximum deviations in width of increased accuracy with thickness
	up to 1 incl.	St. 1 to 2 incl.	St. 2 to 3 incl.	St. 3 to 6 incl.

1.3.2.7. The mechanical properties of hot-rolled sheets must comply with:

temporary resistance - not less than 200 (20), MPa (kgf / mm 2);

relative elongation - not less than 30%;

Brinell hardness (reference data) - 60.

1.3.2.8. Cold-rolled soft sheets and strips and hot-rolled sheets shall withstand a cold bend test around a mandrel with a diameter equal to the thickness of the sheet or strip, without cracking or delamination.

A bending test with a thickness of sheets and strips up to 5 mm inclusive should be carried out until the sides come into contact; with a thickness of 5.5 mm or more - until the sides are parallel.

Cold-rolled semi-solid sheets and strips with a thickness of 1.0 mm to 10 mm shall withstand a 90° cold bend test without the appearance of tears and cracks around a mandrel with a radius of curvature equal to the thickness of the sheet or strip.

Deoxidized copper sheets shall pass the bending test after hydrogen annealing.

1.3.2.9. Surface quality requirements are established according to the samples approved in the prescribed manner.

1.3.3. Performance characteristics as agreed between the manufacturer and the consumer.

1.3.3.1. Sheets and strips can be produced in intermediate thicknesses with tolerances for the following bigger size, given in , , and .

1.3.3.2. Sheets and strips can be manufactured with thickness tolerances that differ from those given in,, and.

1.3.3.3. Hot rolled sheets can be produced in lengths over 6m.

1.3.3.4. Sheets and strips can be produced with requirements for edge quality, flatness and crescent shape that differ from those given in -.

1.3.3.5. Sheets and strips can be made of copper with a chemical composition that differs from that given in.

1.3.3.6. Sheets and strips can be produced with surface quality requirements that differ from those given in.

1.3.3.7. Sheets can be made with dimensions in width and length that differ from those given in and.

1.3.3.8. Sheets and strips can be produced with mechanical properties, different from those given in .

1.4.1. On a printed label affixed to each sheet and strip, or on one of the ends of a sheet or strip with indelible water ink, must be applied:

trademark or trademark and name of the manufacturer;

symbol of a sheet or strip;

lot number;

technical control stamp.

It is allowed to mark only one top sheet (strip) in a box (pack).

As means of packing and fastening packages, the following should be used: tape in accordance with GOST 3560, wire in accordance with GOST 3282, linings in accordance with GOST 22322, pallets in accordance with GOST 9557, other types of packaging and packaging materials in accordance with regulatory and technical documentation, taking into account the requirements of GOST 24597, GOST 21650 and GOST 26663.

With mechanized loading and unloading, the mass of a package up to 2000 kg is allowed. The mass of a package in covered wagons must not exceed 1250 kg.

1.4.3, 1.5 (Amendment, IUS 9-98).

2. ACCEPTANCE

2.1. Sheets and strips are accepted in batches. The batch must consist of sheets or strips of the same grade of copper, the same size and the same state of material and is issued with one quality document containing:

trademark or name and trademark of the manufacturer;

conditional designation of sheets or strips;

lot net weight;

test results (at the request of the consumer).

2.2. For check chemical composition two sheets, two strips or two boxes are taken from each complete and incomplete 5000 kg lot.

The manufacturer may conduct a chemical composition test on molten metal samples.

2.3. Width, length, surface quality, cut obliques are controlled by 1% of sheets or strips of a batch, but not less than 10 sheets.

* AT Russian Federation GOST R 50779.71-99 applies.

Table 11

PCS.

Number of sheets (strips) in a batch	Number of controlled sheets (strips)

Note. If the batch size does not exceed 5 sheets (strips), each sheet (strip) is subjected to verification.

The number of control points on each selected sheet or strip is determined depending on total number sections 100 mm long along the perimeter of the sheet or strip along.

When the length of the perimeter is not a multiple of 100 mm, the end section with a length of less than 100 mm is taken as one section.

The batch is rejected if the number of defective sheets (strips) in the sample that do not meet the requirements , , and , is greater than or equal to the rejection number given in .

Table 12

It is allowed for the manufacturer, upon receipt of an unsatisfactory result, to carry out a complete control.

2.5. It is allowed for the manufacturer to control the quality of the surface and dimensions during the production process, provided that the quality of sheets and strips complies with the requirements of this standard.

2.6. To check for non-flatness and crescent shape, two sheets, two strips or two boxes are selected from each 1000 kg of a batch.

2.7. For tensile and bending tests, two sheets, two strips or two boxes are selected from each complete or incomplete 1000 kg of cold-rolled sheets or strips and from 5000 kg of hot-rolled sheets.

2.8. Upon receipt of unsatisfactory test results for at least one of the indicators of non-flatness, crescent, tensile tests, bending and chemical composition, it is repeated tests on a double sample taken from the same batch.

The retest results apply to the entire lot.

3. CONTROL METHODS

3.1. Inspection of the surface of sheets and strips is carried out without the use of magnifying appliances.

3.2. Measurement of the thickness of sheets and strips is carried out at a distance of at least 100 mm from the top of the corner and at least 15 mm from the edge.

Measurement of the thickness of sheets and strips is carried out with a micrometer according to GOST 6507.

The results of measuring the thickness of sheets and strips that do not correspond limit deviations given in , , and , should not differ by more than half of the tolerance field.

The control of the thickness of sheets and strips is carried out with a given probability of 96%.

4 Selection of the protection class of the fence depending on the category of the protected object

4.1. Depending on the functional purpose of the protected object and the alleged threat during its operation, the significance and concentration of material, artistic, historical and cultural property located at the facility, the consequences of possible criminal threats to them, all facilities, their premises and territories are divided into categories.

4.2. In accordance with RD 78.36.003-2002 “Engineering and technical strength. Technical means protection. Requirements and design standards for the protection of objects from criminal encroachments ”, approved by the Minister of Internal Affairs of the Russian Federation on November 6, 2002, objects and territories protected using a perimeter fence are divided into two groups (categories): A and B. Due to the wide variety of heterogeneous objects in each group, they are further subdivided into two subgroups each: AI and AII, BI and BII:

AI and AII category objects(AI category - the highest) - these are objects of particular importance, increased danger and life support, illegal actions (theft, robbery, robbery, terrorism, etc.) on which, in accordance with the criminal legislation of the Russian Federation, they can lead to large, especially large economic or social damage to the state, society, enterprise, ecology or other owner of the property;

objects BI and BII category- these are objects, theft on which, in accordance with the criminal legislation of the Russian Federation, can lead to damage in the amount of up to 500 minimum dimensions wages and over 500, respectively.

4.3. In accordance with the “Instruction on ensuring engineering and technical fortification and increasing the level of anti-terrorist protection of objects of the internal affairs bodies of the Russian Federation from criminal encroachments”, approved by order of the Ministry of Internal Affairs of Russia dated January 18, 2011 No. 24, as amended by order of the Ministry of Internal Affairs of Russia dated 1 June 2013 No. 337 objects and territories protected using perimeter fencing are divided into:

objects of category I- a complex of buildings or structures that have a common adjacent territory (or without it) and external boundaries; a detached building or structure with an adjacent territory (or without it), on which a round-the-clock access regime and round-the-clock duty are mandatory;

objects of category III- stand-alone buildings or structures with an adjacent territory (or without it), on which the implementation of a round-the-clock access control and round-the-clock duty is not necessary.

Protection class 1 fence (minimum required degree of protection of an object from penetration) - the main fence with a visible flexible or rigid web made of steel bars with a diameter of 4 - 5 mm, welded at intersections, with a cell of not more than 50x200 mm, galvanized and coated polymeric material, or a fence made of various structural materials.

Fencing 2 protection class (medium degree of protection of the object against penetration) - the main fence, which has a sectional visible metal mesh or rigid lattice fabric, made of steel bars with a diameter of 6 mm, welded at intersections, with a cell of no more than 50x200 mm, galvanized and coated with polymeric material.

It is allowed to use a solid wooden fence made of a board with a thickness of at least 40 mm.

Protection class 3 fence (high degree of protection of the object against penetration) - the main fence, which has a sectional visible rigid metal mesh fabric, made of galvanized expanded metal sheet with a thickness of at least 2 mm or steel bars with a diameter of 6 mm or more, welded at intersections and reinforced with a double horizontal bar with a cell no more than 50x200 mm or fences with a diameter of 5 mm bars with a cell of 25x100 mm, galvanized and coated with a polymer material.

The main fence can be installed on a strip reinforced concrete foundation with a height of at least 0.5 m above the ground or on a pile foundation.

When installed on pile foundation the main guardrail must be equipped with an additional lower guardrail.

If necessary (specified in the inspection report, design specifications), in accordance with the architectural and structural solutions of these territories, it is allowed to use the fence as the main fence:

Reinforced concrete, at least 100 mm thick,

Stone or brick, at least 250 mm thick,

Solid metal with a sheet thickness of at least 2 mm, reinforced with stiffeners, mounted on a belt reinforced concrete foundation with a height above the ground of at least 0.5 m, with a penetration into the ground of at least 0.5 m.

Fencing 4 protection class (special degree of protection of the object against penetration) - the main fence, made of galvanized expanded metal sheet with a thickness of at least 2 mm, or from a rigid metal mesh fabric with a vertical bar diameter of 6 mm, welded at intersections and reinforced with a double horizontal bar with a diameter of 8 mm, with a cell no more than 50x200 mm, galvanized and coated with a polymeric material. The fence is installed on a strip reinforced concrete foundation with a height above ground level of at least 0.5 m.

The main railing must be equipped with an additional lower railing.

The main guardrail must be equipped with an additional upper and warning guardrail.

Anti-ram barriers should be installed to prevent a breakthrough into the protected area of ​​vehicles.

If necessary (specified in the inspection report, technical assignment for design), in accordance with the architectural and structural solutions of the given territory, it is allowed to use the following fences as the main fence:

monolithic reinforced concrete thickness not less than 120 mm,

Stone or brick with a thickness of at least 380 mm.

Either option decorative fencing, described in clause 11.2.1. "Instructions for ensuring engineering and technical strength and increasing the level of anti-terrorist protection of objects of the internal affairs bodies of the Russian Federation from criminal encroachments."

4.5. Depending on the amount of possible social or economic damage to the state, society, enterprise, ecology or the owner of the property, as well as the implementation of mandatory round-the-clock access control and round-the-clock duty at the facility, for each category of security objects, the number of perimeter fence lines is determined, and the fences themselves must comply with a certain class (degree) of protection of structural elements.

4.6. The number of borders of the perimeter fence, with the help of which the required protection class of the object of protection is achieved, is determined in accordance with Table 4.1 of these guidelines.

Table 4.1 Correspondence of categories of objects to protection classes and the number of fence lines.

* According to the design assignment.

4.7. Regardless of the category of the object, lack of opportunity conditioned by objective factors, it is allowed not to use it at all or to use the main fence of a lower protection class.

These objective factors include:

The location of buildings and structures of the object in the immediate vicinity of the highways (in fact, there is no territory in front of the facade of the protected building);

Construction or reconstruction of an object in special climatic zones(permafrost, deserts, forests, etc.);

Significant length of the perimeter of the protected area;

The main fence of the required protection class does not comply with the regulatory legal acts of the authorities of the constituent entities of the Russian Federation or municipal authorities in terms of architectural and planning solutions for the development of the region, region, city.

In this case, ensuring the necessary security of the object is achieved by creating additional security lines organized with the help of a physical protection system consisting of the personnel of the duty shift for the protection of the object, the organizational and technical measures and actions carried out by it, as well as a complex of engineering and technical means of protection.

4. Ventilation shafts, boxes and chimneys:

4.1. Ventilation shafts, ventilation ducts and chimneys with access to the roof or to adjacent rooms and with their section entering the rooms where material values, must be equipped at the entrance to these rooms with metal gratings made of a corner section of at least 75 x 75 x 6 mm and fittings with a diameter of at least 16 mm and with a cell of no more than 150 x 150 mm.

Lattices in ventilation ducts on the side of the protected premises must be separated from inner surface walls (ceilings) no more than 100 mm.

4.2. In the case of passage of ventilation ducts and chimneys with a diameter of more than 200 mm in the walls of the cash desk, they must be reinforced from the inside along the entire area bordering the duct with gratings, as indicated in clause 1.3.

4.3. Ventilation ducts and chimneys with a diameter of more than 200 mm passing through the cash desk must be equipped at the entrance (exit) to these rooms with metal gratings made of a bar with a diameter of at least 10 mm or a strong metal mesh followed by wire wrapping for connection to a security alarm.

4.3.1. It is allowed to use false gratings made of metal tube with a hole diameter of at least 6 mm, with a cell of 100 x 100 mm, for pulling the wire of the alarm loop.

5. Locking devices:

5.1. As locking devices installed on doors, windows, hatches, etc. used: mortise non-self-latching locks, overhead, padlock (barn, control) locks, internal hooks, latches, bolts, latches, etc.

5.2. For locking entrance doors in the cash register it is necessary to use high-security locks of the Abloy type, level locks with a double-bit key, cylinder pins of 2 or more rows.

5.3. The degree of protection against opening or selection of keys is increased if the closing cylinder of the lock with a cylinder mechanism has more than five locking pins (there are more than five recesses on the key), and the key should not have more than three recesses of the same depth and should not be located next to each other for more than two holes of equal depth.

5.4. Lever locks must have at least six levers (symmetrical or asymmetrical). The number of levers corresponds to the number of steps of the key bit, reduced by one step, designed to move the bolt of the lock.

5.5. padlocks should be used mainly for additional locking of doors, grilles, shutters. These locks are sufficiently effective in terms of protection only if they have a hardened steel shackle and a massive body (barn lock), and also if there are protective covers, plates and other devices that prevent the possibility of folding and sawing of the ears and shackles of the locks.

5.6. Part of a mortise lock cylinder projecting beyond door leaf with outer side doors must be protected from breaking or knocking down by a safety pad, socket, shield. The protruding part of the cylinder after installing the safety lining, socket, shield should be no more than 2 mm.

5.7. An indicator that has a significant impact on protective properties lock, is a method of fastening safety pads, sockets, shields on the door leaf, i.e. fastening them with screws or screws. In locks intended for locking entrance doors, fastening of linings, sockets, shields should be carried out only with screws.

5.8. In the cashier's room, in addition, for locking the lattice door, a steel bolt should be provided. The bolt output must be at least 22 mm. Most locks meet these requirements. domestic production. The striker plate must be strong, at least 3 mm thick and well secured with screws to the door frame.