14. 100% Design KAZCENT - MS.pdf

PDF 5 MB Posted Mar 8, 2022

Attached to: Solicitation: Project KAZCENT CONFERENCE CENTER Almaty, Kazakhstan
Solicitation number: W5J9JE-22-R-0004
Issued by: Department of the Army Corps of Engineers

About this file

Written by GovTribe AI · Dec 27, 2023

This is a solicitation for a firm-fixed-price design-bid-build construction contract to build a prefabricated metal training facility in Almaty, Kazakhstan. The U.S. Army Corps of Engineers seeks to construct a conference center consisting of a large conference room that can divide into three smaller rooms. The project magnitude is estimated between $1 million to $5 million. The construction period is approximately 270 calendar days from notice to proceed. The North American Industry Classification System code is 236220 for industrial building construction. The Project Service Code is Y1JZ for construction of miscellaneous buildings. The solicitation is full and open competition and unrestricted. Performance and payment bonds will be required.

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Other files

File	Type	Posted
W5J9JE22R0004-0005 Amendment 0005 28 Apr 22.pdf	PDF	Apr 28, 2022
31. Projnet Kazcent Final Q&A 24 April 2022.pdf.pdf	PDF	Apr 24, 2022
W5J9JE22R004-0004 Amendment 0004 24 April 2022.pdf	PDF	Apr 24, 2022
31.1 Projnet Bidder Inquiry Attachment to ID#9701431.pdf	PDF	Apr 24, 2022
23. Sol_Permits & Background Info.pdf	PDF	Apr 16, 2022
30. Projnet Questions and Answers 16 April 2022.pdf	PDF	Apr 16, 2022
23. Permits and Background Info.pdf	PDF	Apr 16, 2022
22. KazCENT Conference Center Almaty Cost Breakdown.xlsx	XLSX spreadsheet	Apr 16, 2022
29. Attachment 5_BLG Template.docx	DOCX document	Apr 16, 2022
26. Site Pictures 21-31.pdf	PDF	Apr 16, 2022
W5J9JE22R0004-0003 16 APRIL 22 (Amendment 0003).pdf	PDF	Apr 16, 2022
2. PPQ Attachment.pdf	PDF	Apr 16, 2022
28. Attachment 4_BLA Template.docx	DOCX document	Apr 16, 2022
24. Site Pictures 1-10.pdf	PDF	Apr 16, 2022
27. SOW-KACENT 14APR2022.pdf	PDF	Apr 16, 2022
1. Project Summary Form.pdf	PDF	Apr 16, 2022
25. Site Pictures 11-20.pdf	PDF	Apr 16, 2022
W5J9JE22R00040002 (amendment 0002).pdf	PDF	Apr 4, 2022
W5J9JE-22-R-0004-0001 (Amendment).pdf	PDF	Mar 8, 2022
13. 100% Design KAZCENT - WS.pdf	PDF	Mar 8, 2022
8. 100% Design KAZCENT - GP.pdf	PDF	Mar 8, 2022
12. 100% Design KAZCENT - HVAC.pdf	PDF	Mar 8, 2022
20. 100% Design KAZCENT - ORCS.pdf	PDF	Mar 8, 2022
16. 100% Design KAZCENT -EWS.pdf	PDF	Mar 8, 2022
7. 100% Design KAZCENT - AR.pdf	PDF	Mar 8, 2022
17. 100% Design KAZCENT - ES.pdf	PDF	Mar 8, 2022
15. 100% Design KAZCENT - RC.pdf	PDF	Mar 8, 2022
10. 100% Design KAZCENT - LC.pdf	PDF	Mar 8, 2022
21. 100% Design KAZCENT - CPD.pdf	PDF	Mar 8, 2022
18. 100% Design KAZCENT - HS.pdf	PDF	Mar 8, 2022
9. 100% Design KAZCENT - EOM.pdf	PDF	Mar 8, 2022
11. 100% Design KAZCENT - TE.pdf	PDF	Mar 8, 2022
19. 100% Design KAZCENT - HSRC.pdf	PDF	Mar 8, 2022
6. Site map location.pdf	PDF	Mar 6, 2022
4. Site pictures 12 Jul 2021.pdf	PDF	Mar 6, 2022
W5J9JE-22-R-0004_Kazcent Conference Center Solicitation.pdf	PDF	Mar 6, 2022
5. Pictures of demolish works.pdf	PDF	Mar 6, 2022

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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

Almaty, 2020

_февраль

A g re e d

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General Information

1. Working drawings of the KM set is developed on the basis of the technical task for design issued by the customer and relevant departments. The construction site is located Zharokova st. 210/1 , Bostandyk district of Almaty.

2. The project is designed for the climatic sub-district with the following characteristics:

a) absolute minimum air temperature (- 25 ° C);

b) normative snow load So=0.7 kPa;

c) normative wind pressure Wo= 0,38 kPa;

d) seismic zone according to the SP RK 2.03-30-2017 - 9 (nine) points;

e) updated value of the seismicity of the site in accordance with SP RK 2.03.30-2017 - 9(nine) points;

f) category of soils by seismic properties - II;

• Degree of fire resistance - IVa

• Level of responsibility -II(normal).

For the relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which corresponds to the absolute elevation of 869.20m given by the general layout.

Layout- KazCent Conference Center is a single story building with a mezzanine floor, which covers approximately 1/3 of the total foot area of the building. The building is rectangular in plan with the dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m.

The structural scheme - frame - binding steel frame. Spatial rigidity and geometric stability of the main frame system is provided by hinged clamping of columns in the foundations and rigid connection of the overlaped and linked beams with columns, vertical links of the columns and horizontal links and spacers in the level of roof beams.

3. Calculation of structures is performed in accordance with the requirements of chapters SNiP RK 5.04-23-2002

"Steel structures. Design standards." and SNiP 2.01.07-85* "Loads and impacts". The development of KM drawings is to perform in accordance with the requirements of chapters SNiP RK 5.04-23-2002 and SNiP RK 5.04-18-2002.

4. The construction materials are specified in the technical specification of the metal components.

5. Manufactured connections of structural elements - welded. Installation: on the mounting bolts and welding. Bolts of accuracy class B according to GOST 7798-70, strength class 5.8. Nuts of strength class 4, electrodes of type E46A according to GOST 5915-70. Washers according to GOST 11371-78*. Materials for welding to be taken according to

Table 55, the design resistance of the weld joints to be taken according to table 56, the legs of the welds by the calculation, but not less than specified in table 39, SNiP RK 5.04-23-2002.

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Qty. Doc.NoRev. Sheet Sign. Date

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

General Information

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6. In the nodes with the use of permanent bolts shall be taken to prevent loose of the screws by installing the lock nuts

GOST 5915-70* or spring washers according to GOST 6402-70*.

7. All mounting joints and assemblies must be cleaned, primed and painted after completion of all installation work.

8. Protection of steel structures against corrosion: Measures for corrosion and fire protection of steel structures, apply two layers of enamel PF-115 GOST 6465-76 on two layers of soil GF-021 GOST 25129-82. Work for corrosion protection to be in accordance with the requirements of the OST RK 7.20.01-2005, OSTRC 7.20.02 - 2005 SN RK

2.01-01-2013 "Protection of building designs against corrosion".

9. In the manufacture, storage, transportation, acceptance and installation of steel structures, it shall be guided by the instructions given in GOST 23118-99 and SNiP RK 5.04-18-2002. To conduct works shall be according to the project of the working production with observance of the requirements of SNiP RK 5.04-18-2002.

10. Antiseismic measure. Seismic activity in the area of construction identified in the technical report on engineering-geological surveys carried out by LLP "AlmatyGeoCentr", the initial seismicity of the area is 9 points.

Category of soils within the construction site- II(second). In this case, in accordance with table 6.2 SP RK 2.03-30-2017, the specified value of seismicity of the construction site to perform structural antiseismic measures taken as 9 (nine) points.

11. Fire protection of metal structures.

The metal structures shall be coated with the fire retardant coating, with fire resistance rating of R-60.

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AutoCAD SHX Text This project is developed in accordance with the state regulatory requirements and interstate standards in force in the Republic of Kazakhstan, and provides for measures to ensure explosion safety, fire safety, accessibility of people with limited mobility, environmental and sanitary requirements for the operation of the building. Chief Project Engineer: Orazalin K.K.

AutoCAD SHX Text Documents

AutoCAD SHX Text Description

AutoCAD SHX Text Note

AutoCAD SHX Text The list of reference and attached documents

AutoCAD SHX Text SNiP 2.01.07-85*

AutoCAD SHX Text "Loads and impacts"

AutoCAD SHX Text

SP RK 5.01-102-2013

AutoCAD SHX Text "Foundations of buildings and structures"

AutoCAD SHX Text "Corrosion protection of building structures"

AutoCAD SHX Text

SP RK 2.04-01-2017

AutoCAD SHX Text "Building climatology"

AutoCAD SHX Text

SN RK 2.01-01-2013

AutoCAD SHX Text SNiP RK 5.04-23-2002

AutoCAD SHX Text "Steel structure. Design standards."

AutoCAD SHX Text

SP RK 2.03-30-2017

AutoCAD SHX Text "Construction in seismic regions of Kazakhstan»

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Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

"Integra Engineering Group KZ"

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Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

General Information (Concluded)

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AutoCAD SHX Text 3.2

AutoCAD SHX Text Base columns K1, K2, CF1. Details 1, 2, 3

AutoCAD SHX Text Technical specification of metal

AutoCAD SHX Text List of the loads

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AutoCAD SHX Text Layout of the metal elements of the outer staircase

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AutoCAD SHX Text Sections 1-1, 2-2

AutoCAD SHX Text Layout of the beams of the slab at +3,230. Section 6-6

AutoCAD SHX Text Layout of the beams of frames, tie beams and purlins for attachment of partitions, equipments, and stained glass

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AutoCAD SHX Text Layout of the purlins of the roof

AutoCAD SHX Text Geometric scheme of the column K1

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AutoCAD SHX Text Geometric scheme of the beam BC1

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AutoCAD SHX Text Layout of the roof bracing

AutoCAD SHX Text General Information

AutoCAD SHX Text General Information (Concluded)

AutoCAD SHX Text Technical specification of metal (Concluded) (Concluded)

1. Read this sheet together with sheets 1 to 16.

Layout of the Columns on the Ground -0,120 ƒ

+0.000

+7.900

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-0.120

+0.150

Bottom of Metal S.

+8.465

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+0.150

Bottom of Metal S.

+7.900

+3.250

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H92277-19-C-0004 - MS

KazCent Conference Center

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

List of the loads

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1.Read this sheet together with sheets 1 to 16.

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Qty. Doc.NoRev. Sheet Sign. Date

"Integra Engineering Group KZ"

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Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Technical specification of metal

MS-3.1 17

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H92277-19-C-0004 - MS

KazCent Conference Center

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

Technical specification of metal (Concluded)

MS-3.2 17

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AutoCAD SHX Text

2. In the technical specification, the weights of the metal is given without 3%%% to clarify the weights in the drawings of KM and 1%%% of welding material.

The Layout of Columns at Elevation -0,120

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer

GF-021 according to GOST 25129-82.

4. Sections 1-1 to 5-5, see on sheets 6,7,8.

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H92277-19-C-0004 - MS

KazCent Conference Center

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

General Information (Concluded)

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AutoCAD SHX Text N

AutoCAD SHX Text tc

AutoCAD SHX Text М х/у

AutoCAD SHX Text tc m

AutoCAD SHX Text Support forces

AutoCAD SHX Text tc

AutoCAD SHX Text Note

AutoCAD SHX Text Section

AutoCAD SHX Text Item

AutoCAD SHX Text Sketch

AutoCAD SHX Text Brand

AutoCAD SHX Text Composition

AutoCAD SHX Text -t=14

AutoCAD SHX Text С245

AutoCAD SHX Text List of the elements

AutoCAD SHX Text К1

AutoCAD SHX Text Q

AutoCAD SHX Text 30К2

AutoCAD SHX Text К2

AutoCAD SHX Text С245

AutoCAD SHX Text 30Sh1

AutoCAD SHX Text

CF1

AutoCAD SHX Text С245

AutoCAD SHX Text

AutoCAD SHX Text -12х200

AutoCAD SHX Text

AutoCAD SHX Text 300~650

AutoCAD SHX Text -5,8

AutoCAD SHX Text 1,8

AutoCAD SHX Text -5,94

AutoCAD SHX Text 2,55

AutoCAD SHX Text -8,88

AutoCAD SHX Text 8,42

AutoCAD SHX Text -31,4

AutoCAD SHX Text 5,98

0,99

Forces of the Foundation at the top level

Diagram of forces

1. The Y-Axis direction is the same as the axis direction

2. Forces are applied to the centre of gravity of the sub-column

N kom

Design forces (t.tm.)

31,4

2,3

2,6

1. Read this sheet together with sheets 1 to 16.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes e-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Base columns K1, K2, CF1. Details 1, 2, 3

MS-5 17

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text Base of the column К1

AutoCAD SHX Text

AutoCAD SHX Text 2,3,4,5

AutoCAD SHX Text А

AutoCAD SHX Text В

AutoCAD SHX Text

AutoCAD SHX Text -0,220

AutoCAD SHX Text А

AutoCAD SHX Text В

AutoCAD SHX Text -0,120

AutoCAD SHX Text Top of

AutoCAD SHX Text Foundation

AutoCAD SHX Text Bottom of

AutoCAD SHX Text metal

AutoCAD SHX Text Anchor

AutoCAD SHX Text Bolt М30

AutoCAD SHX Text %%U1-1

AutoCAD SHX Text Column К1

AutoCAD SHX Text t=10

AutoCAD SHX Text t=30

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text t=10

AutoCAD SHX Text Cement

AutoCAD SHX Text mortar

AutoCAD SHX Text С245

AutoCAD SHX Text Base of the column К2

AutoCAD SHX Text

AutoCAD SHX Text Digital Axe

AutoCAD SHX Text Letter Axe

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text t=20

AutoCAD SHX Text t=10

AutoCAD SHX Text

AutoCAD SHX Text Digital Axe

AutoCAD SHX Text Column К2

AutoCAD SHX Text -0,220

AutoCAD SHX Text -0,120

AutoCAD SHX Text t=10

AutoCAD SHX Text t=30

AutoCAD SHX Text С245

AutoCAD SHX Text %%U2-2

AutoCAD SHX Text Top of

AutoCAD SHX Text Foundation

AutoCAD SHX Text Bottom of

AutoCAD SHX Text metal

AutoCAD SHX Text Anchor

AutoCAD SHX Text Bolt М20

AutoCAD SHX Text Cement

AutoCAD SHX Text mortar

AutoCAD SHX Text Base of the column CF1

AutoCAD SHX Text

AutoCAD SHX Text Letter Axe

AutoCAD SHX Text 1,6

AutoCAD SHX Text -0,220

AutoCAD SHX Text

AutoCAD SHX Text -0,120

AutoCAD SHX Text Column CF1

AutoCAD SHX Text t=10

AutoCAD SHX Text t=20

AutoCAD SHX Text С245

AutoCAD SHX Text Mirrored

AutoCAD SHX Text

AutoCAD SHX Text %%U3-3

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text С245

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text С245

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text t=20

AutoCAD SHX Text С245

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text Anchor

AutoCAD SHX Text Bolt М24

AutoCAD SHX Text Top of

AutoCAD SHX Text Foundation

AutoCAD SHX Text Bottom of

AutoCAD SHX Text metal

AutoCAD SHX Text Cement

AutoCAD SHX Text mortar

AutoCAD SHX Text +Qy

AutoCAD SHX Text +Mx

AutoCAD SHX Text +N

AutoCAD SHX Text +My

AutoCAD SHX Text +Qx

AutoCAD SHX Text y x

+0.000

+7.900

+10.150

-0.120

+0.150

Bottom of the Metal S.

+8.465

+0.000

+7.900

+10.150

-0.120

+0.150

+8.465

+3.800

Bottom of the Metal S.

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes e-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Sections 1-1, 2-2

MS-6 17

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text 1 - 1

AutoCAD SHX Text К1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text Det.I

AutoCAD SHX Text s.17

AutoCAD SHX Text Уз.II

AutoCAD SHX Text л.17

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

PR2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text %%U2 - 2

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text Det.III

AutoCAD SHX Text s.17

AutoCAD SHX Text Det.IV

AutoCAD SHX Text s.16

AutoCAD SHX Text Det.V

AutoCAD SHX Text s.17

AutoCAD SHX Text

PR2

AutoCAD SHX Text Brand

AutoCAD SHX Text pf steel

AutoCAD SHX Text Group

AutoCAD SHX Text of str.

AutoCAD SHX Text N

AutoCAD SHX Text тс

AutoCAD SHX Text М х/у

AutoCAD SHX Text тс м

AutoCAD SHX Text Support forces

AutoCAD SHX Text тс

AutoCAD SHX Text Note

AutoCAD SHX Text Section

AutoCAD SHX Text N

AutoCAD SHX Text pos.

AutoCAD SHX Text Sketch

AutoCAD SHX Text Brand

AutoCAD SHX Text Composition

AutoCAD SHX Text -t=16

AutoCAD SHX Text С245

AutoCAD SHX Text List of elements

AutoCAD SHX Text

BC1

AutoCAD SHX Text Q

AutoCAD SHX Text

PC1

AutoCAD SHX Text С245

AutoCAD SHX Text

AutoCAD SHX Text -14х200

AutoCAD SHX Text

AutoCAD SHX Text 650~400

AutoCAD SHX Text

AutoCAD SHX Text 250~400

AutoCAD SHX Text

AutoCAD SHX Text -12х570

AutoCAD SHX Text -t=14

AutoCAD SHX Text -14х200

AutoCAD SHX Text С245

AutoCAD SHX Text

RC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

GC1

AutoCAD SHX Text С245

AutoCAD SHX Text 100х100х5

AutoCAD SHX Text Tr.

AutoCAD SHX Text 100х100х5

AutoCAD SHX Text Tr.

AutoCAD SHX Text 100х100х5

AutoCAD SHX Text Tr.

AutoCAD SHX Text

RC2

AutoCAD SHX Text С245

AutoCAD SHX Text 120х120х5

AutoCAD SHX Text Tr.

AutoCAD SHX Text

RC3

AutoCAD SHX Text С245

AutoCAD SHX Text 180х180х8

AutoCAD SHX Text Tr.

AutoCAD SHX Text

PR2

AutoCAD SHX Text 120х120х5

AutoCAD SHX Text Tr.

AutoCAD SHX Text С245

AutoCAD SHX Text

BF1

AutoCAD SHX Text 30Sh1

AutoCAD SHX Text С245

AutoCAD SHX Text 5,22

AutoCAD SHX Text 14,18

AutoCAD SHX Text -0,34

AutoCAD SHX Text 12,28

AutoCAD SHX Text 12,26

AutoCAD SHX Text 6,56

AutoCAD SHX Text 12,28

AutoCAD SHX Text 0,2

AutoCAD SHX Text 0,91

AutoCAD SHX Text 5,22

AutoCAD SHX Text -2,28

AutoCAD SHX Text 6,56

AutoCAD SHX Text 2,26

AutoCAD SHX Text 8,55

AutoCAD SHX Text 0,07

AutoCAD SHX Text 0,1

AutoCAD SHX Text 14,64

AutoCAD SHX Text 0,07

AutoCAD SHX Text 0,06

AutoCAD SHX Text -5,8

AutoCAD SHX Text 1,8

AutoCAD SHX Text -5,94

AutoCAD SHX Text 12,28

AutoCAD SHX Text 0,2

0,91

-0.120

+0.150

Bottom of Metal S.

+7.900

+3.250

-0.120

+10.150

+7.000

+0.000

+7.900

+10.150

-0.120

+0.150

+8.465

+3.800

+7.000

Bottom of Metal S.

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Sections 3-3, 4-4

MS-7 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes e-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4 - 4

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

PC1

AutoCAD SHX Text К1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text К2

AutoCAD SHX Text B1

AutoCAD SHX Text P1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text Det.VI

AutoCAD SHX Text s.17

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text В

AutoCAD SHX Text Б

AutoCAD SHX Text А

AutoCAD SHX Text 3 - 3

AutoCAD SHX Text

PR1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

RC1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text Det.V

AutoCAD SHX Text s.17

AutoCAD SHX Text Det.IV

AutoCAD SHX Text s.17

PR2

+0.150

Bottom of Metal S.

+7.900

+3.250

+10.150

-0.120

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Section 5-5. Details 4, 5, 6

MS-8 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes E-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text 5 - 5

AutoCAD SHX Text

CF1

AutoCAD SHX Text

CF1

AutoCAD SHX Text К1

AutoCAD SHX Text

PC1

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text К2

AutoCAD SHX Text B1

AutoCAD SHX Text P1

AutoCAD SHX Text

NC1

AutoCAD SHX Text

NC1

AutoCAD SHX Text Уз.VI

AutoCAD SHX Text л.17

AutoCAD SHX Text

AutoCAD SHX Text Base of the columns K1 and K2

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text t=20

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text

AutoCAD SHX Text В

AutoCAD SHX Text t=30

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text

AutoCAD SHX Text Base of the columns K2 and CF1

AutoCAD SHX Text Б

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Mirrored

AutoCAD SHX Text t=20

AutoCAD SHX Text С245

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text С245

AutoCAD SHX Text В

AutoCAD SHX Text

AutoCAD SHX Text Base of the columns K2 and CF1

AutoCAD SHX Text Б

AutoCAD SHX Text

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text -60х60х20

AutoCAD SHX Text С245

AutoCAD SHX Text t=10

AutoCAD SHX Text С245

AutoCAD SHX Text t=20

AutoCAD SHX Text С245

AutoCAD SHX Text М1

AutoCAD SHX Text Only at the place of

AutoCAD SHX Text installation of

AutoCAD SHX Text wall cross bracing

AutoCAD SHX Text Only at the place of

AutoCAD SHX Text installation of wall cross bracing

Layout of the Beams of the Slab at +3,230

+0.150

+3.230

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Layout of the beams of the slab at +3,230.

Section 6-6

MS-9 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes E-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

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/1

AutoCAD SHX Text

AutoCAD SHX Text B1

AutoCAD SHX Text B2

AutoCAD SHX Text B1

AutoCAD SHX Text B2

AutoCAD SHX Text Sleeve d133x4

AutoCAD SHX Text Sleeve d219x5

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text А/1

AutoCAD SHX Text 6 - 6

AutoCAD SHX Text К2

AutoCAD SHX Text B1

AutoCAD SHX Text Det.VII

AutoCAD SHX Text s.17

AutoCAD SHX Text Brand

AutoCAD SHX Text of steel

AutoCAD SHX Text Group

AutoCAD SHX Text of str.

AutoCAD SHX Text N

AutoCAD SHX Text tc

AutoCAD SHX Text М х/у

AutoCAD SHX Text tc m

AutoCAD SHX Text Support forced

AutoCAD SHX Text tc

AutoCAD SHX Text Note

AutoCAD SHX Text Section

AutoCAD SHX Text N

AutoCAD SHX Text pos.

AutoCAD SHX Text Sketch

AutoCAD SHX Text Brand

AutoCAD SHX Text Composition

AutoCAD SHX Text List of the elements

AutoCAD SHX Text Q

AutoCAD SHX Text B1

AutoCAD SHX Text B2

AutoCAD SHX Text 25B1

AutoCAD SHX Text 20U

AutoCAD SHX Text С245

AutoCAD SHX Text -1,45

AutoCAD SHX Text 6,84

AutoCAD SHX Text 5,38

AutoCAD SHX Text 0,22

AutoCAD SHX Text 0,51

-0,86

Layout of the Beams of Frames, Tie beams and Purlins for Attachment of Partitions, Equipments, and Stained Glasses 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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Layout of the beams of frames, tie beams and purlins for attachment of partitions, equipments, and stained glasses

MS-10 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes E-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

6. Contractor shall coordinate the location of partions and equipments prior to installation of their support beams.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text А/1

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

PC1

AutoCAD SHX Text

PC1

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

PR1

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

PR2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

PR2

Layout of the Roof Bracing 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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Layout of the roof bracing

MS-11 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes E-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text А/1

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC3

AutoCAD SHX Text

RC3

AutoCAD SHX Text Gc1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BF1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

BC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

VC1

AutoCAD SHX Text

PC1

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text

RC2

AutoCAD SHX Text Gc1

AutoCAD SHX Text

BF1

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Gc1

Access to Roof

Engineering Equipment

Layout of the Purlins of the Roof

1.Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

4. Contractor shall coordinate the location of partions and equipments prior to installation of their support beams.

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Layout of the purlins of the roof

MS-12 17

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

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AutoCAD SHX Text Support forced

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AutoCAD SHX Text List of the elements

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AutoCAD SHX Text -0,36

AutoCAD SHX Text -0,17

AutoCAD SHX Text 0,89

AutoCAD SHX Text 5,0

5,0

Bottom of the Metal S.

0.000

+7.900

-0.120

0.000

+7.900

Bottom of the Metal S.

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Geometric scheme of the column K1

MS-13 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes E-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text А

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AutoCAD SHX Text %%UColumn К1

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AutoCAD SHX Text Det.B

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ГОСТ 14771-76*

AutoCAD SHX Text А

AutoCAD SHX Text Seam with Full Pen.

AutoCAD SHX Text Б

AutoCAD SHX Text T9

GOST 14771-76*

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

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - MS

KazCent Conference Center

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

Geometric scheme of the beam BC1

MS-14 17

Drawn by

GKP

Berezina

Aralbaev

1. Read this sheet together with sheets 1 to 17.

2.Technical specification of metal components, see sheets 3, 3.1.

3. Welding work to be performed in accordance with the requirements of GOST 14098-91.

4. Welding lead electrodes e-42A GOST 9467-75, the weld leg will take the smallest thickness of the welded elements.

5. Apply anti-corrosion coating with two layers of enamel PF-115 according to GOST 6465-76 on two layers of primer GF-021 according to GOST 25129-82.

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text Mirrored

AutoCAD SHX Text %%UBeam BC1

AutoCAD SHX Text t10

AutoCAD SHX Text С245

AutoCAD SHX Text t14

AutoCAD SHX Text С245

AutoCAD SHX Text…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 8, 2022.