15. 100% Design KAZCENT - RC.pdf

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 r e e d

A g r e e d

C h a p te r A R

S a la m a to v .1

.1

C h a p te r M S

B e re z in a

C h a p te r H V A C

Is a e v a

.1

C h a p te r W S

Is a e v a

.1

C h a p te r E O M

S a d y ro v

C h a p te r H S

N a b ie v

.1

.1

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

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

General Information

RC-1.1 20

Drawn by

GKP

Berezina

Aralbaev

GIP Orazalin K.

GAP

Celebi B.Norm.Control

Kovalenko J. 11.19

11.19

11.19

11.19 11.19

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. K.K.

AutoCAD SHX Text

2. Architectural and structural solutions. Architectural and structural solutions. For the relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which the relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which the relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which relative elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which elevation, ±0.000 is adopted as finished floor level of the 1-st floor, which ±0.000 is adopted as finished floor level of the 1-st floor, which ±0.000 is adopted as finished floor level of the 1-st floor, which is adopted as finished floor level of the 1-st floor, which is adopted as finished floor level of the 1-st floor, which adopted as finished floor level of the 1-st floor, which adopted as finished floor level of the 1-st floor, which as finished floor level of the 1-st floor, which as finished floor level of the 1-st floor, which finished floor level of the 1-st floor, which finished floor level of the 1-st floor, which floor level of the 1-st floor, which floor level of the 1-st floor, which level of the 1-st floor, which level of the 1-st floor, which of the 1-st floor, which of the 1-st floor, which the 1-st floor, which the 1-st floor, which 1-st floor, which 1-st floor, which floor, which floor, which which 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 KazCent Conference Center is a single story building with a mezzanine floor, which KazCent Conference Center is a single story building with a mezzanine floor, which Conference Center is a single story building with a mezzanine floor, which Conference Center is a single story building with a mezzanine floor, which Center is a single story building with a mezzanine floor, which Center is a single story building with a mezzanine floor, which is a single story building with a mezzanine floor, which is a single story building with a mezzanine floor, which a single story building with a mezzanine floor, which a single story building with a mezzanine floor, which single story building with a mezzanine floor, which single story building with a mezzanine floor, which story building with a mezzanine floor, which story building with a mezzanine floor, which building with a mezzanine floor, which building with a mezzanine floor, which with a mezzanine floor, which with a mezzanine floor, which a mezzanine floor, which a mezzanine floor, which mezzanine floor, which mezzanine floor, which floor, which floor, which which which covers approximately 1/3 of the total foot area of the building. The building is rectangular in plan approximately 1/3 of the total foot area of the building. The building is rectangular in plan approximately 1/3 of the total foot area of the building. The building is rectangular in plan 1/3 of the total foot area of the building. The building is rectangular in plan 1/3 of the total foot area of the building. The building is rectangular in plan of the total foot area of the building. The building is rectangular in plan of the total foot area of the building. The building is rectangular in plan the total foot area of the building. The building is rectangular in plan the total foot area of the building. The building is rectangular in plan total foot area of the building. The building is rectangular in plan total foot area of the building. The building is rectangular in plan foot area of the building. The building is rectangular in plan foot area of the building. The building is rectangular in plan area of the building. The building is rectangular in plan area of the building. The building is rectangular in plan of the building. The building is rectangular in plan of the building. The building is rectangular in plan the building. The building is rectangular in plan the building. The building is rectangular in plan building. The building is rectangular in plan building. The building is rectangular in plan The building is rectangular in plan The building is rectangular in plan building is rectangular in plan building is rectangular in plan is rectangular in plan is rectangular in plan rectangular in plan rectangular in plan in plan in plan plan plan with the dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a the dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a the dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a dimensions of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a of 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a 30.15x14.55 m, as column grids are 5.85 x 6.825 m. The design includes a m, as column grids are 5.85 x 6.825 m. The design includes a m, as column grids are 5.85 x 6.825 m. The design includes a as column grids are 5.85 x 6.825 m. The design includes a as column grids are 5.85 x 6.825 m. The design includes a column grids are 5.85 x 6.825 m. The design includes a column grids are 5.85 x 6.825 m. The design includes a grids are 5.85 x 6.825 m. The design includes a grids are 5.85 x 6.825 m. The design includes a are 5.85 x 6.825 m. The design includes a are 5.85 x 6.825 m. The design includes a 5.85 x 6.825 m. The design includes a 5.85 x 6.825 m. The design includes a x 6.825 m. The design includes a x 6.825 m. The design includes a 6.825 m. The design includes a 6.825 m. The design includes a m. The design includes a m. The design includes a The design includes a The design includes a design includes a design includes a includes a includes a a a large conference room, which could be divided into 3 smaller conference rooms with movable wall conference room, which could be divided into 3 smaller conference rooms with movable wall conference room, which could be divided into 3 smaller conference rooms with movable wall room, which could be divided into 3 smaller conference rooms with movable wall room, which could be divided into 3 smaller conference rooms with movable wall which could be divided into 3 smaller conference rooms with movable wall which could be divided into 3 smaller conference rooms with movable wall could be divided into 3 smaller conference rooms with movable wall could be divided into 3 smaller conference rooms with movable wall be divided into 3 smaller conference rooms with movable wall be divided into 3 smaller conference rooms with movable wall divided into 3 smaller conference rooms with movable wall divided into 3 smaller conference rooms with movable wall into 3 smaller conference rooms with movable wall into 3 smaller conference rooms with movable wall 3 smaller conference rooms with movable wall 3 smaller conference rooms with movable wall smaller conference rooms with movable wall smaller conference rooms with movable wall conference rooms with movable wall conference rooms with movable wall rooms with movable wall rooms with movable wall with movable wall with movable wall movable wall movable wall wall wall panels. The large conference room has a stage at the north end and mezzanine floor at the The large conference room has a stage at the north end and mezzanine floor at the The large conference room has a stage at the north end and mezzanine floor at the large conference room has a stage at the north end and mezzanine floor at the large conference room has a stage at the north end and mezzanine floor at the conference room has a stage at the north end and mezzanine floor at the conference room has a stage at the north end and mezzanine floor at the room has a stage at the north end and mezzanine floor at the room has a stage at the north end and mezzanine floor at the has a stage at the north end and mezzanine floor at the has a stage at the north end and mezzanine floor at the a stage at the north end and mezzanine floor at the a stage at the north end and mezzanine floor at the stage at the north end and mezzanine floor at the stage at the north end and mezzanine floor at the at the north end and mezzanine floor at the at the north end and mezzanine floor at the the north end and mezzanine floor at the the north end and mezzanine floor at the north end and mezzanine floor at the north end and mezzanine floor at the end and mezzanine floor at the end and mezzanine floor at the and mezzanine floor at the and mezzanine floor at the mezzanine floor at the mezzanine floor at the floor at the floor at the at the at the the the south end. The conference rooms are technically and functionally designed as they can be used as end. The conference rooms are technically and functionally designed as they can be used as end. The conference rooms are technically and functionally designed as they can be used as The conference rooms are technically and functionally designed as they can be used as The conference rooms are technically and functionally designed as they can be used as conference rooms are technically and functionally designed as they can be used as conference rooms are technically and functionally designed as they can be used as rooms are technically and functionally designed as they can be used as rooms are technically and functionally designed as they can be used as are technically and functionally designed as they can be used as are technically and functionally designed as they can be used as technically and functionally designed as they can be used as technically and functionally designed as they can be used as and functionally designed as they can be used as and functionally designed as they can be used as functionally designed as they can be used as functionally designed as they can be used as designed as they can be used as designed as they can be used as as they can be used as as they can be used as they can be used as they can be used as can be used as can be used as be used as be used as used as used as as as merged or separately. The lobby area is longitudinal extending from cloak room to south (side) or separately. The lobby area is longitudinal extending from cloak room to south (side) or separately. The lobby area is longitudinal extending from cloak room to south (side) separately. The lobby area is longitudinal extending from cloak room to south (side) separately. The lobby area is longitudinal extending from cloak room to south (side) The lobby area is longitudinal extending from cloak room to south (side) The lobby area is longitudinal extending from cloak room to south (side) lobby area is longitudinal extending from cloak room to south (side) lobby area is longitudinal extending from cloak room to south (side) area is longitudinal extending from cloak room to south (side) area is longitudinal extending from cloak room to south (side) is longitudinal extending from cloak room to south (side) is longitudinal extending from cloak room to south (side) longitudinal extending from cloak room to south (side) longitudinal extending from cloak room to south (side) extending from cloak room to south (side) extending from cloak room to south (side) from cloak room to south (side) from cloak room to south (side) cloak room to south (side) cloak room to south (side) room to south (side) room to south (side) to south (side) to south (side) south (side) south (side) (side) (side) entrance. Building and all common areas (except the mezzanine) will be accessible by disabled Building and all common areas (except the mezzanine) will be accessible by disabled Building and all common areas (except the mezzanine) will be accessible by disabled and all common areas (except the mezzanine) will be accessible by disabled and all common areas (except the mezzanine) will be accessible by disabled all common areas (except the mezzanine) will be accessible by disabled all common areas (except the mezzanine) will be accessible by disabled common areas (except the mezzanine) will be accessible by disabled common areas (except the mezzanine) will be accessible by disabled areas (except the mezzanine) will be accessible by disabled areas (except the mezzanine) will be accessible by disabled (except the mezzanine) will be accessible by disabled (except the mezzanine) will be accessible by disabled the mezzanine) will be accessible by disabled the mezzanine) will be accessible by disabled mezzanine) will be accessible by disabled mezzanine) will be accessible by disabled will be accessible by disabled will be accessible by disabled be accessible by disabled be accessible by disabled accessible by disabled accessible by disabled by disabled by disabled disabled disabled people. Two main entrance doors and three emergency exits will be led by ramps with proper Two main entrance doors and three emergency exits will be led by ramps with proper Two main entrance doors and three emergency exits will be led by ramps with proper main entrance doors and three emergency exits will be led by ramps with proper main entrance doors and three emergency exits will be led by ramps with proper entrance doors and three emergency exits will be led by ramps with proper entrance doors and three emergency exits will be led by ramps with proper doors and three emergency exits will be led by ramps with proper doors and three emergency exits will be led by ramps with proper and three emergency exits will be led by ramps with proper and three emergency exits will be led by ramps with proper three emergency exits will be led by ramps with proper three emergency exits will be led by ramps with proper emergency exits will be led by ramps with proper emergency exits will be led by ramps with proper exits will be led by ramps with proper exits will be led by ramps with proper will be led by ramps with proper will be led by ramps with proper be led by ramps with proper be led by ramps with proper led by ramps with proper led by ramps with proper by ramps with proper by ramps with proper ramps with proper ramps with proper with proper with proper proper proper slope. Structure- Structural system of the building will be pre-fabricated metal facility. The entire steel structure will be located on reinforced concrete foundations consist of stem walls, pedestals, tie columns, footings, and mat foundation (concrete class B25, steel reinforcement A-III). The total depth of the foundation will be 2800 mm from the floor finish level. The foundation walls will be insulated and wrapped with vapor barrier from the exterior side of the stem wall. Thus, there will not be any insulation underlying the slab on grade. Below slab on grade, there will Below slab on grade, there will be vapor retarder above the gravel compaction. Structural elements will not be exposed after the Structural elements will not be exposed after the completion of architectural finishing. Slab on grade will be cast-in-place reinforced B-25 concrete with the thickness of 125 mm, with the reinforcement of Class A-III. All concrete and reinforced concrete structures in contact with the soil must be made of All concrete and reinforced concrete structures in contact with the soil must be made of concrete cl.B25 with the Class of water resistance W4, frost resistance F50. Horizontal waterproofing of a layer of cement-sand mortar composition 1:2 thickness of 20 mm. Vertical waterproofing - coating of surfaces in contact with the soil by hot bitumen 2 times.

AutoCAD SHX Text

1. General General 1.1. Basis of Design Basis of Design This architectural set is developed on the basis of: Technical Assigment (TZ) given by the customer, All associated data in topographical survey provided by Almaty Geocenter at the date of 05.02.2019, All associated data in engineering and geodethic survey by Almaty Geocenter at the date of 14.03.2019, Nature and climatic conditions of the construction region according to the Republican building codes: SNiP RK 2.04-01-2001 "Building climatology" SNiP RK 3.02-07-2014 ''Public buildings and structures'' SNiP RK 2.02-05-2009 "Fire safety of buildings and structures", SNiP RK 5.04-23-2002 "Steel Structures and standard of planning" 1.2 Geotechnical Data The combination of climate-forming factors causes the predominance of hot dry combination of climate-forming factors causes the predominance of hot dry combination of climate-forming factors causes the predominance of hot dry of climate-forming factors causes the predominance of hot dry of climate-forming factors causes the predominance of hot dry climate-forming factors causes the predominance of hot dry climate-forming factors causes the predominance of hot dry factors causes the predominance of hot dry factors causes the predominance of hot dry causes the predominance of hot dry causes the predominance of hot dry the predominance of hot dry the predominance of hot dry predominance of hot dry predominance of hot dry of hot dry of hot dry hot dry hot dry dry dry weather with sharp seasonal and daily fluctuations in air temperature. Summer is hot, with sharp seasonal and daily fluctuations in air temperature. Summer is hot, with sharp seasonal and daily fluctuations in air temperature. Summer is hot, sharp seasonal and daily fluctuations in air temperature. Summer is hot, sharp seasonal and daily fluctuations in air temperature. Summer is hot, seasonal and daily fluctuations in air temperature. Summer is hot, seasonal and daily fluctuations in air temperature. Summer is hot, and daily fluctuations in air temperature. Summer is hot, and daily fluctuations in air temperature. Summer is hot, daily fluctuations in air temperature. Summer is hot, daily fluctuations in air temperature. Summer is hot, fluctuations in air temperature. Summer is hot, fluctuations in air temperature. Summer is hot, in air temperature. Summer is hot, in air temperature. Summer is hot, air temperature. Summer is hot, air temperature. Summer is hot, temperature. Summer is hot, temperature. Summer is hot, Summer is hot, Summer is hot, is hot, is hot, hot, hot, winter is moderately cold, mild. Spring and summer are heavy raining.Climatic data on the is moderately cold, mild. Spring and summer are heavy raining.Climatic data on the is moderately cold, mild. Spring and summer are heavy raining.Climatic data on the moderately cold, mild. Spring and summer are heavy raining.Climatic data on the moderately cold, mild. Spring and summer are heavy raining.Climatic data on the cold, mild. Spring and summer are heavy raining.Climatic data on the cold, mild. Spring and summer are heavy raining.Climatic data on the mild. Spring and summer are heavy raining.Climatic data on the mild. Spring and summer are heavy raining.Climatic data on the Spring and summer are heavy raining.Climatic data on the Spring and summer are heavy raining.Climatic data on the and summer are heavy raining.Climatic data on the and summer are heavy raining.Climatic data on the summer are heavy raining.Climatic data on the summer are heavy raining.Climatic data on the are heavy raining.Climatic data on the are heavy raining.Climatic data on the heavy raining.Climatic data on the heavy raining.Climatic data on the raining.Climatic data on the raining.Climatic data on the data on the data on the on the on the the the meteorological station of Almaty: (Code specification of RK 2.04-01-2017) Climate region: III-B; Snow district - II; Snow load 0.7 (70) kPa (kgf / m2); The average rainfall for November to March is 249mm; The average rainfall for April-October is 429mm; Absolute minimum air temperature (- 37,7 ° C); The absolute maximum air temperature is (+ 43.4 ° C); The direction of the wind in the southern part of the territory is largely due to the direction of the wind in the southern part of the territory is largely due to the direction of the wind in the southern part of the territory is largely due to the of the wind in the southern part of the territory is largely due to the of the wind in the southern part of the territory is largely due to the the wind in the southern part of the territory is largely due to the the wind in the southern part of the territory is largely due to the wind in the southern part of the territory is largely due to the wind in the southern part of the territory is largely due to the in the southern part of the territory is largely due to the in the southern part of the territory is largely due to the the southern part of the territory is largely due to the the southern part of the territory is largely due to the southern part of the territory is largely due to the southern part of the territory is largely due to the part of the territory is largely due to the part of the territory is largely due to the of the territory is largely due to the of the territory is largely due to the the territory is largely due to the the territory is largely due to the territory is largely due to the territory is largely due to the is largely due to the is largely due to the largely due to the largely due to the due to the due to the to the to the the the mountain-valley circulation as a result of this the winds of the south, southeast and circulation as a result of this the winds of the south, southeast and circulation as a result of this the winds of the south, southeast and as a result of this the winds of the south, southeast and as a result of this the winds of the south, southeast and a result of this the winds of the south, southeast and a result of this the winds of the south, southeast and result of this the winds of the south, southeast and result of this the winds of the south, southeast and of this the winds of the south, southeast and of this the winds of the south, southeast and this the winds of the south, southeast and this the winds of the south, southeast and the winds of the south, southeast and the winds of the south, southeast and winds of the south, southeast and winds of the south, southeast and of the south, southeast and of the south, southeast and the south, southeast and the south, southeast and south, southeast and south, southeast and southeast and southeast and and and southwest is predominant. The normative freezing depth of soil for sand clay is 0.79 m, for is predominant. The normative freezing depth of soil for sand clay is 0.79 m, for is predominant. The normative freezing depth of soil for sand clay is 0.79 m, for predominant. The normative freezing depth of soil for sand clay is 0.79 m, for predominant. The normative freezing depth of soil for sand clay is 0.79 m, for The normative freezing depth of soil for sand clay is 0.79 m, for The normative freezing depth of soil for sand clay is 0.79 m, for normative freezing depth of soil for sand clay is 0.79 m, for normative freezing depth of soil for sand clay is 0.79 m, for freezing depth of soil for sand clay is 0.79 m, for freezing depth of soil for sand clay is 0.79 m, for depth of soil for sand clay is 0.79 m, for depth of soil for sand clay is 0.79 m, for of soil for sand clay is 0.79 m, for of soil for sand clay is 0.79 m, for soil for sand clay is 0.79 m, for soil for sand clay is 0.79 m, for for sand clay is 0.79 m, for for sand clay is 0.79 m, for sand clay is 0.79 m, for sand clay is 0.79 m, for clay is 0.79 m, for clay is 0.79 m, for is 0.79 m, for is 0.79 m, for 0.79 m, for 0.79 m, for m, for m, for for for clayey sand it is 0.96 m, for macro fragmental soil is 1.17 m. Geomorphologically, the site is located within the sub montane sloping plain, extending the site is located within the sub montane sloping plain, extending the site is located within the sub montane sloping plain, extending site is located within the sub montane sloping plain, extending site is located within the sub montane sloping plain, extending is located within the sub montane sloping plain, extending is located within the sub montane sloping plain, extending located within the sub montane sloping plain, extending located within the sub montane sloping plain, extending within the sub montane sloping plain, extending within the sub montane sloping plain, extending the sub montane sloping plain, extending the sub montane sloping plain, extending sub montane sloping plain, extending sub montane sloping plain, extending montane sloping plain, extending montane sloping plain, extending sloping plain, extending sloping plain, extending plain, extending plain, extending extending extending to the north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with the north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with the north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with north of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with of the piedmont of the Zailiyskiy Alatau. The area is located in the zone with the piedmont of the Zailiyskiy Alatau. The area is located in the zone with the piedmont of the Zailiyskiy Alatau. The area is located in the zone with piedmont of the Zailiyskiy Alatau. The area is located in the zone with piedmont of the Zailiyskiy Alatau. The area is located in the zone with of the Zailiyskiy Alatau. The area is located in the zone with of the Zailiyskiy Alatau. The area is located in the zone with the Zailiyskiy Alatau. The area is located in the zone with the Zailiyskiy Alatau. The area is located in the zone with Zailiyskiy Alatau. The area is located in the zone with Zailiyskiy Alatau. The area is located in the zone with Alatau. The area is located in the zone with Alatau. The area is located in the zone with The area is located in the zone with The area is located in the zone with area is located in the zone with area is located in the zone with is located in the zone with is located in the zone with located in the zone with located in the zone with in the zone with in the zone with the zone with the zone with zone with zone with with with seismic hazard according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. hazard according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. hazard according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. according to the Code specification of RK 2.03-30-2017 - 9 (nine) points. to the Code specification of RK 2.03-30-2017 - 9 (nine) points. to the Code specification of RK 2.03-30-2017 - 9 (nine) points. the Code specification of RK 2.03-30-2017 - 9 (nine) points. the Code specification of RK 2.03-30-2017 - 9 (nine) points. Code specification of RK 2.03-30-2017 - 9 (nine) points. Code specification of RK 2.03-30-2017 - 9 (nine) points. specification of RK 2.03-30-2017 - 9 (nine) points. specification of RK 2.03-30-2017 - 9 (nine) points. of RK 2.03-30-2017 - 9 (nine) points. of RK 2.03-30-2017 - 9 (nine) points. RK 2.03-30-2017 - 9 (nine) points. RK 2.03-30-2017 - 9 (nine) points. 2.03-30-2017 - 9 (nine) points. 2.03-30-2017 - 9 (nine) points. - 9 (nine) points. - 9 (nine) points. 9 (nine) points. 9 (nine) points. (nine) points. (nine) points. points. points. The type of ground conditions of the construction site is II (second) according to t.6.1 of type of ground conditions of the construction site is II (second) according to t.6.1 of type of ground conditions of the construction site is II (second) according to t.6.1 of of ground conditions of the construction site is II (second) according to t.6.1 of of ground conditions of the construction site is II (second) according to t.6.1 of ground conditions of the construction site is II (second) according to t.6.1 of ground conditions of the construction site is II (second) according to t.6.1 of conditions of the construction site is II (second) according to t.6.1 of conditions of the construction site is II (second) according to t.6.1 of of the construction site is II (second) according to t.6.1 of of the construction site is II (second) according to t.6.1 of the construction site is II (second) according to t.6.1 of the construction site is II (second) according to t.6.1 of construction site is II (second) according to t.6.1 of construction site is II (second) according to t.6.1 of site is II (second) according to t.6.1 of site is II (second) according to t.6.1 of is II (second) according to t.6.1 of is II (second) according to t.6.1 of II (second) according to t.6.1 of II (second) according to t.6.1 of (second) according to t.6.1 of (second) according to t.6.1 of according to t.6.1 of according to t.6.1 of to t.6.1 of to t.6.1 of t.6.1 of t.6.1 of of of the code specification of RK 2.03-30-2017. The ground waters during the survey period by code specification of RK 2.03-30-2017. The ground waters during the survey period by code specification of RK 2.03-30-2017. The ground waters during the survey period by specification of RK 2.03-30-2017. The ground waters during the survey period by specification of RK 2.03-30-2017. The ground waters during the survey period by of RK 2.03-30-2017. The ground waters during the survey period by of RK 2.03-30-2017. The ground waters during the survey period by RK 2.03-30-2017. The ground waters during the survey period by RK 2.03-30-2017. The ground waters during the survey period by 2.03-30-2017. The ground waters during the survey period by 2.03-30-2017. The ground waters during the survey period by The ground waters during the survey period by The ground waters during the survey period by ground waters during the survey period by ground waters during the survey period by waters during the survey period by waters during the survey period by during the survey period by during the survey period by the survey period by the survey period by survey period by survey period by period by period by by by wells were 10.0-15.0m deep. The finished floor level of the 1-st floor is adopted as the relative elevation 869.20. finished floor level of the 1-st floor is adopted as the relative elevation 869.20. finished floor level of the 1-st floor is adopted as the relative elevation 869.20. floor level of the 1-st floor is adopted as the relative elevation 869.20. floor level of the 1-st floor is adopted as the relative elevation 869.20. level of the 1-st floor is adopted as the relative elevation 869.20. level of the 1-st floor is adopted as the relative elevation 869.20. of the 1-st floor is adopted as the relative elevation 869.20. of the 1-st floor is adopted as the relative elevation 869.20. the 1-st floor is adopted as the relative elevation 869.20. the 1-st floor is adopted as the relative elevation 869.20. 1-st floor is adopted as the relative elevation 869.20. 1-st floor is adopted as the relative elevation 869.20. floor is adopted as the relative elevation 869.20. floor is adopted as the relative elevation 869.20. is adopted as the relative elevation 869.20. is adopted as the relative elevation 869.20. adopted as the relative elevation 869.20. adopted as the relative elevation 869.20. as the relative elevation 869.20. as the relative elevation 869.20. the relative elevation 869.20. the relative elevation 869.20. relative elevation 869.20. relative elevation 869.20. elevation 869.20. elevation 869.20. 869.20. 869.20. The building elevation is determined with the general layout plan and it is compatible with building elevation is determined with the general layout plan and it is compatible with building elevation is determined with the general layout plan and it is compatible with elevation is determined with the general layout plan and it is compatible with elevation is determined with the general layout plan and it is compatible with is determined with the general layout plan and it is compatible with is determined with the general layout plan and it is compatible with determined with the general layout plan and it is compatible with determined with the general layout plan and it is compatible with with the general layout plan and it is compatible with with the general layout plan and it is compatible with the general layout plan and it is compatible with the general layout plan and it is compatible with general layout plan and it is compatible with general layout plan and it is compatible with layout plan and it is compatible with layout plan and it is compatible with plan and it is compatible with plan and it is compatible with and it is compatible with and it is compatible with it is compatible with it is compatible with is compatible with is compatible with compatible with compatible with with with the elevation of surrounding structures and facilities. All geodethic and climatic data is elevation of surrounding structures and facilities. All geodethic and climatic data is elevation of surrounding structures and facilities. All geodethic and climatic data is of surrounding structures and facilities. All geodethic and climatic data is of surrounding structures and facilities. All geodethic and climatic data is surrounding structures and facilities. All geodethic and climatic data is surrounding structures and facilities. All geodethic and climatic data is structures and facilities. All geodethic and climatic data is structures and facilities. All geodethic and climatic data is and facilities. All geodethic and climatic data is and facilities. All geodethic and climatic data is facilities. All geodethic and climatic data is facilities. All geodethic and climatic data is All geodethic and climatic data is All geodethic and climatic data is geodethic and climatic data is geodethic and climatic data is and climatic data is and climatic data is climatic data is climatic data is data is data is is is considered during the development of the design. 1.3 Classification and Values of the Building Functional fire hazard - Class Ф2.1. 2.1. Class of structural fire hazard of the building - C3. Fire resistance category: IVa. The building Importance Class - technically simple facility of II (normal) Importance Class. Fire hazard class of building structures - K0. Category of the building by explosion and fire hazard - Д.Д..

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

General Information (Concluded)

RC-1.2 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text Note

AutoCAD SHX Text List

AutoCAD SHX Text Description

AutoCAD SHX Text List of the Working Drawings

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Diagram of the Foundation Pit

AutoCAD SHX Text General Information

AutoCAD SHX Text Foundation Layout at -2.800 (Formwork Drawing)

AutoCAD SHX Text Sections 1-1, 2-2

AutoCAD SHX Text

AutoCAD SHX Text Foundation Layout at -2.800 (Top and Bottom Reinforcement)

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 1.2

AutoCAD SHX Text General Information (Concluded)

AutoCAD SHX Text Section 1-1. Sections А-А, Б-Б, В-В, Г-Г, Д-Д

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Foundation Layout at -2.800 ( Additional Bottom Reinforcement)

AutoCAD SHX Text Section A-A. Specification of the Elements of the Foundation

AutoCAD SHX Text Layout of the Stemwalls and Foundations for Steel Columns (Formwork Drawing)

AutoCAD SHX Text Details 3, 4, 5, 6. Specification of the Elements of the Stemwalls

AutoCAD SHX Text Grids С1.....С12

AutoCAD SHX Text Specification of the Elements of the Grids С1....С12

AutoCAD SHX Text Foundation FM1. Foundation Beam BM1

AutoCAD SHX Text Layout of the Foundations ,Stemwalls and Foundation Beams at -0,220

AutoCAD SHX Text Slab on Grade Layout at -0,120

AutoCAD SHX Text Sections 1-1, 2-2. Specification of the Elements of the Slab on GradeSpecification of the Elements of the Slab on Grade

AutoCAD SHX Text Layout of the Slab at +3,380

AutoCAD SHX Text Sectoins 1-1...3-3. Frame КR1

AutoCAD SHX Text Layout of the Stemwalls and Foundations for Steel Columns (Reinforcing)

AutoCAD SHX Text Sections 1-1....7-7.Details 1, 2

1. Read this sheet together with sheets 1...20

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Diagram of the Foundation Pit

RC-2 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text 29250

AutoCAD SHX Text -2,900

AutoCAD SHX Text 866,30

AutoCAD SHX Text Bottom of the Pit

AutoCAD SHX Text 868,15

AutoCAD SHX Text 868,97

AutoCAD SHX Text 868,25

AutoCAD SHX Text 867,25

AutoCAD SHX Text 867,90

AutoCAD SHX Text 867,88

AutoCAD SHX Text 867,88

AutoCAD SHX Text 867,90

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text В

AutoCAD SHX Text А

AutoCAD SHX Text 867,88

AutoCAD SHX Text Boundary of the Foundation

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Boundary of the Foundation

AutoCAD SHX Text Boundary of the Foundation

AutoCAD SHX Text Boundary of the Foundation

AutoCAD SHX Text Diagram of the Foundation Pit

1. Read this sheet together with sheets 3Read this sheet together with sheets 3

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Sections 1-1, 2-2

RC-3 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text %%USection 1-1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 868,15

AutoCAD SHX Text 867,25

AutoCAD SHX Text Ground level

AutoCAD SHX Text 866,30

AutoCAD SHX Text 866,30

AutoCAD SHX Text 866,30

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text А

AutoCAD SHX Text В

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text Ground level

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text %%USection 2-2

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 868,97

AutoCAD SHX Text 867,25

AutoCAD SHX Text 866,30

AutoCAD SHX Text 866,30

AutoCAD SHX Text 866,30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text Ground level

AutoCAD SHX Text Ground level

AutoCAD SHX Text Bottom

AutoCAD SHX Text of the Pit

AutoCAD SHX Text

1. For the relative elevation, ±0.000 is adopted as finished floor level of the 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. The elevations of the corners of the pit are adopted as existing elevations. 2. On the site of the construction plot, existing soil layers are as following: On the site of the construction plot, existing soil layers are as following: rubble soil with a dusty-clay filler poorly moist with a capacity of 0.6-0.9 m, medium-hard sand clay with the inclusion of land waste from 1,0m to 1,2m with layers of pebble with a capacity of 0.4m. The total capacity of existing soil is 0.6-1.2 m. Between the depth of 1.3-2.9 m, all wells are observed with pebble soils including boulders with an open capacity of 8.7-12.9 m. The below of the foundations according to geological survey is considered as pebble soils with the inclusion of boulders. Pebble soils are with the following physical and mechanical properties: - soil density ρ II =2,00 g/cm3; soil density ρ II =2,00 g/cm3; ρ II =2,00 g/cm3; II =2,00 g/cm3; - angle of natural slope φ II =43°; φ II =43°; II =43°; - deformation modulus E=50.0 MPa. Ground water at the depth of 10.0-15.0 m from the surface of the earth is not observed. According to Chemical Analysis, soils are non-saline (ST RK 2.01-101-2013). The degree of sulphate aggressiveness of the soil for the Class W4 concrete of Portland cement - non-aggressive to slightly aggressive. To reinforced concrete structures (chloride content) soils are non-aggressive. Normative depth of soil freezing is - 1.17 m. 3. Before the start the construction of the foundation, with the presence of a geologist and representatives, technical supervision will be conducted to inspect the bottom of the pit in order to check the compliance with elevations. 5. Location of the access ramp to excavation pit will be determined in the development of the production project works (PPW).

AutoCAD SHX Text

1. Read this sheet together with sheets 1...20Read this sheet together with sheets 1...20

Foundation Layout at el. -2.800 (Formwork Drawing)

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

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Foundation Layout at -2.800 (Formwork Drawing)

RC-4 20

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

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

AutoCAD SHX Text

AutoCAD SHX Text Б

AutoCAD SHX Text А

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text Б

AutoCAD SHX Text Б

AutoCAD SHX Text А

AutoCAD SHX Text А

AutoCAD SHX Text Г

AutoCAD SHX Text Г

AutoCAD SHX Text А

AutoCAD SHX Text А

AutoCAD SHX Text Б

AutoCAD SHX Text Б

AutoCAD SHX Text В

AutoCAD SHX Text В

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text А/1

AutoCAD SHX Text Б

AutoCAD SHX Text Б

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Г

AutoCAD SHX Text Г

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Д

AutoCAD SHX Text Б/2

AutoCAD SHX Text Б/1

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

-2.800

-2.400

0.000

-2.800(866.40)

-2.400(866.80)

-0.050(869.15)

-1.250

-0.420(868.70)

Section 1 - 1

(867.95)

(866.40)

(869.20)

(866.80)

-0.120

Stage Sheet Sheets

Qty. Doc.NoRev. Sheet Sign. Date

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Section 1-1 Section А-А, Б-Б, В-В, Г-Г, Д-Д

RC-5 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

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 Stemwall

AutoCAD SHX Text Stemwall

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text Foundation

AutoCAD SHX Text

AutoCAD SHX Text Б-Б

AutoCAD SHX Text +0.000

AutoCAD SHX Text +0.150

AutoCAD SHX Text -0.120

AutoCAD SHX Text -2.400

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text В

AutoCAD SHX Text Mirrored

AutoCAD SHX Text Stemwall

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text А

AutoCAD SHX Text А-А

AutoCAD SHX Text +0.000

AutoCAD SHX Text +0.150

AutoCAD SHX Text -0.120

AutoCAD SHX Text -2.400

AutoCAD SHX Text В

AutoCAD SHX Text Mirrored

AutoCAD SHX Text -0.220

AutoCAD SHX Text Stemwall

AutoCAD SHX Text Pedestal of the

AutoCAD SHX Text metal column

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text 4/1

AutoCAD SHX Text В-В

AutoCAD SHX Text +0.000

AutoCAD SHX Text +0.150

AutoCAD SHX Text -0.120

AutoCAD SHX Text -2.400

AutoCAD SHX Text -0.220

AutoCAD SHX Text -0.720

AutoCAD SHX Text Foundation beam

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text Foundation of the

AutoCAD SHX Text metal column

AutoCAD SHX Text Д-Д

AutoCAD SHX Text -0.070

AutoCAD SHX Text

AutoCAD SHX Text -2.400

AutoCAD SHX Text Stemwall

AutoCAD SHX Text Slab on grade

AutoCAD SHX Text -0.120

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text А

AutoCAD SHX Text В

AutoCAD SHX Text Mirrored

AutoCAD SHX Text Г-Г

AutoCAD SHX Text +0.000

AutoCAD SHX Text -0.120

AutoCAD SHX Text

AutoCAD SHX Text -2.400

AutoCAD SHX Text А

AutoCAD SHX Text Stemwall

AutoCAD SHX Text Slab on grade

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

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

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Foundation Layout at -2.800 (Top and Bottom Reinforcing)

RC-6 20

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

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 А

AutoCAD SHX Text А

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text А/1

AutoCAD SHX Text 1(Main reinforcement)

AutoCAD SHX Text %%C10АIII Distance: 200

AutoCAD SHX Text Б/2

AutoCAD SHX Text Б/1

Foundation Layout at -2.800 (Additional Bottom Reinforcement)

Qty. Doc.NoRev. Sheet Sign. Date

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Foundation Layout at -2.800 (Additional Bottom Reinforcement)

RC-7 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

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 А

AutoCAD SHX Text А

AutoCAD SHX Text 5/1

AutoCAD SHX Text 4/1

AutoCAD SHX Text А/1

AutoCAD SHX Text 1(Main reinforcing)

AutoCAD SHX Text %%C10АIII Distance: 200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text

AutoCAD SHX Text st.200

AutoCAD SHX Text Б/2

AutoCAD SHX Text Б/1

Qty. Doc.NoRev. Sheet Sign. Date

WD

"Integra Engineering Group KZ"

LLP

Format А3

H92277-19-C-0004 - RC

KazCent Conference Center

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

Section A-A. Specification of the Elements of the Foundation

RC-8 20

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

Drawn by

GKP

Berezina

Aralbaev

Celebi B.Norm.Control

11.19

11.19 11.19

AutoCAD SHX Text 0,617

AutoCAD SHX Text Note

AutoCAD SHX Text Weight, AutoCAD SHX Text kg

AutoCAD SHX Text Description

AutoCAD SHX Text Pos.

AutoCAD SHX Text Specification of the elements of the foundation

AutoCAD SHX Text Documents

AutoCAD SHX Text

AutoCAD SHX Text (m3)

AutoCAD SHX Text Concrete В25

AutoCAD SHX Text 9980,0

AutoCAD SHX Text

AutoCAD SHX Text кg/м

AutoCAD SHX Text

GOST 5781-82*

AutoCAD SHX Text L=r.m.

AutoCAD SHX Text

Ф10АIII,

AutoCAD SHX Text

AutoCAD SHX Text

Ф16АIII,

AutoCAD SHX Text L=380

AutoCAD SHX Text 0,6

AutoCAD SHX Text

AutoCAD SHX Text 480,0кg

AutoCAD SHX Text 6157,66кg

AutoCAD SHX Text 191,8

AutoCAD SHX Text

GOST 5781-82*

AutoCAD SHX Text

AutoCAD SHX Text

GOST 5781-82*

AutoCAD SHX Text L=1650

AutoCAD SHX Text

Ф14АIII,

AutoCAD SHX Text (m3)

AutoCAD SHX Text 49,0

AutoCAD SHX Text Concrete В7,5

AutoCAD SHX Text Lean

AutoCAD SHX Text concrete

AutoCAD SHX Text

AutoCAD SHX Text 86,0кg

AutoCAD SHX Text Qty

AutoCAD SHX Text %%UFoundation

AutoCAD SHX Text 2,0

AutoCAD SHX Text elements

AutoCAD SHX Text GOST 5781-82*, see list of the

AutoCAD SHX Text

8AI L=16001600

AutoCAD SHX Text 0.63

AutoCAD SHX Text

AutoCAD SHX Text

GOST 5781-82*

AutoCAD SHX Text L=2240

AutoCAD SHX Text

Ф16АIII,

AutoCAD SHX Text

AutoCAD SHX Text

GOST 5781-82*

AutoCAD SHX Text L=2240

AutoCAD SHX Text

Ф12АIII,

AutoCAD SHX Text 3,54

AutoCAD SHX Text

AutoCAD SHX Text 297,36кg

AutoCAD SHX Text

AutoCAD SHX Text 41,79кg

AutoCAD SHX Text 1,99

AutoCAD SHX Text

AutoCAD SHX Text 500,85кg

AutoCAD SHX Text

A…