21. 100% Design KAZCENT - CPD.pdf

"Integra Engineering Group" LLP

State License No. 15018832

Almaty, 2020

WORKING DRAWINGS

Contract No. H92277-19-C-0004 KazCent Conference Center Bostandyk (Kalinin) Region, Zharokov Street, 210/1, Almaty City, Kazakhstan

_февраль

Item

Layout of construction site. Erection diagram of basic elements of frame of building

Note

Description

Erection diagram of metal structures

Note

Designation

Description

SN RK 1.03-00-2011

Building industry Organization of construction of enterprises, buildings and structures

SN RK 1.03-05-2011

SP RK 1.03-106-2012

Occupational health and safety in construction

Truck crane capacity graphics

List of working drawings of the main set of POS

The procedure for storage of building structures, products and materials

The list of reference and attached documents

5.1

1. Instructions to method statement

Layout of construction site of working drawing "KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1" designed in accordance with SN RK 1.03-00-2011 "Organization of construction", SN RK 1.03.05-2011, SP RK 1.03-106-2012 "Occupational health and safety" and other applicable building codes of the Republic of Kazakhstan. The contractor is responsible for compliance with the requirements iduring the implementation of work.

Before starting the execution of construction works on the construction site, perform the preparatory period.

Before starting the production of works, the contractor for all types of works must develop and agree with the customer the work execution design. As necessary, the work execution design is coordinated with other organizations. The customer transfers to the contractor the project documentation, which must be admitted to the execution of work, with the signature of the responsible person or by stamping.

During the preparatory period, the contractor must analyze the construction site, the existing conditions of the objects according to the SN RK1-03-05-2011, SP RK 1.03-106-2012:

- The customer needs to provide water supply to the construction site;

- Provide an access point for the power supply of the construction site;

- Identify or install the necessary temporary buildings and structures;

- Determine the traffic diagram of machines and vehicles;

- Prepare the area for the storage of materials;

- Deliver the necessary materials, structures, vehicles to the site ;

- Install fence and entrance gates, which will be used until the completion of construction works;

- Organize fire patrol with providing fire fighting measures with appropriate equipment and tools.

Only after the completion of the preparatory period, start the works of the construction period. Installation of metal structures is carried out using two truck cranes of the QY50K brand with lifting capacity of 50.0 tons and truck cranes of the QY30K brand with lifting capacity of 30 tons. Workers climbing to the installation levels by using ladders, scaffolding or hydraulic lift. Mounted structures are unloaded from vehicles and temporarily stored in the crane operating area in the immediate proximity to erection area. QY30K truck cranes with a lifting capacity of 30 t are used in the areas of storage of building structures and materials.

Mobilization works

- the erection area is fenced with a solid fence and has entrances with gates. Install hazard warning signs within the danger zone;

- prepare design documentation in accordance with which erection will be carried out;

- prepare equipment for temporary fastening of structures;

- deliver and assemble lifting equipment.

Use XCMG QY30K truck cranes with a payload of 30 t for the installation of metal columns.

To installation of metal beam of the building, use 2 XCMG QY50K truck cranes with lifting capacity of 50.0 t. For transportation of materials, use flatbed truck with sides and dump trucks.

Erection work is carried out by high riggers, which carry out the installation of structures at heights with fastening to special structures using safety ropes and safety belts. Installation of structures is carried out according to the erection diagram for one division.

In division axes from 1 to 6, erection of structure is carried out to the south side towards axis 6. In division, when erection using a crane, at least 1 slinger, 1 signalman and 4 installers must be involved, in addition to the crane driver.

The project report calls for the installation of columns along the axes A-B and 1-6. Assembling of columns is carried out from scaffolding or from a hydraulic lift (see installation diagram on sheet 3)

General Information

Due to the constrained conditions of the construction site, the materials of mounting structures shall ne stored in the immediate proximity to the erection area for subsequent installation in the design position. Large mounted structures are delivered to the construction site on longer vehicles. Installation activities includes:

- Shipment and transportation of building structures and materials to their places of use or storage.

- Unloading mounting structures and materials, inspection, sorting, heaping;

- Mounting or connection of structures to each other in accordance with the designed position.

The general procedure for metal structure erection is as follows:

- Steel column mounting;

- Mounting of vertical and horizontal bracing of columns;

- Mounting of a roof beam;

- Mounting of vertical and horizontal bracing of beam;

- Mounting of purlin of a building.

High-strength bolts prepared at high-strength bolt preparation points are used for mounting.

The materials and structures used during mounting are temporarily allowed to be stored at areas as specified in the work execution design. Particular attention during mounting must be given to housekeeing of workplaces. Workplaces should not contain foreign particles or materials, and strangers which are not related with the construction activities.

During the mounting work, it is prohibited to:

- work at height without safety belts, and safety ropes tested;

- to make any works simultaneously in two levels on one vertical in the absence of a continuous flooring between them ;

- make erection operation at wind speed over 13 m / sec at the level of installation of the anemometer or the top mark of the design;

- leave balanced structures unattended;

- be on lift or downgoing structures, as well as under them;

- apply spliced wire rope;

- to perform works not related to the installation of electrical equipment, with open electrical cabinets and control panels.

All work on the slinging of individual elements of roof trusses, beams and columns to be mounted from the attached scaffolding.

2. Occupational health and safety measures When performing work, it is necessary to be guided by SN RK 1.03.05-2011, SP RK 1.03-106-2012 “Occupational health and safety in construction”, the system of standards for labor safety in construction.

The manufacturer of works prior to the start of construction and installation work must:

- issue a permitwork for conducting the relevant types of work;

- conduct training in accordance with safety directions.

All employees who will be employed at the facility must be trained in safety working methods and emergency procedures. All persons on the construction site are required to wear personal protection clothing, safety shoes, head protector and safety glasses and other personal protective equipments, taking into account the type of the work and the degree of risk. Newly hired workers with less than 6 months of construction experience must wear special identification clothing.

Before the start of each type of work, the construction superintendent identifies the dangerous areas.

The areas of permanent hazardous production factors include:

- places close to insulated current-carrying parts of electrical installations;

- places close to unshielded differences in height of 1.3 m or more;

- sections of the territory near the mounted structures of the building;

- tiers of buildings and structures in one division, over which the installation of structures or equipments;

- areas of movement of vehicles, equipment or parts thereof, working attachment;

- places over which the movement of goods by cranes.

- places where harmful substances are contained in concentrated density above the maximum permissible noise and electromagnetic level are affected by an intensity above the maximum permission.

The content of harmful substances in the air of the working area and the presence of workplace factor (noise, vibration, electromagnetic field intensity, etc.) at workplaces are subject to systematic monitoring according to the methods approved by the authorized agency for health of the Republic of Kazakhstan and should not exceed the permissible values indicated in regulatory documents approved by the Ministry of Health of the Republic of Kazakhstan.

General requirements for the organization of the construction site and workplaces Before the start of work, measures for the safe organization of the construction site must be carried out, the implementation of which will ensure compliance with the requirements of labor protection and safety. The boundaries of the hazardous areas in the places above which the materials move by the crane, as well as near demolished buildings, are determined by the horizontal projection onto the ground of the trajectory of the largest external dimension of the transported (falling) material (object), increased by the estimated distance of departure of the material (object).

The minimum distance of departure of the material (item) is taken in accordance with table 1. SP RK 1.03-106-2012. The boundaries of the hazardous areas near the moving parts and working bodies of machines and vehicles are set within 5 m, unless other increased requirements are listed in the passport or the manufacturer's instructions. Safety guards and potentially hazardous areas should be installed at the borders of the zones of permanent hazardous factors.

- signal barriers or safety signs and signs of the established form according to ST RK GOST R 12.4.026-2002.

6 Safety signs

Resolution of the Government of the Republic of Kazakhstan dated October

9, 2014 No. 1077 "On approval of the Fire Safety Rules" (as amended and supplemented on December 29, 2017)

LLP

"Integra Engineering Group KZ"

No.

H92277-19-C-0004 -CPD

WD

Format А3

Construction Planning

General Information

CPD-1 6

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by 12.19

12.19

1.During the installation works, it is necessary to refer to drawings sets of the AR, KM, KMD, GP and others.

The procedure for storage of building structures, products and materials5.2

The procedure for storage of building structures, products and materials5.3

The procedure for storage of building structures, products and materials5.4

1.6

1.8

1.1

1.6

1.6

0.7

1.6

1.7

2.2

1.5

0.8

1.0

0.8

1.5

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0.8

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0.8

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9.9

9.9

9.7

9.6

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.01

9.1

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8.2

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7.6

7.6

7.5

7.6

7.4

7.5

7.6

7.4

7.6

7.1

7.2

7.5

8.0

8.0

8.2

7.7

867.30

А А

Бр

А

А

А

А

А

Ц

Ц

КН

КН

3КН

Н гар.

Н гаражи гаражи развалина

КН

КН

мн мн лин.связь по забору ст .89 ст.89 Н=0.5

25с т.

ст .10 кя

ТП

-41

-4100

-41

-4100 ст .57

Н =3

.0

СТ

.57 ск в.

ск в.

ск в.

8.7

8.1

9.4

9.1

6.4

5.7

7.9

7.9 вы хо д из зе мл и

7.7

5.8

0.4

9.0

9.9

8.5

9.5

8.1

6.6

6.1

8.5

6.5

7.7

5.3

-41

-4100

8.8

8.5

9.0

9.5

0.0

0.5

1.0

8.0

7.5

.9

4 1

.8

5.2

1 2 3 4 5 6

А

Б

В

5/14/1

А/1

869.20 868.15

869.20 868.97

869.20 868.25

869.20 867.25

5%

5%

2.5

1.5

Б/2

Б/1

Temporary storage area of building structures and materials

Temporary storage area of building structures and materials

Temporary storage area of building structures and materials

Track crane XCMG QY50K

Ljib = 10,7-40m, Q = 2,1-50t.

Track crane XCMG QY30K

Ljib = 10,7-40m, Q = 2,1-30t.

Track crane XCMG QY30K

Ljib = 10.7-40m, Q = 2.1-30t.

Erection area

Welfare Facility

Welfare Facility

Canteen

Washing Facility

Canteen

Washing Facility

Site office with dispatch

Office of subcontractors organizations

Material and technical heated storage, tool room

Material and technical storage of building materials(unheated) з а з о р о т у р о в н я з е м л и

Transformer substation Existing building Proposed building

Name of facilities

4 Building for demolition

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

10.0 m4.002.0

SCALE: 1:200

2 SК - 3,2

4 SК - 2,5

Lock

Tag 2 SК - 2,0 Fork

2 SК - 2,0

USК - 1,0

4 SК - 1,0

Tag

Transfer of the main materials

Brick container Mortar box Formwork panel

Bucket of concrete Small piece materials in containers

Reinforcement bundle

Layout of construction site Sc 1:200

Wheel wash point

Temporary storage areas

Entrance gate to the site

Construction site fence with a canopy

Legends

Direction of the traffic 5 Speed limit sign

Sign warning regarding the operation of the crane

Fire post

Spotlight on a support Access Control Point

Construction Information Board

Охрана

Temporary facilities

First-aid post

Porta-potties(Biotoilets) ковер

Corner framework

50х50х5

63х63х5

50х50х5

Corrugated deck С21

Corrugated deck С21

Tube 100х3

А-А

Pedestrian walkway

(it is carried out by the carriageway in case of absence of existing sidewalk)

Concrete of class B15

Lighting located according to project overlay

Carriageway

Brick lining

Gravel layer

Temporary fencing scheme OG-1

LLP

"Integra Engineering Group KZ"

H92277-19-C-0004 -CPD

WD

Format А2

Construction Planning

CPD-2 6

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

Layout of construction site

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by 12.19

12.19

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text А

+0.000

+7.900

+10.150

+0.150

Track crane XCMG QY50K

Ljib = 10,7-40 m, Q = 2,1-50 т.

Track crane XCMG QY50K

Ljib = 10,7-40 m, Q = 2,1-50 т.

All people in construction site are required to wear safety helmets in accordance with GOST 12.4.08-84, to use protective equipment that meets the requirements of the instruction "Personal protective equipment and protective equipment". Workers and engineers without protective helmets and other personal protective equipment are not allowed to work.

It is necessary to ensure the illumination of the site in accordance with the "Instructions for the design of electrical lighting of construction sites" SP RK 1.03-105-2013, GOST 12.1.046-2014. Industrial spaces, work areas, escape routes must have emergency lighting.

An accident preventation plan should be located in the site taking into account of specific conditions, which provides operational actions by personnel to prevent accidents and eliminate emergency situations. The workplaces, depending on the type of work and the technology adopted, should be provided according to the standard sets corresponding to their purpose, technological equipment and collective protection equipment, as well as communication and signaling facilities. The installation of structural elements of the building with fixed or temporary supports is allowed only after proper verification of these structures and with the written permission of the person responsible for the safe installation of work. Erection teams are required to know the rules of first aid in case of injuries and electrocution. Illumination of the territory and workplaces at installation of the crane must be not less than 50 Lux. Before starting the installation works, it is necessary to check the availability of fire extinguishing facility.

When performing installation works, it is necessary to follow the requirements of:

- SN RK 1.03.05-2011, SP RK 1.03-106-2012 “Labor protection and safety equipment in construction”;

- SN RK 5.03-07-2013 "Bearing and enclosing structures";

- The Law of the Republic of Kazakhstan dated April 11, 2014 “On Civil Protection”;

- “Rules for ensuring industrial safety during the operation of load lifting mechanism”, in accordance with the Order of the

Ministry of Foreign Affairs of the Republic of Kazakhstan dated December 30, 2014 No. 359;

- Decree of the Government of the Republic of Kazakhstan dated October 9, 2014 No. 1077 “On approval of the Fire Safety

Rules” (as amended and supplemented on December 29, 2017).

3. Fire Safety Guidelines

Construction and installation work should be carried out in accordance with the “Fire Safety Rules of the Republic of Kazakhstan” Decree of the Government of the Republic of Kazakhstan dated October 9, 2014 No. 1077 (as amended and supplemented on December 29, 2017)

Machines with fuel tanks, heating devices, including heating the driver’s cab must be equipped with fire extinguishers. Only fill the machine tank with fuel when the engine is stopped. Refueling with an overheated engine is not permitted. The project provides and should be carried out the following fire-fighting measures:

- The territory of the construction site should be provided with driveways and access roads. At night, roads and driveways at the construction site, as well as the location of the fire hydrants, should be lit;

- warehouses of flammable liquids and oils shall be located with a distance of not less than 24m from other temporary buildings.

- for fire-fighting purposes, the project allows the use of existing water supply networks with fire hydrants during the construction period;

- free passage must be provided to fire hydrants. The distance from the hydrant to the building should be no more than 50m and at least 5m, from the edge of the road - no more than 20m;

1.During the installation works, it is necessary to refer to drawings sets of the AR, KM, KMD, GP and others.

Erection diagram of large-span steel truss

2. Occupational health and safety measures (continued) During the performance of work in these areas, organizational and technical measures should be taken to ensure the safety of workers.

Fences adjacent to places of mass passage of people must have a height of at least 2 m and must be equipped with a continuous protective peak that can withstand the effects of snow load, as well as the load from the fall of single small objects. At the entrance to the construction site, establish a traffic pattern for the facility that governs the movement of vehicles. The speed of vehicles on the construction site and near the places of work should not exceed 10 km / h in straight sections and 5 km / h in turns.

On the territory of the construction site, install signs of vehicle and pedisterian passages. Hazardous areas should be fenced, warning signs and instructions shall be visible at any time of the day according to the instructions “Safety Signs and Signal Colors”

Open storage areas should be located in the area of accessible by cranes.

Driveways, walkways and workplaces must be regularly cleaned of debris, snow, ice, dirt, and shall not be cluttered. Passages exceeding 200 meters in length and with a slope shall be equipped with gangways with stripped boards. The width of the passages to workplaces and workplaces shall be at least 0.6 m, the clear height of the passages shall be at least 1.8 m.

Portable ladders must be tested before operation with a static load of 1200 N applied to one of the steps in the middle of the flight in the operating position. During operation, wooden stairs must be tested every six months, if metal - once a year. Keep records and tests of ladders and step-ladders in accordance with the manufacturer's instructions, as well as the standards of GOST 26887-86 “Platforms and ladders for construction and installation works. General specifications ".

The entrances to the demolished building must be protected from above by a continuous canopy with a width of at least the width of the entrance extending at least 2 m from the wall of the building and an angle of 70 - 75 °.

Workplaces and passages to them should be fenced with temporary fences with 1.1 m high in accordance with the requirements of GOST 12.4.059-89 and the instruction "Procedure for the use of temporary fences"v.

Open apertures in the walls, located at the level of the adjoining ceiling or working floor, shall be fenced with a height of not less than 1.0 m and a guard board of at least 15 cm wide.

The holes on the surfaces where the work is being carried out must be closed or fenced with a height of not less than 1.0 m.

Installation and demolition work of scaffolding should be carried out by qualified personnel under the supervision of the manufacturer. Installation and dismantling of scaffolding should be carried out in accordance with the requirements of the instructions “Construction Scaffoldings".

Scaffoldings and trestleworks should be installed on a clean, level surface in where the positive drainage is provided for rain water.

Scaffoldings and trestleworks are allowed for operation only after their acceptance by the commission conducted by a representative of the safety and labor protection service, work producer, manager of safety and labor protection of the contractor and execution of the acceptance certificate.

When accepting scaffoldings and trestleworks, the following conditions must be verified: the presence of ties and fastenings that ensure stability, the presence of stair sections, the attachment points of individual elements, work surface and fencing, the verticality of the racks, the reliability of the supporting platforms, grounding.

In the field of lifting people to the scaffoldings and trestleworks, posters with the layout loads and sizes should hung.

Scaffoldings and trestleworks during their operation are subject to inspection by the scaffolding inspector at least every 7 days with the appropriate entry in the logbook.

Descend construction waste from buildings along closed gutters, in closed boxes and containers. The lower end of the gutter should not be higher than 1 m above the ground or enter to bunker. It is allowed to dump garbage without gutters or other devices from a height of not more than 3 m. When dumping garbage, enclose or assign observers among the workers from all sides in order to warn the danger.

Erection diagram of metal structures

CPD-3

List of main machines, vehicles

№ п .п. Description Brand, type main variable Qty, pcs.

1. Excavation & road equipment

1.1 Excavator EO-4111 capacity 1,5 m3

60 kw 2

1.2 Excavator "Belarus" EO - 2621 capacity 0,25 m3 1

1.3 Pneumatic Tyred Roller DU-39 25 т.

99 kw 2

1.4 Road roller 14 т. 60 kw 1

1.5 Motor grader DZ-99 99 kw 1

1.6 Bulldozer DZ-110А 118 kw

160 h.p. 2

1.7 Street sprinkler PM-8 3,5 m3 1

1.8 Motor tar sprayer DS-39B 4000 l 1

2. Lifting and transporting automotive equipment (framework), welding works

2.1 Track crane XCMG QY50K5 50,0 т. 2

2.2 Track crane XCMG QY30K5 30,0 т. 2

2.3 Track crane for work on storage sites КS 45717-1 20 т. 1

2.4 Truck mounted concrete pump with a feed range up

to 32m Putzmeister BSF 90 m3 / h 1

2.5 Heavy-duty trailer ChM3AP-5212 60Т 1

2.6 Truck tractor К – 702 1

2.7 Concrete mixer truck SB-92 V=5m3 2

2.8 Dump truck KamAZ 12-15т 6

2.9 Welding machine STSC-500 4

3. Machines and vehicles for installation of pipelines

3.1 Tractor-based pipe-installation crane Т - 180 TO – 1530 g. 50 т 1

3.2 Trailer - pipe carrier whip truck PV – 204 1

3.3 Pipe cutting machine EM - 12 1

3.4 Pipe-bending machines for pipes 1

4. Other machines and vehicles

4.1 Welding units 2 guards for manual welding on a

tractor T - 100 79 kw 2

4.2 Manual arc welding machine SDU - 250 2

4.3 Mobile diesel power substations (PES) Azimut brand eD

200-Т400-1RP 200 kw 1

4.4 Diesel air compressor ХАS 97 5,3 m3 / min 2

4.5 Bitumen boiler BK-2 2,2 m3 1

- install fire detection sensors in office and domestic temporary buildings (premises);

- provide 24-hour security supervision of the facility;

- provide temporary buildings and structures with primary fire fighting means.

The electrical facilities of the construction site, including temporary power unit and lighting equipment, must meet the following requirements:

- «Electrical Installation Regulations (PUE)»;

- ST RK 12.1.013-2002 Occupational safety standards system. "Electrical safety. General requirements ”, GOST 12.1.046-2014.

LLP

"Integra Engineering Group KZ"

H92277-19-C-0004 -CPD

WD

Format А2

Construction Planning

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by 12.19

12.19

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text К1

AutoCAD SHX Text К1

AutoCAD SHX Text Бс1

AutoCAD SHX Text Бс1

1 - 1

XCMG QY50K crane specifications

Engine М11-С290

Engine power, kW 216

Lifting characteristics

Payload, t. 50

Load moment, tm 174

Lifting height (with fly jib), m 40 (55,8)

Speed, km / h 85

Overall dimensions in transport position, mm.

Length, mm 13100

Width, mm 2750

Height, mm 3350

Total weight with main jib, t. 38,6

XCMG QY50K Ljib = 40 m truck crane capacity graphs

XCMG QY30K5 crane specifications

Chassis

Engine 6CL280-2

Engine power, kW h.p.206

Lifting characteristics

Payload, t. 30

Load moment, tm 1025

Handling radius, m

222120191817161514131211109876543210

L o a d c a p a ci ty t.

КС-45717-1 Ivanovets Ljib = 21 m truck crane capacity graphs

Lifting height (with fly jib), m 47.6

Speed, km / h 75

Overall dimensions in transport position, mm.

Length, mm 12070

Width, mm 2500

Height, mm 3290

Total weight with main jib, t. 32.4

LLP

"Integra Engineering Group KZ"

H92277-19-C-0004 -CPD

WD

Format А3

Construction Planning

Truck crane capacity graphs

CPD-4 6

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

4035302520151050

10.1m

13.65m

17.2m

22.52m

27.85m

33.18m

38.5m

38.5М+8.3М

LE

N

G

TH

O F

JI

B

(m

H

EI

G H

T O

F

LI

FT

(m

OUTREACH(m)

QY30K5 JIB HOOK OUTREACH SCHEDULE

(OUTRIGERS ON 6.0M) measure (m.)

Operation radius, m

S t r o k e o f c r a n e m

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by 12.19 aerated concrete blocks

The procedure for storage of building structures, products and materials

Block filler 60х80

Wooden bar 200х200

-4

1 m no m or e th an

,5 m

100Not less than height Wood plank

Block filler 60х80 no m or e th an m no m or e th an

,5 m

1 m

Block filler 60x60 no m or e th an

,5 m

Block filler 80x80

1 м

Block filler 250x250

L

B no m or e th an

/2

L (B no m or e th an

/2

L (B

B

Block filler 100x50

Block filler 250x250 crosswise stackingline stacking no m or e th an

,5 m

Not less than the height

Organization of storage of building materials, parts and structures

The surface of the storage area for materials, structures, products and equipment must be planned and compacted. If the soil is weak, the surface shall be compacted with crushed stone or laid with pavement material on a sandy base.

In order to drain surface water, 1-2 ° slope should be provided towards the external contour of the warehouse with the features, if necessary ditches.

Building materials, structures, products shall be stored on a level, compacted, debris-free area on construction site.

Products of single type and single brand of reinforced concrete shall be stacked together without exceeding the established stack height.

Between the stacks, passages are provided for at least 1 m wide. Driveways with the width depending on the dimensions of the vehicles and loading and unloading mechanisms shall be provided in consturction site.

The distance from the stacks of materials, products and structures to the edges of the recesses (pits, trenches) is determined by the stability of the slopes (fastenings), most commonly, outside the wedge of failure distance, but not less than 1 m to the edge of the natural slope or diaphragm wall.

Filling blocks in stacks of stored materials and structures are located in single vertical plane.

The thickness of the filling blocks when stacking plates and blocks should not be less than the height of the protruding lifting loops.

It is forbidden to use filling blocks with section.

It is forbidden to lean or support materials, products and building constructions to fences, elements of temporary or permanent constructions.

Materials containing hazard or explosive solvents must be stored in airtight containers.

Metal stand to stock pile

LLP

"Integra Engineering Group KZ"

H92277-19-C-0004 -CPD

WD

Format А3

Construction Planning

The procedure for storage of building structures, products and materials

CPD-5.1 6

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

Wood block filler with a cross section of 150x150 mm

Wood block filler with a cross section of 100x100 mm

800 200 no m or e t ha n 1

WOODEN SHIELDS

FLOORING, FORMWORK

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by 12.19

12.19

AutoCAD SHX Text trapezoidal sheets

AutoCAD SHX Text U sections

AutoCAD SHX Text reinforcing mesh stock pile

AutoCAD SHX Text small-diameter pipe (57-133 mm)

AutoCAD SHX Text metal sheets in racks

AutoCAD SHX Text light sections in racks

AutoCAD SHX Text lumber

AutoCAD SHX Text The procedure for storing pallets with a brick pipes

Sheet

Description

Dimensions, mm length width height

Material kg weight, Storage scheme

Sling arrangement at installation and storage

Warehousing schemes & sling arrangement

Web sling 4-branch

4SK1-8,0

l = 2.0mBox with mortar

V=1. 0m3

1200 1400600700

Bucket of concrete

V=1, 0m3

V=2, 0m3

1400 30003384 1100

Web sling 2-branch

2SK1-5.0

l=2.0 m

Reinforcement bars

6000 3000

L no m or e

L

Metal

Bracket Long products

Web sling 2-branch

2SK1-5,0

l = 2.0m

Web single sling

1SK1-4.0

l = 2500

Mesh fittings 3000 10001503000

Web sling 2-branch

2SK1-5,0

l = 2.0m

<90°

18905090 1100

Format А3

CPD-5.2

Qty. Doc.NoRev. Sheet Sign. DateO ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

H92277-19-C-0004 -CPD

Description

Dimensions, mm

Storage scheme

(1700)

Brick on the pallet (in enclosed case)

1200 600 no m or e th an ti er s

Web sling 4-branch

4SK1-8

l = 2.0m

Web sling 4-branch

4SK1-8,0

l = 2.0m

Two single Web sling 1SK-2,5 l = 3.2m Ø = 19.5mm

Case Web sling

Mounting climb

Storage lift

Hinged block scaffolding

2400 85012001300 in ro w s

Web sling 4-branch

4SK1-8,0

l = 2.0m

Window and door blocks

2000 2100950500

Waterproof coating

Gaskets with stops 50x50

Gaskets 80x80

Web sling 2-branch

2SK1-5.0

l=2.0 m

Web single sling

1SK-5.0

l=5.0 m

Sheet

Format А3

CPD-5.3

Qty. Doc.NoRev. Sheet Sign. Date

H92277-19-C-0004 -CPD

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o length width height

Material kg weight, Sling arrangement at installation and storage

Lumber in packages

2900 1500800

Вlining 100х50 lining

В no m or e

В

Web sling 2-branch

2SK1-5,0

l = 2.0m

Web single sling

1SK1-4.0

l = 2500

Box for trash and disposals

1200 1000800

Web sling 4-branch

4SK1-8.0

l = 2.0 m

Marking industrial container

- date of manufacture

- symbol

- container weight

- gross weight

- manufacturer’s trademark

2. All slings according to GOST 25573-82. The thickness of the block fillers and gaskets should be at least 20 mm greater than the height of the protruding mounting loops.

3. When slinging structures, the hook should be directed from the center of gravity of the structures.

Web sling 4-branch

4SK1-8,0

l = 2.0m

Detail "А"

1. Web slinging of materials and products should be carried out in accordance with:

- SNiP RK Labor safety in construction;

- the methods indicated on these schemes;

- packaging corresponding to the load being lifted;

- in the presence on site of load-grabbing adaptations and container and their application according to the resulted schemes.

Notes:

Sheet

Format А3

CPD-5.4

Qty. Doc.NoRev. Sheet Sign. Date

H92277-19-C-0004 -CPD

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Description

Dimensions, mm length width height

Material kg weight, Storage scheme

Sling arrangement at installation and storage

Trash container is subject to periodic inspection (once a month)

1. Flat signs plates and blocks including safety signs. should be made of sheet metal with a thickness of 0.5-1.5 mm, as well as plastic or wood, provided that the necessary strength, stiffness and stability in various atmospheric conditions are provided.

2. Signs used in the dark or in conditions of insufficient visibility must be illuminated. All devices that ensure the visibility of signs, plates and blocks in the dark, should not change their color, as well as impair their visibility in the daytime.

3. Safety signs shall be installed on the walls of buildings, and on stands 2500 mm high from ground level.

During the operation of cranes, safety signs on the stands can be installed obliquely for better visibility (review) to the driver (crane operator).

4. Devices for fastening signs, plates and blocks must be painted with gray. For warning signs, specify the side of the theoretical triangle (excluding rounding the corner). The radius of rounding corners shall be on the signs of a triangular shape - 0.05 m at side, on signs of a square shape - 0.04 m at side.

INSTRUCTIONS FOR THE PRODUCTION AND INSTALLATION OF SIGNS

WARNING SIGNS: An equilateral triangle with rounded corners of yellow color, facing upward, with a black border with a width of 0.05 m at side and a symbolic image of black.

PROHIBITED SIGNS: A circle of red color with a white field inside, a white border along the contour and a symbolic image of black color on the internal white field. Crossed out inclined strip at an angle of 45 degrees.

The width of the red ring should be 0.09-0.1 m of the outer diameter. and the width of the inclined strip is 0.08 m of the outer diameter.

Signs coloring

The distance from the signs to the observer (m)

TO OBSERVER

Dimensions of safety signs depending on distance

Additional plate

Prohibition

2, 5

NUMBER

of SIGNS

Warning-

1.3

Over 50 to 70

Over 70 to 100

Over 70 to 100

Over 50 to 70

1120*340

1120*460

А*B 900*260*

900*360

Over 70 to 100

SIZES "A"

In (MM)

Sign No. 3 (2.7) - established by contour of the danger zone due to the operation of the crane

The crane works.

Carefully!

SAFETY SIGNS according to GOST124026-2001

Sign No. 1 (2.9) - installed in front of the sign which prohibits the carriage of loads in the stoping distance

Other hazards.

Carefully!

Warning

Over 50 to 70

W06

Dangerous. It's possible to fall of loads

W09

Attention. Danger

Sign number 2 prohibiting the passage of load.

Prohibited!

Load transfer is

Sign No. 5 (1,5) - is installed in places and zones, the presence of associated dangers.

The explanatory inscription is executed in black.

In this case, the inclined red stripe is not applied.

Prohibitory P03

Passage is prohibited.

LLP

"Integra Engineering Group KZ"

H92277-19-C-0004 -CPD

WD

Format А3

Construction Planning

Safety signs

CPD-6 6

O ri g In v N o

S ig n a n d D a te

R e p l.

I n v N o

Facility: KazCent Conference Center Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1Qty. Doc.NoRev. Sheet Sign. Date

Stage Sheet Sheets

GIP Orazalin K.K. 12.19

Norm.ControlCelebi B.

Esenkulov K.

Salamatov U.

12.19

Drawn by

Checked by