18. 100% Design KAZCENT - HS.pdf

Almaty, 2020

WORKING DRAWINGS

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

"Integra Engineering Group" LLP

State License No. 15018832

_февраль

1.1

Note Description Item

List of working drawings of the main set

General Information

Note Description Designation

The list of reference and attached documents

Designation Description Note

Reference Documents

LLP "КТZ" Product catalog with thermal insulation made of polyurethane foam with a protective jacket. Kazakhstan Pipe Plant

LLP Astana

Attached documents

Hardware Specification on 3 sheets

1.2 General Information

General Information1.3

2 Plan of heating networks. Sc.: 1: 500. Sections 1-1, 2-2, 3-3.

Longitudinal profile of heating networks

Detail of pipeline TK 2V (existing)

Scheme of heating networks.

CALCULATED HEAT FLOWS

Estimated heat flow, Gcal / h

KazCent1

Heating Ventilation

Hot water supply

Technolo-gical needs Total

H92277-19-C-0004-ТS.SО

Heating Network

Construction Solutions of Heating System

Operational Remote Control System

H92277-19-C-0004-HS

H92277-19-C-0004-HSRC

H92277-19-C-0004-SODK

Name consumer

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

HS-1.1

General Information

Chief Project Engineer Orazalin K.K.

Detail of pipeline UT-1

The intersection of the heating system with an power cable up to 35 kV. (Suspension assembly) isp 1;

8 Road pavement construction.

No.

Statement of the main sets of working drawings

This project has been developed in accordance with applicable norms and rules on the territory of the Republic of Kazakhstan, and ensures the safety of life and health of people during the operation of the facility, subject to the measures provided by the drawings.

Item No.

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 .A g re e d

A g re e d

C h a p te r G P

C h a p te r E S

C h a p te r E W S

E s e n k u lo v

Z h u s u p o v

A u b a k ir o v

Format А3

General Information1.4

9 U-compensator K1

10 Sealing of heat pipe entries

0.02468 - 0.08350.0060.05288

.1

.1

.1

Ch ap te r H S R C

.1

N a b ie v Z

Ch ap te r O R

CS

.1

A m ir k u lo v D

11.19

11.19

11.19

11.19

Existing Building2 0.1424 - 0.25910.03370.083

TABLE OF LOADS ON FIXED SUPPORTS

No of fixed support

The appointment and the diameter of the pipe

Weight 1 l/m.

pipes with water and insulation, t

Load on supports, t

Type of fixed supporthorizontal axial, Н h.a.

horizontal side, Н h.s.

vertical, Н v.

Heat pipelines

N1,N2 Т1∅108х4/180 0.0112 1.0 fixed dielectric support

St108x4-315h16-1-PPU-PE-D Т2∅108х4/180 0.0112 1.0

0.5

0.5

0.5

0.5

LIST OF HEAT-INSULATING STRUCTURES

G a s k e t ty p e

C o d e o f th e p ip e li n e

Pipe diameter, DN mm

Length m

(qty, pcs)

Anticorrosion coating Main insulation layer Cover layer

N o te s

Type of coating Surface, m²

Material

T h ic k n e s s i n co n s tr u ct io n m m

Volume, m³ Type of coating

Surface, m²

10l/m Total

Heating network

U n d e rg ro u n d l a y in g

Т1, Т2 100 6.0

Organosilicate coating with

OS-51-03 paint in accordance with TU 84-725-83 in 4 layers with hardener TBT natural drying, total thickness δ = 0.45mm

3.39 2.034

Heat-insulating products from glass staple fiber grade MS-50, GOST 10499-95

MS-50-10000-500-80

60 0.32 0.19

Fiberglass grade PCT-X-L-N

TU 6-48-87-97 δ = 0.5 mm

7.16 4.296

Т1, Т2 80 3.0 2.51 0.753 60 0.28 0.084 6.57 1.971

Т1, Т2 50 7.0 1.79 1.253 60 0.22 0.154 5.56 3.892 drain 40 7.0 1.41 0.987 drain 25 4.0 1.0 0.4

Total 5.427 0.428 10.16

Total subject to 10% 5.99 0.47 11.18

Drainage

U n d e rg ro u n d l a y in g drainage 50 3.0

Highly reinforced bitumen-polymer based on mastic

"BIOM-I" δtotal = 8.5 mm

TU 2708-1564,041-97

1.79 0.54

0.54

0.6

N3-N5 Т1∅89х4/160 0.0086 0.95 fixed dielectric support

St89h4-295h16-1-PPU-PE-D Т2∅89х4/160 0.0086 0.95

0.5

0.5

0.5

0.5

N6 Т1∅57х3.5/125 0.0059 0.93 fixed dielectric support

St57h3. 5-255h16-1-PPU-PE-D Т2∅57х3.5/125 0.0059 0.93

0.5

0.5

0.5

0.5

10l/m Total 10pm Total

Total

Total subject to 10%

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

HS-1.2

General Information

Format А3

11.19

11.19

- Water pipesВ

- Gas pipelineГ

- Power cable

- Communication cable

- Sanitary sewageК

- Existing heating networksТ

- Designed heating networks

- Dismantled heating networksТ

- Pipeline detail

UT1

- Fixed support

N1

- Angle of rotation

UP1

LEGEND

GENERAL INSTRUCTIONS

The working drawing is developed on the basis of:

- Technical assignments;

- Technical conditions of TU No. 15.3 / 7221/19-TU-Ts-21 of 08/05/2019.

The heat network plan of the projected area was developed on a topographic survey in a scale of 1: 500.

The source of heat supply is the source of "AlES" corporation.

The temperature schedule for controlling heat supply is 132-70 ° C.

Heating supply system - open;

The scheme of heating networks is two-way pipe.

Connection point TK-2V.

The parameters of the coolant at the point of connection:

- pressure in the supply pipeline-6.9 atm

- pressure in the return pipe is 3.3 atm;

Climatological data were adopted on the basis of SP RK 2.04-01-2017 "Construction climatology" in Almaty:

- design outdoor temperature of the coldest five-day period: -20.1 C;

The total length of the heating networks is 85.9 m.

The project provides a heating supply for the object “Construction of a conference center for office buildings, Zharokova, No. 210/1 in the Bostandyk Region ”, as well as removal and reconnection of an existing utlity building with an elevator unit.

Laying of heating networks is provided for an underground channel with the use of pre-insulated pipes in a polyurethane foam shell.

Compensation of heating expansions of pipelines in heating networks is carried out with the angles of rotation and U-shaped compensator.

In accordance with the "Rules for ensuring industrial safety during the operation of equipment operating under pressure" (order of the Minister of Investment and Development of the Republic of Kazakhstan No. 358 dated 12/30/2014), the pipelines of heating networks belong to category IV (operating parameters Рр = 1.6 MPa, Tr = 150 Cº). In accordance with the decree of the Government of the Republic of Kazakhstan, dated October 3, 2009, No. 1656 "On approval of the rules for assigning buildings and structures to technically complex objects", the project is considered as II(normal) level of responsibility, which is not considered as technically complicated object.

The thermal insulation structures adopted in the working drawing, volumes and thicknesses are presented in the table on sheets 1.2 of the General Information. Thermal insulation volumes are calculated according to custom thickness. Air and drainage fittings are provided in accordance with the requirements of MCH 4.02-02-2004 "Heat Networks".

All fittings are steel, pressure is 2.5 MPa, class A tightness. Pipeline drainage is provided to the existing drainage well.

In accordance with the requirements of SP RK 04.02-04-2003, pre-insulated pipelines are equipped with Rapid Remote Control (RRC) system for detecting areas with increased humidity of the insulation layer.

The control scheme is developed in the "ORCS" section.

After completion of construction and installation work, it is necessary to flush the pipelines of water heating networks. After flushing, use water to irrigate the green spaces.

The construction of heating networks should be carried out taking into account the requirements of the SP KR 4.02-104-2013 "Heat

Networks", the SP KR 4.02-04-2003 "Heat Networks. Design and construction of networks for the channelless laying of steel pipes with polyurethane foam industrial insulation".

After completion of installation work, hydraulic testing of pipelines should be carried out in accordance with SNiP 3.05.03-85 "Heating networks". Pipelines of water heating networks should be tested with a pressure equal to 1.25 times of working pressure, but not less than 1.6 MPa.

Testing and commissioning of installed pipelines should be carried out in accordance with the "Rules for ensuring industrial safety when operating equipment operating under pressure" and safety during operation of equipment operating under pressure "and SNiP

3.05.03-85" Heating networks ".

When performing installation work, an intermediate acceptance, executed by certificates of examination of hidden works in accordance with SN RK 1.03-00-2011 "Construction production. Organization of construction of enterprises, buildings and structures" and SP RK

4.02-04-2003 "Heat networks, design and construction of chanelless steel networks pipes with polyurethane foam insulation of industrial production" are subject to:

- pipe installation;

- connection of wires of the UEC system;

- preparation of welded pipe joints for casting polyurethane foam;

- filling joints with polyurethane foam;

- control check of the integrity of the wires and measurement of insulation resistance;

- hydraulic testing of pipelines for strength and density of welded joints;

- preparation of the surface of pipes and welded joints with anti-corrosion coating; performance anticorrosive coating of pipes and welded joints;

- thermal insulation of fittings and non-insulated pipes.

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

HS-1.3

General Information

Format А3

11.19

11.19

O ri g .In v .N o

S in g .a n d D a te

R e p l.

In v .N o

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. Engineer Orazalin K. K.

HS-1.4

General Information

Legend

UT1

- Design of heating networks

- Pipeline conection point

- U-compensator

- Turn of point

UP1

К1

Existing Layout Plan

О

С

Б Ш

11.19

11.19

11.19

11.19

ТК 2В exist.

UT1

UP5

UP1

UP2

UP4

UP3

К1

Format А3 ст.200 ст.200 керам.200 кер.250 чу г.1 нед ст .2х оп уск кер.200-К ст.200 кер.200

Ю

С

2.7

1.6

1.8

1.7

1.6

1.1

1.6

0.7

1.1

1.7

1.1

1.5

1.0

0.8

0.4

0.4

0.5

0.1

0.8

0.5

0.8

0.1

0.2

0.1

0.5

0.1

0.1

0.3

9.9

9.9

869.65

9.7

9.7

9.5

9.4

9.1

9.0

9.4

869.25

9.6

9.1

9.4

9.4

9.5 1 86 9.4

9.1

9.1

9.5

8.9

9.6

8.6

9.4

9.5

8.5

8.6

8.6

8.5

8.3

8.2

8.4

8.5

868.28

7.8

7.7

9 86 7.6

867.84

7.7

8.5

8.4

7.7

7.6

7.6

7.5

7.6

7.6

7.1

8.0

А А

Бр А

А

А А

А

А

Ц

Ц

КН

КН

3КНН

Н

5КЖ

Н гаражи разваленКН

МН

лин.связь по забору ст .89 ст.89 Н=0.5 не д.

нед ст.100 ст .10 ке ра м.

кя

ТП

-41

-4050 ст .57

Н =3

.0 ст .57 ск в.

ск в.

ск в.

8.7

8.1

9.4

9.1

1.5

0.8

1.9

1.1

7.9

7.9 вы хо д из зе мл и

7.7

5.8

1.7

0.6 по д а сф

9.0

8.5

9.5

8.1

8.6

6.6

8.5

6.5

5.3

0.4

8.5

1.1

9.4

1.1

9.2

1.0

9.2

1.2

9.3

1.3

9.8

1.3

9.5

1.7

9.7

1.8

9.9

-41

-4050

8.8

ТП

А

А

АА

А гаражи

МН

чу г.1 чу г.1 чу г.1 чу г.1 чу г.1 ст.250 ст.250 ст.250ст.250 ст.89 Н=0.5 ст.57 Н=3.0 ст.57 Н=3.0 ст.57 Н=3.0 ст.100 ст.100

2хст.892хст.89 кер.200 нед.

ст .10 не д не д.нед

2х32ст.

А

А

А ке р.2 не д ст .89

Н =0

.5

К

К

2к аб

-41

-4050

-40

-4050

-4150

-4150

-4150

-4100

-40

-40

-41

-41

7.7 не д.

не д.

за гл.

кер ам.10

8.2

8.8

9.1

8.4

8.9

9.1

8.7

8.9

8.8

8.7

8.8

8.8

8.7

8.5

8.7

8.5

8.4

8.4

8.5

8.4

8.2

8.4

8.2

8.2

8.1

8.1

868.21

8.0

7.8

7.8

7.9

8.1

7.5

7.9

7.7

7.6

7.6

7.6

7.6

7.4

7.6

7.3

7.6

7.3 шлаг.

АА

А

А

Бр

БрЦ

Ц

Ц Ц

Ц

ЦЦ Ц ЦЦ

Ц

А

А

А

А

А

2К Н

КН

КПП

2КН

ст.2х325 ст.2х325 ст.2х200 ст .2х ст .2х ст.2х100 ст.2х40 нед.

ст .2х ст.2х200 ст.200

150 чуг.

чу г.1

К-чуг.150 чуг.100 чуг.100 ас б.1 ас б.1 ас б.1 чуг.100 б/п

-4150

-40 ст .57 ст.57 Н=2.5 вы хо д

0а

9.0

9.1

8.7

8.1

6.4

8.1

7.1

9.0

7.4

8.7

7.1

8.9

6.9

7.9

7.1

6.8

8.0

7.0

8.1

6.9

9.0

7.1

8.0

7.1

8.0 ж ир оу л.

8.0

TT

T

К

К

К К

К

Т

-4150

-41

Т ст.200

871.50

869.00

868.50

867.50

868.00

870.50

868.70

870.50

870.00

869.50

867.40

868.07

869.04

868.40

868.90

869.13

868.50

868.85

869.40

869.10

870.52

870.52

870.00

869.50

869.00

868.20

870.63

868.72

871.60

871.60

868.00

869.20

869.64

869.01

869.56

870.43

870.17869.42

869.05

869.20

867.97

868.25 н.б:869.80 н.б:869.80 в.б:870.00 н.б:869.85 в.б:870.00 н.б:869.85

869.13

867.90

869.75

871.55

871.50

869.00

868.50

867.50

868.00

870.50

868.70

870.50

870.00

869.50

867.40

868.07

869.04

868.40

868.90

869.13

868.50

868.85

869.40

869.10

870.52

870.52

870.00

869.50

869.00

868.20

870.63

868.72

869.02

871.60

871.60

868.00

869.20

869.64

869.01

869.56

870.43

870.17869.42

869.20

867.97

868.25 н.б:869.80 н.б:869.80 в.б:870.00 н.б:869.85 в.б:870.00 н.б:869.85

869.75

871.55

5%

4.1%

3.5%

3.0%

3%

3.7

12%

2.5

2.5

W

W

869.20

0,000

V1 К1

В1 К1

8,5 11,5

UP1

95°

N1

ТК 2V

exist.

95° UP2

UP5

UP3 UP4

8,6 1,0

9,0

4,5 2,39, 1,0 W2

N2 N4

N5

N6

UT1 P1

1,0 9, 4,0 9, 52, N3

W1

2, 1 - 1

KL 90х45 ∅108x4/180

2 - 2

KL 60х45 ∅89x4/160

3 - 3

KL 60х45 ∅57x3.5/125

KN1

KN2

DK1

5, 03,0

1,5

5, 1 - 1

ОP-2 ОP-2

335 330 335

T2

∅108x4/180

T1

∅108x4/180 sliding support

108-1-PPU-PE

sliding support

108-1-PPU-PE

system of isolation

Wires of the RRC system of isolation

Wires of the RRC

T2

∅57х3.5/125

ОP-1 ОP-1

T1

∅57х3.5/125

57-1-PPU-PE 57-1-PPU-PE

3 - 3 system of isolation

Wires of the RRC system of isolation

Wires of the RRC sliding support sliding support

T2

∅89х4/160

ОP-1 ОP-1

T1

∅89x4/160

89-1-PPU-PE 89-1-PPU-PE

2 - 2 system of isolation

Wires of the RRC system of isolation

Wires of the RRC sliding support sliding support

Power Transformer Building

Existing Building

KazCent1

4 Parking Area

THE NAME OF CONSTRUCTIONS AND BUILDINGS

Bostandyk Region

Scale 1:500

Zharokov Street, 210/1

Data

Director

Surveyor

Contractor

Object Topographic survey

10/23/2019

Owner

Sabirov S.M.

Sagidullaev J.Kh.

Baizhan J.R.

LLP "Integra Engineering Group"

Topographic map L-23-4

Note:

Domestic supplyВ1

Sewage systemК1

Format А2

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

HS-2

Plan of heating networks.

Sc.: 1: 500. Sections 1-1, 2-2, 3-3.

Heating network

Electric lineW

LLP "AlmatyGeoCenter"

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 .A g re e d

A g re e d

C h a p te r G P

C h a p te r E S

C h a p te r E W S

E s e n k u lo v

Z h u s u p o v

A u b a k ir o v

.1

.1

.1

Ch ap te r H S R C

.1

N a b ie v Z

Ch ap te r O R

CS

.1

A m ir k u lo v D

11.19

11.19

11.19

11.19

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text А/1

AutoCAD SHX Text Б/2

AutoCAD SHX Text Б/1

М

Section Number horizontal 1:500 vertical 1:100

Slope,%

Length m

Proposed grade of ground

Top elevation of the pipeline including the insulation

Existing grade of ground

Trench invert level, channel base

Detailed plan

866.00

865.00

864.00

863.00

867.00

869.00

Channel Type / Pipe Diameter /

Outer Jacket Diameter

868.00

ТК 2V

existing

890.00 9

HS-3

Longitudinal profile of heating networks

N1 N2

UP1 UP2

-2.500 867.95

Exist. buildingUT-1 UT-1 UT-1

UP5

KazCent

N6

866.90

W

W

867.21

K D N

LONGITUDINAL PROFILE OF HEAT NETWORKS

.7

.0

.2

.5

.9

.0

1.

08.5 9.0 5.0 8.611.52 .3

.5

.5

.6

.1

.9

.5

.4

.9

.7

.2

.0

.6

.4

.0

.5

.0

30 68 68 6830 30 30

.5

.1

.1

.5

.1

4.1

K D

N

2 - 2

Т1;Т2 89х4/160 KL 60х45

N3 N4

N5

UP3 UP4

P1

.9

.1

.7

.9

.8

.7

.5

.5

1 - 1

Т1;Т2 108х4/180 KL 90х45

1.

.09.0 4.0 9.5

23 23 23 23

.1

.6

.9

.4

.8

.3

.6

.1

.5

.1

W

0.5

.5

.5

.1

3 - 3

Т1;Т2 57х3.5/125 KL 60х45

4.5 9.0 1.

.6

.7

.3

.1

.2

.7

.2

.3

.8

49 49

K D

N

.8

.9

.4

3.0

1.2

3.3

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

Format А3

11.19

11.19

11.19

11.19

866.11866.13

865.43

Scheme of heat networks

Legends

Т1 - Supply pipeline

Т2 - Return pipe

- Ball valve

- Piping assembly

UT1

- Immovable support

N1

- Existing heat networks

∅ 89х4/160

- The pipeline element

- Riser with output cable

- Metal insulation plug

DN pipes, mm Type of movable support The interval distance between the

DN 100 Sliding support 108-1-PPU-PE 4.0

DN 80 Sliding support 89-1-PPU-PE 3.5

HS-4

Scheme of heating networks.

Existing

DN 50 Sliding support 57-1-PPU-PE 3.0 building

KazCent supports in the channels, m

- Pipe outer diameter, thickness, polyethylene jacket outer diameter

- End element of the pipeline with end cable output and metal insulation plug

Т2

Т1

Т

Т

Т

Т

N5

Т1

Т2

UP3

UP4

i i

DN100

b.v.

DN20

air DN200 exist.

DN200

exist.

DN200

exist.

DN50

DN50

DK1

DN80

DN25

DN40 DN40

DN40 N4

N3

N2

N1

N6

Т2

Т1

Т2

Т1

Т1

Т2

Т

Т

UT-1

ТК 2V

exist.

Т1 Ø57х3.5/125

Т2 Ø57х3.5/125

Т1 Ø108х4/180

Т2 Ø108х4/180

Т1 Ø89х4/160

Т2 Ø89х4/160

UP5

UP1

UP2

К1

Т

Т i i i i i i

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

Format А2

Note:

1. For heating network plan, see sheet 2.

2. For sections 1-1, 2-2, 3-3, see sheet 2.

3. For longitudinal profile, see sheet 3.

11.19

11.19

HS-5

Detail of pipeline TK 2V (existing)

370 540 370

1280 1220

335335 330

Т1

∅108х4/180

Т2

∅108х4/180

867.96

866.70

866.86

866.25

3000 500

0865.66

Т1

∅219х6.0

( exist.)

Т2

∅219х6.0

( exist.)

Т1

∅219х6.0

( exist.)

Т2

∅219х6.0

( exist.)

DN200

DN200

Pit

500х500х500h

ТК 2V

existing

А - А

Т1,Т2

∅108х4/180

Т1,Т2

∅219х6.0

( exist.)

SPECIFICATION

Description Designation Qty.

Weight units kg.

Note

ТК 2V (exist.)

Full bore ball valve for welding DN100, PN = 2.5 MPa, tightness class "A" pcs 2 16.2

Full bore ball valve for welding DN20, PN = 2.5 MPa, tightness class "A" pcs 2 1.3 air

GOST 17375-2001 Elbow P45° 108х4 pcs 2 1.2

3 GOST 30732-2006

Insulation metal plug with output cable

St108-1-PPU-PE-650K pcs

108х4 GOST10704-91

V-20 GOST10705-80

Pipeline DN100 m 5.0 10.26

BBF/KSF-V-HS

BBF/KSF-V-HS

А

А

GOST 17375-2001 Elbow P90° 108х4 pcs 2 2.5

867.16

Item

No.

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

Format А3

Note:

1. For heating network plan, see sheet 2.

2. For section 1-1, see sheet 2.

3. For longitudinal profile, see sheet 3.

11.19

11.19

Note:

1. For heating network plan, see sheet 2.

2. For sections 1-1, 2-2, 3-3, see sheet 2.

3. For longitudinal profile, see sheet 3.

UT-1

Full bore ball valve for welding DN80, PN = 2.5 MPa, tightness class "A" pcs 2 11.5

Full bore ball valve for welding DN32, PN = 2.5 MPa, tightness class "A" pcs 4 3.3 Air Release Valve3

BBF/KSF-V-HS

BBF/KSF-V-HS

335 335330

Т1

∅57х3.5/125

Т2

∅57х3.5/125 Т1

∅89х4/160

Т2

∅89х4/160

Т1

∅108х4/180

Т2

∅108х4/180

DK 1

867.57

866.57

866.11

866.57

866.11

2000 500 i=0.03 864.76

DK1

∅1000

863.17

865.07

UT-1

А - А

АА

DN32

DN40

DN40

DN50

DN40

HS-6

Detail of pipeline UT-1 i= 0.

DN50

2 1

DN40 DN40

DN32

Full bore ball valve for welding DN50, PN = 2.5 MPa, tightness class "A" pcs

2 4.6BBF/KSF-V-HS

Full bore ball valve for welding DN32, PN = 2.5 MPa, tightness class "A" pcs 2 1.7 Air Release ValveBBF/KSF-V-HS

7 6

5 GOST 30732-2006

Insulation metal plug with output cable

St108-1-PPU-PE-650K pcs

8 Type of Series 5-903.13 в.1 Manifold fitting

108x4-45x2, 5-2, 5-TS-592-061 pcs 2 0.26

9 Type of Series 5-903.13 в.1 2 0.27

10 Type of Series 5-903.13 в.1 2 0.15

Manifold fitting

89x4-45x2.5-2.5-TS-592-060 pcs Manifold fitting

57х3-32х2-ТS-592-030 pcs

11 Type of Series 5-903.13 в.1 4 0.28 Manifold fitting

45х2,5-45х2,5-2,5-ТS-592-057 pcs

12 Type of Series 5-903.13 в.1 1 0.15 Manifold fitting

45х2,5-32х2-2,5-ТS-592-028 pcs

13 GOST 17375-2001

14 GOST 17376-2001

15 GOST 17375-2001

16 GOST 17375-2001

Riser 108х4 - 89x4 pcs

T Branch Pipe 108х4 - 89x4 pcs

2 0.9

2 2.2

Elbow P90° 89х4 pcs 2 1.5

Elbow P90° 57х3 pcs 9 0.5

108х4 GOST10704-91

V-20 GOST10705-80

Pipeline DN100 m 1.0 10.2617

89х4 GOST10704-91

V-20 GOST10705-80

Pipeline DN80 m 3.0 8.3818

57х3 GOST10704-91

V-20 GOST10705-80

Pipeline DN50 m 10.0 4.019

45х2.5 GOST10704-91

V-20 GOST10705-80

Pipeline DN40 m 7.0 12.6220

38х2.5 GOST10704-91

V-20 GOST10705-80

Pipeline DN32 m 4.0 1.8221

6 GOST 30732-2006

Insulation metal plug with output cable

St89-1-PPU-PE-650K pcs

7 GOST 30732-2006

Insulation metal plug with output cable

St57-1-PPU-PE-650K pcs

SPECIFICATION

Description Designation Qty.

Weight units kg.

Note

Item

No.

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

Format А3

11.19

11.19

B1 = 1000х 500х 200 mm.

1. Foam mortarblock size GOST 5742-76:

B-2 = 1200х 600х 200 mm.

2. When laying blocks, apply hot bitumen over the joints between them.

a diameter of at least d = 150 mm.

5. Instead of a channel (pos. 1) it is allowed to use a pipe with only on a suspension unit without installation of blocks.

4. At h> = 0,5 m according to this drawing, works are carried out cable with crushed stone and backfill, dismantle the suspension unit.

reuse and backfill the existing soil, fill the gap between the blocks and the electric

After completing the installation of the heating main, place the blocks, Continue digging in to the bottom of the trench ;

Hang the duct with the electric cable to the cross channels (item 1)

Install the remaining parts of the protective box;

Bring the bottom row of boards and channel (pos. 3);

Open the trench to the lower level of the electric cable;

3. Work procedure:

Designed 1700 (sec. 2)

HANGER ATTACHMENT DETAIL

R=10 15 ~50 pipeline b y p ro je ct

Н в

SECTION 2-2

CHANNEL INTERSECTION

Blocks

Crushed stone

Power cable h

3500 (sec.1) 3000 (sec.2) 2500 (sec.3)

5000 (sec.1) 4500 (sec.2) 4000 (sec.3)

KL & KLs classes

2 layers of hydro insulation applied on bitumen BN-III

Residual soil

GOST

o f b o a rd s

C o n s u m p ti o n

C ir cl e

G O S T

G O S T

C h a n n e l N

G O S T

T ie w ir e when H=1m

6.5185 3

3,8

3,2

6,5

5,5

20 7

2,4

1,7

3,5 2

18 5.5

18 4.5

1,4 б

The trench, 2,5 а m oN

L,m

2pcs.

8240-72

,5

,4

,3

,2

0,220,15 0,191,634,5 3

44,5

4,5 3

2,1

1,8

0,24

0,20

0,20

0,17

0,28

0,24

24,5

4,5 2

4,5 2

1,1

1,3

1.0 pcs.

Qty

4,5

,m pcs. S iz e V m

0,8

3m

0,13

0,15

0,11

0,11

0,12

0,09

0,15

0,17

0,13

0,10

S iz e V m

T im b e r, m

0,08 0,11

0,25

0,32

0,27

0,17

0,20

0,15

0,12 in two layers, Waterproofing

SPECIFICATION OF THE SUSPENSION UNIT

SPECIFICATION OF BUILDING MATERIALS

в

2400 2500

SECTION 1-1

filling Sand

The size of Channel pos.1

2КLs 120-120

2КLs 90-90

КLs 210-120

КLs 150-90

Beam 100х100

=800 1200 КL 120-60

КL 90-45

КL 60-45

Brand of the channel h=0.4m

Consumption of crushed stone, m3

0.86109.5 0.8 cables

1 line ofpos.4pos.3pos.2 pos.5

12.5

13.5

10 12

1.1

1.3

1.0

1.3

1.1

1.0

B-2,pcsB-1,pcs m2

15 2

- 8

5742-76

Class Class

Blocks GOST

0.6

0.7

0.5

0.6

0.7

0.5 at height of h=0.2m h=0.3m

1.6

2.6

2.2

2.0

1.2

1.4

1.0

2000 (sec. 1)

1400 (sec. 3)

The intersection of the heating system with an electric cable up to 35 kV.

(Suspension assembly) Sec. 1;

Designed pipeline

Qty at height of at height of cables

2 line of cables

3 line of cables

4 line of

S iz e V m

T im b e r, m

S iz e V m

T im b e r, m

T im b e r, m

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. Engineer Orazalin K. K.

HS-7

Format A2

11.19

11.19

11.19

11.19

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

HS-8

Road pavement construction.

Note

1. Backfill the trench under the asphalt-concrete pavement of roads to the entire depth with a gravel-sand mixture, with Ku = 0.98. Sealing is carried out at optimum humidity, with thorough layer-by-layer compaction with 20-30cm layers.2. Restore the upper asphalt layer to the full width of the road.

2. Restore the upper asphalt layer to the full width of the road.

Section of the route from TK -2V (exist.) to UT1

2.5 21 - - 2.5 21 - - - -

SPECIFICATION

Disassembling and restoring the top layer a / concrete coating H = 0.05m

Disassembly and restoration of the bottom layer of a / concrete coating

Disassembly and recovery side stone, m

Width roads, m

Length of the route, m Road sidewalk m

The width of the trench, m

Road Pavement

Type of 1 Type of 2

1:0.5

.1

0.15 0.10.1

Vehicular Road (City Type)

Type 1

District Roads Type 2

Side concrete stone GOST 26633-85

Concrete KLV 15 in accordance with GOST 26633-85

Pavement construction

Fine asphalt concrete according to GOST 9128-84, H = 0.035m Crushed stone Н=0,12

Compacted soil

Upper layer:

-Fine grade class I type Ba asphalt concrete on gravel M1200 BND 60/90 (ST RK 1225-2003)

Н = 0.05m

Bottom layer (on the trench):

-Highly porous coarse-grained asphalt concrete

(ST RK 1225-2003) grade I on bitumen BND 60/90

N = 0.10m

-Black basalt gravel with optimal mix

(ST RK 1215-2003) N = 0.12m

Gravel and sand mixture C6-40 (GOST 25607-94 *)

Hot dense fine-grained asphalt concrete grade 1 type B on bitumen

BND 60/90, ST RK 1225-2003 H = 0.05m

Hot porous coarse-grained asphalt concrete grade 1 on bitumen

BND 60/90 ST RK 1225-2003

Н=0.10 м Black basalt gravel with optimal mix

ST RK 1215-2003

H = 0.15 m Gravel-sand mixture C6-40 (GOST 25607-94)

Fertile layer

Length of the route, m Road

Type of 1 Type of 2 sidewalk m

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

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. EngineerOrazalin K. K.

Format А3

11.19

11.19

A x e

С О

10003451000

10006551000

К1

Axe

СО

Т2

Ø89х4/160

Т1

Ø89х4/160

Axe

СО

Axe

СО

Axe

СО

Т2

Ø89х4/160

Т1

Ø89х4/160

1 1

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group"

GSL No. 15018832

H92277-19-C-0004 - HS

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

N. Control Celebi B.

C. P. Engineer Orazalin K. K.

HS-9

U-compensator К1.

O r i g

I n v

N o

S i g n a n d

D a t e

R e p l I n v N o

SPECIFICATION

№ pos. Document Description Q-ty Weight, kg Note

ТК 2В (exist.)

1 Tap St. 89х4-90°-1-PPU-PE pcs. 8 24.0

2 Joint insulation kit 89/160 -PE pcs. 12BBF/KSF-V-HS

GOST30732-2006

11.19

11.19

11.19

Format A3

O r i g

I n v

N o

S i g n a n d

D a t e

R e p l I n v N o

Linked to the project N92277-19-S-0004-HS

Inv.No

Executor

Sheet HS-10

Akimbergenov

1. Sleeve penetrations shall be filed with mineral wool (600kg/m3) and waterproof mastic in accordance with GOST 10296-76.

2. Section of the Flanges shall be made of

40x40x5 L-steel while maintaining the design dimensions.

3. After mounting the sleeve, detachable parts shall be welded with the electrode

E42 GOST 9457-75. The welding thickness to be 5 mm.

5. The welding seam of the flange shall be cleaned and smoothed at the gasket sides.

6. The plug-in unit for sealing of heating pipe inlets is designed for existing heating lines, taking into account the seismicity up to 9 points.

7. For newly designed heating pipe inlets, the demonstrated sealing detail shall be made entirely, as maintaining the design dimensions.

Format A3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Various

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%C 4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text В

AutoCAD SHX Text В

AutoCAD SHX Text

AutoCAD SHX Text

GOST 5264-80

AutoCAD SHX Text

GOST 5264-80

AutoCAD SHX Text Sleeve

AutoCAD SHX Text

AutoCAD SHX Text Make a notch along the perimeter

AutoCAD SHX Text of the existing opening

AutoCAD SHX Text Buildings and Structures

AutoCAD SHX Text Existing Foundation of

AutoCAD SHX Text Concrete

AutoCAD SHX Text Existing Heating Channel

AutoCAD SHX Text В

AutoCAD SHX Text Pit | Basement

AutoCAD SHX Text Coat with 2 layers of bitumen

AutoCAD SHX Text

AutoCAD SHX Text Sheet

AutoCAD SHX Text Alma-Ata

AutoCAD SHX Text Sheets

AutoCAD SHX Text 725-1-Zh-81-OV

AutoCAD SHX Text RZHU of the Moscow district of the Almaty city

AutoCAD SHX Text Belousov

AutoCAD SHX Text Fedorova

AutoCAD SHX Text Popova

AutoCAD SHX Text Buchnev

AutoCAD SHX Text Fedorova

AutoCAD SHX Text Major repairs of the residential building

AutoCAD SHX Text Sealing of heat pipe inlets

AutoCAD SHX Text Main spec.

AutoCAD SHX Text Manager

AutoCAD SHX Text Drawn by

AutoCAD SHX Text Checked by

AutoCAD SHX Text Copied by

AutoCAD SHX Text Minzhilkomhoz Kaz.SSR

AutoCAD SHX Text Stage

AutoCAD SHX Text трп

AutoCAD SHX Text

AutoCAD SHX Text Section 1-1

AutoCAD SHX Text

PLAN

AutoCAD SHX Text А

AutoCAD SHX Text А

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text А

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text %%C1

AutoCAD SHX Text %%C3

AutoCAD SHX Text %%C2

AutoCAD SHX Text Section A-A

AutoCAD SHX Text View A

AutoCAD SHX Text Table of material consumption for existing building penetrations

AutoCAD SHX Text Section of pipe gasket

AutoCAD SHX Text Sleeve

AutoCAD SHX Text St.3 GOST

AutoCAD SHX Text 10704-76

AutoCAD SHX Text N

AutoCAD SHX Text п/

AutoCAD SHX Text п

AutoCAD SHX Text Description

AutoCAD SHX Text Material

AutoCAD SHX Text Heating System Pipes %%C mm

AutoCAD SHX Text 45 х 3

AutoCAD SHX Text 57 х 3

AutoCAD SHX Text 89х3,5

AutoCAD SHX Text 76 х 3

AutoCAD SHX Text 159х4,5

AutoCAD SHX Text 219х6

AutoCAD SHX Text 133х4

AutoCAD SHX Text 108х4

AutoCAD SHX Text В=280

AutoCAD SHX Text В=280

AutoCAD SHX Text В=280

AutoCAD SHX Text В=280

AutoCAD SHX Text В=400

AutoCAD SHX Text В=400

AutoCAD SHX Text В=400

AutoCAD SHX Text В=500

AutoCAD SHX Text 159х4,5

AutoCAD SHX Text 159х4,5

AutoCAD SHX Text 219х6

AutoCAD SHX Text 219х6

AutoCAD SHX Text 219х6

AutoCAD SHX Text 219х6

AutoCAD SHX Text 273х6

AutoCAD SHX Text 273х6

AutoCAD SHX Text %%C231

AutoCAD SHX Text х %%C151

AutoCAD SHX Text 0,11

AutoCAD SHX Text 0,033

AutoCAD SHX Text 0,039

AutoCAD SHX Text 0,045

AutoCAD SHX Text 0,049

AutoCAD SHX Text 0,055

AutoCAD SHX Text 0,063

AutoCAD SHX Text 0,07

AutoCAD SHX Text 0,076

AutoCAD SHX Text 19903-74

AutoCAD SHX Text St.3 GOST

AutoCAD SHX Text х %%C151

AutoCAD SHX Text %%C231

AutoCAD SHX Text х %%C221

AutoCAD SHX Text %%C279

AutoCAD SHX Text %%C279

AutoCAD SHX Text х %%C221

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AutoCAD SHX Text х %%C275

AutoCAD SHX Text %%C345

AutoCAD SHX Text х %%C275

AutoCAD SHX Text %%C345

AutoCAD SHX Text St.3

AutoCAD SHX Text Flange

AutoCAD SHX Text Support

AutoCAD SHX Text %%C and A

AutoCAD SHX Text

GOST

AutoCAD SHX Text 19903-74

AutoCAD SHX Text х 231

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text х 231

AutoCAD SHX Text х 279

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text х 279

AutoCAD SHX Text х 291

AutoCAD SHX Text

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AutoCAD SHX Text х 291

AutoCAD SHX Text х 345

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text х 345

AutoCAD SHX Text 2 pcs

AutoCAD SHX Text Ring of

AutoCAD SHX Text 8 pcs

AutoCAD SHX Text miner.wool

AutoCAD SHX Text Felt of the

AutoCAD SHX Text х %%C36

AutoCAD SHX Text %%C231

AutoCAD SHX Text %%C231

AutoCAD SHX Text х %%C55

AutoCAD SHX Text х %%C74

AutoCAD SHX Text %%C279

AutoCAD SHX Text %%C279

AutoCAD SHX Text х %%C87

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AutoCAD SHX Text х %%C112

AutoCAD SHX Text х %%C157

AutoCAD SHX Text %%C345

AutoCAD SHX Text %%C345

AutoCAD SHX Text х %%C217

AutoCAD SHX Text

GOST3733-70

AutoCAD SHX Text М 12х10

AutoCAD SHX Text Bolt 16pcs

AutoCAD SHX Text St.3 GOST

AutoCAD SHX Text 380-71

AutoCAD SHX Text 380-71

AutoCAD SHX Text St.3 GOST

AutoCAD SHX Text

GOST5919-73

AutoCAD SHX Text Nut 16pcs

AutoCAD SHX Text М 25

AutoCAD SHX Text miner. wool

AutoCAD SHX Text Package of

AutoCAD SHX Text m

AutoCAD SHX Text

AutoCAD SHX Text 4649-76

AutoCAD SHX Text

GOST

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete

AutoCAD SHX Text М 100

AutoCAD SHX Text 0,11

AutoCAD SHX Text 0,11

AutoCAD SHX Text 0,11

AutoCAD SHX Text 0,11

AutoCAD SHX Text 0,13

AutoCAD SHX Text 0,13

AutoCAD SHX Text 0,22

AutoCAD SHX Text %%C2, mm

AutoCAD SHX Text %%C3, mm

AutoCAD SHX Text %%C3, mm

AutoCAD SHX Text А

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text on Pushkin street 12

AutoCAD SHX Text

KAZREMZHILPROJECT

AutoCAD SHX Text Chief STB

AutoCAD SHX Text Saparov

AutoCAD SHX Text pipe gasket questionnaire document

1 2 3

Name and technicalPosi-tion characteristic

Type, brand, designation

4 65 87 9

QtyManufacturing plant

Equipment products, material code, unit of rement measu- Note

Mass unit, kg

Note:

For channels, heating manholes, drainage well, fixed supports; see drawings of RC Drawing Set.

SUBSURFACE

Pipes and piping parts pre-insulated

50,0 heat treated, pre-insulated

Electric welded seamless steel pipe, St 108x4-1-PPU-PE, with RRC m

92,0m

GOST 30732-2006

GOST 30732-2006Same, St 89x4-1-PPU-PE, with RRC 10,3

13,0

30,0mGOST 30732-2006The same, St 57h3. 5-1-PPU-PE, with RRC 6,6

Non-standard elbow bend R=1,0 DN, St 108x5-95° - PPU-PE, with RRC 31,02GOST 30732-2006

Standard elbow bend R=1,0 DN, St 108x5-90° - PPU-PE, with RRC 31,0pieces 2GOST 30732-2006

Standard elbow bend R=1,0 DN, St 89h5-90° - PPU-PE, with RRC 24,08GOST 30732-2006

Standard elbow bend R=1,0 DN, St 57x4-90° - PPU-PE, with RRC 13,02GOST 30732-2006

Non-standard elbow bend L1=1000mm, L2=1155mm, 24,02GOST 30732-2006

St 89h5-90° - PPU-PE, with RRC

Non-standard elbow bend L1=1000mm, L2=845mm, 24,02GOST 30732-2006

St 89x5-90 ° -PPU-PE, with RRC

Fixed support dielectric, 64,04GOST 30732-2006

St 108x4-315x16-1-PPU-PE-DE, with RRC

Fixed support dielectric, 53,06GOST 30732-2006

St 89x4-295x16-1-PPU-PE-DE, with RRC

Fixed support dielectric, 37,02GOST 30732-2006

St 57x3.5-255x16-1-PPU-PE-DE, with RRC

Sliding support 108-1-PPU-PE 14,214GOST 30732-2006

HS.SO-1

Specification of equipments, products and materials pieces pieces pieces pieces pieces pieces pieces pieces pieces

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Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

Drawn by

Checked by

WD

LLP

"Integra Engineering Group KZ"

GSL No. 15018832

H92277-19-C-0004 - HS.SO

Heating network

Facility: KazCent Conference Center

Address: Almaty City, Kazakhstan, Bostandyk (Kalinin) Region, Zharokov Street, 210/1

Nabiev Z.

Akimbergenov

Stand. ver. byCelebi B.

C. P. EngineerOrazalin K. K.

Format А3

11.19

11.19

1 2 3 4 65 87 9

HS.SO-2

Sliding support 89-1-PPU-PE 7,630GOST 30732-2006

Sliding support 57-1-PPU-PE 7,012GOST 30732-2006

Metal insulation plug, 108-PPU-PE-650 2GOST 30732-2006

Metal insulation plug, 89-PPU-PE-650 2GOST 30732-2006

Metal insulation plug, 57-PPU-PE-650 2GOST 30732-2006

Joint insulation kit 108/180-500 GOST 30732-2006 18

Joint insulation kit 89/160-500 GOST 30732-2006 32

Joint insulation kit 57/125-500 GOST 30732-2006 10

Protective screen ∅108 GOST 30732-2006 2

Protective screen ∅89 GOST 30732-2006 2

Protective screen ∅57 GOST 30732-2006 2

Wall inlet sleeve SV-180 GOST 30732-2006 2

Wall inlet sleeve SV-160 GOST 30732-2006 2

Wall inlet sleeve SV125 GOST 30732-2006 2

Fittings, pipes and piping parts

10,26Steel pipe, electric-welded straight-line-seam DN 100 mm 108х4 GOST10705-91 V20 GOST 1050-80 6,0m

8,38Steel pipe, electric-welded straight-line-seam DN 80 mm 89х4 GOST10705-91

V20 GOST 1050-80 3,0

4,0Steel pipe, electric-welded straight-line-seam DN 50 mm 57х3 GOST10705-91

V20 GOST 1050-80 10,0

1,82Steel pipe, electric-welded straight-line-seam DN 32 mm V20 GOST 1050-80 38х2,5 GOST 10705-80

4,0 Drain valve

2,62Steel pipe, electric-welded straight-line-seam DN 40 mm V20 GOST 1050-80 45х2,5 GOST 10705-80

7,0 Drain valve

33 2BBF/KSF-V-HSFull bore ball valve with handle DN100,Ru-2.5MPa

2BBF/KSF-V-HSFull bore ball valve with handle DN80,Ru-2.5MPa

2BBF/KSF-V-HSFull bore ball valve with handle DN50,Ru-2.5MPa

4BBF/KSF-V-HSFull bore ball valve with handle DN40,Ru-2.5MPa

2BBF/KSF-V-HSFull bore ball valve with handle DN32,Ru-2.5MPa

2BBF/KSF-V-HSFull bore ball valve with handle DN20,Ru-2.5MPa

16,2

11,5

4,6

3,3

1,7

1,3 questionnaire document

Name and technicalPosi-tion characteristic

Type, brand, designation

QtyManufacturing plant

Equipment products, material code, unit of rement measu- Note

Mass unit, kg pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces m m m m

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

Qty. Doc.NoRev. Sheet Sign. Date

Sheet

H92277-19-C-0004 - HS.SO

Format А3

1 2 3 4 65 87 9

Format А3

Short-radius elbow P 90° 108х4 2 2,5GOST 17375-2001

Short-radius elbow P 90° 89х4 2 1,5GOST 17375-2001

Short-radius elbow P 90° 57х3 9 0,5GOST 17375-2001

Riser 108х4 - 89x4 2 0,9GOST 17375-2001

Branch sleeve 108х4 - 89x4 2 2,2GOST 17376-2001

TS 592-061

Series 5.903-13, album 1, part 2 2 0,26Set-on 108х4-45х2,5

TS 592-060

2 0,27Set-on 89х4-45х2,5

TS 592-030

2 0,15Set-on 57х3-32х2

TS 592-057

4 0,28Set-on 45х2,5-45х2,5

TS 592-028

1 0,15Set-on 45х2,5-32х2

Other

The intersection of the heating system with an electric cable voltage up to 35 kW. Suspension assembly. (sec.1)

1set See sheet 7

Road pavement construction. 1set See sheet 8

Welded joints with 100% quality control by non-corrasive method:

20- for DN50

- for DN100

- for DN80

Dismantling and installation of an existing elevator unit 1

Opening a hole by 600x450 for registeration to existing building 1 questionnaire document

Name and technicalPosi-tion characteristic

Type, brand, designation

QtyManufacturing plant

Equipment products, material code, unit of rement measu- Note

Mass unit, kg pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces pieces

Series 5.903-13, album 1, part 2

Series 5.903-13, album 1, part 2

Series 5.903-13, album 1, part 2

Series 5.903-13, album 1, part 2

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

HS.SO-3Qty. Doc.NoRev. Sheet Sign. Date

Sheet

H92277-19-C-0004 - HS.SO

Sealed inlet into the building ∅80 1

Sealed inlet into the building ∅50 1 pieces pieces

See sheet 10

See sheet 10