01 10 10_Att. 3 - Architectural Drawings.pdf

List of working drawings of main set of AB mark

Sheet Name Note

General data of working drawings (beginning)

List of working drawings of main set of AB mark (continued)

Sheet Name Note

General data of working drawings (continued)

General data of working drawings (continued)2

General data of working drawings (continued)3

General data of working drawings (list of rooms finishing)5

Foundation plan at elev.-2.160; -2.460; -3.060; -3.6606

Sections 1-1 ... 6-67

Sections 7-7 ... 12-128

Sections 13-13 ... 18-189

Sections 19-19 ... 22-2210

Sections 23-23 ... 25-2511

Specification of foundation elements

Brickwork plan at elev. -3.040. View A. View B. Part of partition support. Unit A

Plan at elev. -3.040

Brickwork plan at elev. 0.000. Part of partition fixing to reinforced concrete flooring. Part of partition support. View A. Insulation part of airlock

Plan at elev. 0.000

Brickwork plan at elev. +3.300. Unit A

Plan at elev. +3.300

Brickwork plan of garret. Extract of brickwork plan of garret on axes 1-2 and V-Ye at elev. +6.590

Garret plan. Garret plan extract on axes 1-2 and V-Ye at elev. +6.590

Elements schemes of window closing parts. Elements schemes of door closing parts

22 Elements specifications of window and door closing parts

Size A4x4

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SheetStage Sheets

Rev. Q-ty Signature Date

WD

Checked by

Controlled by

Chief designer

Developed by

KREDO BUD-PROEKT LTD

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Barrack building with administration offices

52-18-01-AB

General data of working drawings

(beginning)

23 Section 1-1. Unit A. Unit B

24 Section 2-2

25 Section 3-3

26 Facade 1-12

27 Facade K-A

28 Facade 12-1

29 Facade A-K

30 Flooring schedule

31 Roofing plan. Sect. A-A, B-B. Stp-1. Unit A. Arrangement part of ventilation channel

32 Stairs LS-1. Schematic diagram of LS-1. Sect. 1-1, 2-2, 3-3. Units 1, 2

33 Reinforcing of brick pier. Plan. Sect. 1-1. Unit A

34 Schematic diagram of basement spandrel beams

35 Schematic diagram of elements of the ground floor spandrel beams

36 Metal beam MB-1. Sect. 1-1, sect. 2-2. Metal beam MB-2. Sect. 3-3, Sect. 4-4

37 Metal beam MB-3. Sect. 1-1, sect. 2-2. Metal beam MB-4. Sect. 3-3, Sect. 4-4

38 Metal beam MB-5. Sect. 1-1, sect. 2-2

39 Schematic diagram of elements of the first floor spandrel beams

40 Metal beam MB-1. Sect. 1-1, sect. 2-2

41 Metal beam MB-2. Sect. 1-1, sect. 2-2

42 Metal beam MB-3. Sect. 1-1, sect. 2-2. Metal beam MB-4. Sect. 3-3, Sect. 4-4

43 Metal beam MB-5. Sect. 1-1, sect. 2-2

44 Schematic diagram of garret spandrel beams. Schematic diagram spandrel beams elements on axes 1-2 and V-Ye

45 Schematic diagram of flooring elements on axes 2-7 and B-Zh at elev. -0.340.

Md-1, sect. 1-1, sect. 2-2. Md-2, sect. 3-3. Md-3, sect. 4-4. Md-4, sect. 5-5.

46 Schematic diagram of flooring elements at elev.+3.000. Md-1, sect. 1-1, List of working drawings of main set of AB mark (continued)

Sheet Name Note

List of working drawings of main set of AB mark (continued)

Sheet Name Note

12.19

Md-5, sect. 6-6

Md-2, sect. 1-1. Md-2, sect. 2-2. Md-3, sect. 3-3. Md-4, sect. 4-4. Md-5, sect. 5-5

Sect. 6-6. Md-6, sect. 7-7. Md-7, sect. 8-8, Kr1, sect. 9-9. Md-8, sect. 10-10.

Md-9, sect. 11-11. Md-10, sect. 12-12

47 Specification of flooring elements

12.19

12.19

12.19

48 Schematic diagram of flooring elements at elev. +6.330. Md-1, sect. 1-1.

Arrangement part of subfloor boards. Section A-A. Anchor 2. Anchor A3

49 Schematic diagram of roof timber elements. Sect. 1-1, 2-2, 3-3

50 Sect. 4-4, 5-5, 6-6, 7-7. Units 1, 2, 3, 4, 5, 6. Part of roof timbers jointing lengthwise, sect. A-A

51 Roof window RW-1. Sect. 1-1, 2-2

52 Schematic diagram of roof timber elements on axis 6-7 and A-B. Sect. 1-1. Unit 1

53 Schematic diagram of cast-in-situ strip at elev.+2.780. Scheme

Schematic diagram of cast-in-situ strip on axis 3-7 and Zh-K at elev. +2.280.

Sect. 1-1, 2-2. Pos. 2, 3. Part of cast-in-situ strip on sections of of ventilation channels

54 Schematic diagram of cast-in-situ strip at elev. +6.110. Sect. 1-1, 2-2.

Pos. 2, 3. Part of cast-in-situ strip on sections of ventilation channels

55 Schematic diagram of cast-in-situ strip at elev. +3.185; +6.330;

+6.580; +6.740. Sect. 1-1, 2-2. Pos. 2, 3

56 Staircase No.1. Section 1-1. Unit A

57 Section A-A. Section B-B

58 Staircase No. 2. Section 1-1. Unit A

59 Section A-A. Section B-B

60 Porch No.1. Plan. Sect. 1-1. Foundation plan at elev. -2.160. Sect. 2-2, 3-3, 4-4

61 Fencing OG-1. Stand Sp-1. Pos. 8. Fencing OG-2 . Fencing

OG-3. Fencing OG-4. Embedded part Zd-1. Sect. 1-1

62 Porch No.1 elements specification

63 Erection diagram of metal stairs SM-1. Sect. 1-1, 2-2, 3-3, 4-4. Stand St1

64 Unit A, sect. 1-1. Embedded part Zd-2, sect. 2-2. Unit B, sect. 3-3.

Unit V, sect. 4-4. Unit G, sect. 5-5. Frame Rm-1, sect. 6-6

65 Specification of stairs SM-1 elements

66 Fencing scheme of metal stairs SM-1. Sect. 1-1, 2-2, 3-3.

Fencing OG-1. Fencing OG-2 . Fencing OG-3

67 Fencing OG-4. Unit A

68 Porch No. 2. Plan. Sect. 1-1, 2-2, 3-3, 4-4, 5-5

69 Porch No. 2. Schematic diagram of roofing elements.Unit A. Mp-1, sect. 1-1.

Fencing OG-1. Stand Sp-1, pos. 14. Fencing OG-2 . Fencing

OG-3

70 Porch No. 2 elements specification

71 Porch No. 3. Plan. Sect. 1-1, 2-2 (reverse-reading), 3-3, 4-4. Fencing OG-1

Stand Sp-1, pos. 9. Monolithic slab MS-1, sect. 5-5

72 Plan of canopy No. 3. Schematic diagram of canopy metal elements.

Sect. 1-1. Frames RM-1, RM-2 (reverse-reading)

73 Porch No.4. Plan. Section 1-1

74 Canopy plan of porch No.4. Schematic diagram of metal elements of canopy. Sect. 1-1. Frame RM-1, RM-2 (reverse-reading)

75 Porch No.5. Plan. Sect. 1-1, 2-2, 3-3, 4-4. Monolithic slab MS-1, sect. 5-5

76 Fencing OG-1. Stand Sp-1. Pos. 10, pos. 11. Fencing OG-2 .

Unit A

77 Porch No.5 elements specification

78 Porch No.6. Plan. Sect. 1-1, 2-2, 3-3, 4-4. Fencing OG-1. Stand Sp-1, Pos. 8, pos. 9. Fencing OG-2 . Fencing OG-3. Unit A

79 Porch No.6 elements specification

80 Entrance to basement No.1. Plan. Roofing plan of entrance to basement No.1.

Sect. 1-1, 2-2, 3-3

81 Sect. 4-4, 5-5. Rm-1, Rm-2. Og-1, Og-2

82 Window well No.1. Window wells No. 2, No. 3. Sect. 1-1, 2-2, 3-3, 4-4

83 Schematic diagram of metal parts of window wells canopies. RM-1

84 Wall elevation with channels on axis 11. Sect. 1-1, 2-2, 3-3, 4-4, 5-5. Part of reinforcement of walls with channels

List of main sets of working drawings

Designation Name

AB Architectural and civil solutions

HV Heating and ventilation

WSS Water supply and sewage

EL Lighting and power equipment

GL General layout

ZVK External networks of water supply and sewage

TX Technological solutions

ZEO

External electric lighting

FA Fire alarm

Note

SheetStage Sheets

Rev. Q-ty Signature Date

WD

Checked by

Controlled by

Chief designer

Developed by

KREDO BUD-PROEKT LTD

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Barrack building with administration offices

52-18-01-AB

General data of working drawings

(continued)

List of specifications

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List of reference and attached documents (continued)

Name Note

REFERENCE DOCUMENTS

Designation

DBN V.1.2-2:2006 Reliability assurance system of construction objects. Loads and effects.

Design standards

DBN A.3.2-2-2009 Occupational safety standards system. Labour pro-tection and industrial security in construction. Main provisions

DSTU-N B.2.6-203:2015 Working guidelines for manufacturing and erection of building structures

DSTU B V.2.7-282:2011 Ceramic tiles. Technical conditions

DSTU B V.2.6-169:2011 Welded joints of reinforcement and embedded parts of reinforced structures. Types, structures and dimensions

DSTU-N B.2.1-28:2013 Guidance for earthworks execution and supports arrangement and foundations building

DSTU B V.2.6-109:2010 Structures of buildings and facilities. Reinforced concrete plates of girder foundations. Technical conditions

DSTU B V.2.6-109:2010 Structures of buildings and facilities. Reinforced concrete plates of girder foundations. Technical conditions

DSTU B V.2.6-108:2010 Structures of buildings and facilities. Concrete wall blocks of basement. Technical conditions

DSTU 3760:2019 Reinforcing bars for reinforced concrete structures. General technical specifications

DSTU B V.2.7-43-96 Heavy concrete. Technical conditions

DBN V.2.6-36:2018 Structures of external walls with facade heat insula-tion. Requirements to design

DSTU B V.2.7-45:2010 Cellular concrete. General technical requirements

DSTU B V.2.7-61:2008 Construction materials. Brick and ceramic stone banded and facingTechnical conditions

DSTU B V.2.6-11:2011 Shockproof metal door untis for entrance to appartments. General technical specifications

DSTU B V.2.6-77:2009 Structures of buildings and facilities. Metal doors, fire-proof. General technical specifications

DSTU B V.2.6-55:2008 Structures of buildings and facilities. Reinforced concrete spandrel beams for buildings with brick walls.

Technical conditions

DSTU 8769:2018 Steel hot-rolled nonequilateral angles.

Assortment

DSTU 8539:2015 Rolled products for steel building structures.

General technical specifications

DSTU 4747:2007 Steel hot-rolled strip bars.

Assortment

DSTU 2251:2018 Steel hot-rolled equal leg angles.

Assortment

DSTU 3436-96 Steel hot-rolled U-sections. Assortment

List of working drawings of main set of AB mark (end)

Sheet Name Note

85 Schematic diagram of openings in basement

86 Schematic diagram of openings on the ground floor. Plan 1 extract, Sect. A-A. Sect. 1-1, 2-2

87 Schematic diagram of openings on the first floor. Reinforcing part

88 Schematic diagram of openings in garret

PZO Passport of facade external finishing

List of reference and attached documents

Name NoteDesignation

DBN V.1.1-7:2016 Fire safety of construction objects. General requirements

List of reference and attached documents (end)

Name NoteDesignation

DSTU 8540:2015 Hot-rolled flat products

Specification of foundation elements

22 Elements specifications of window and door closing parts

31 Specification of roofing fencing elements

32 Specification of stairs LS-1 elements

33 Specification of elements

34 Specification of spandrel beams elements

35 Specification of spandrel beams elements

36 Beams elements specification

37 Beams elements specification

38 Beams elements specification

39 Specification of spandrel beams elements

40 Beams elements specification

41 Beams elements specification

42 Beams elements specification

43 Beams elements specification

Specification of spandrel beams elements44

Specification of flooring elements45

Specification of flooring elements47

List of specification (end)

Sheet Name Note

48 Specification of elements of reinforced concrete flooring

48 Specification of elements of wooden flooring

49 Specification of roof timber elements

52 Specification of roof timber elements

53 Specification of elements of cast-in-situ strip

54 Specification of elements of cast-in-situ strip

55 Specification of elements of cast-in-situ strip

56 Specification of elements of staircase No.1

58 Specification of elements of staircase No. 2

62 Porch No.1 elements specification

65 Specification of stairs SM-1 elements

67 Specification of stairs SM-1 fencing elements

70 Porch No. 2 elements specification

72 Specification of canopy elements of porch No. 3

73 Porch No.4 elements specification

Specification of canopy elements of porch No.474

77 Porch No.5 elements specification

79 Porch No.6 elements specification

81 Specification of entrance elements of basement No.1

83 Window wells elements specification

86 Specification of flooring elements

87 Specification of spandrel beams elements

12.19

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12.19

12.19

Porch No. 3 elements specification71 reinforcing of cast-in-situ strip on underpinning area

S i g n a t u r e a n d t e

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Size A4x3

1. This project section is done in accordance with current on the territory of Ukraine norms and regulations as of 01.12.2019. It provides solutions that ensure explosion and fire safety in compliance with the relevant rules of works execution and operation regulations, approved according to the procedures.

General instructions

This set of drawings is developed under contract No.52-18, task for design, architectural conditions and restrictions on land plot construction and technical conditions.

Design is developed for region with the following climatic conditions:

- design winter temperature - 22 °C;

- design wind load for the region 420 Pa;

construction and this type of building

- design snow load for the region 1,480 Pa;

construction and this type of building

- standard depth of soil freezing 108 cm;

- aggressive effect on building structures is absent;

Consequence class CC2;

Fire resistance rating III;

Humidity area III

Loads assumed per DBN V.1.2-2:2006 “System of reliability assurance and safety of construction objects. Loads and effects. Design standards”.

Finished floor elevation of the ground floor is accepted as elev . 0.000 that corresponds to elev. 98.10 on general layout.

Design provides for reconstruction of two-storied barrack building with administration rooms.

Storage rooms for vegetables, spare parts, household equipment, packing, cooling chamber, switchboard room, auxiliary rooms are designed to be located on basement floor of the building.

Combat training rooms, administration offices, sleeping area for military personnel, dining hall and corresponding auxiliary shops, store rooms and sanitary facilities are located on the ground floor. Two boiler rooms with auxiliary rooms and sanitary facilities for personnel are provided.

Sleeping area for military personnel, training room, weapon store room, weapon cleaning room, special means store room, executive office, commander ’s room, room for officers and sergeants preparation for training, auxiliary rooms for military personnel, utility and sanitary facilities are located on the first floor.

Design solutions

Building structural scheme is frameless with longitudinal and transverse bearing walls. Spatial rigidity is provided by combined reinforced concrete and wooden flooring.

1. Foundations are girder, precast reinforced concrete.

2. External andinternal walls are of autoclaved aerated concrete blocks on special glue and partially of ceramic bricks per DSTU on cement mixture M50

3. Partitions to make of ceramic bricks per DSTU B V.2.7-61:2008 on cement mixture M50.

4. Spandrel beams are bar-shaped precast reinforced concrete and metal.

5. Flooring is precast reinforced concrete multiple cavity panels on wooden bearing beams.

6. Roofing is double-pitch, made of metal tile roofing on wooden beams and roof timber.

7. Windows are reinforced plastic with double glazing.

8. Doors are metal of reinforced profile, fire-proof and reinforced plastic.

9. Internal finishing is per “List of rooms finishing”.

10. External finishing is per section 52-18-01-PZO.

Perimeter pavement shall fit tight to sole plate and has slope not less than 1 % and not over 10 %.

Base for pavement to compact till movement of compacting material stop. See series 2.110-3p, issue 1 for detailed information about pavement arrangement.

All inputs and outputs of utility networks shall be properly insulated according to the requirements of sections of regulatory design documents of corresponding networks and typical drawings on penetration sealing (set 7373-3).

Fire-fighting measures

Fire safety is provided by use of structures and materials with necessary fire resistance level according to the requirements of DBN V.1.1-7:2016 “Fire safety of construction objects. Genral requirements”.

1. Fire proof doors and hatch of the 2nd type L1 are to have conformity certificate issued by State certification authority of fire fighting products.

2. Fire extinguishers BB-5 shall be installed in building rooms assumed as one piece per floor.

Besides, in switchboard room rooms to install by one gas fire extinguisher BBK-1,4.

These fire extinguishers should be certified by State certification authority of The State Emergency

Service of Ukraine.

3. Escape exit doors shall not have any locking devices preventing their free opening from inside without any key and shall be equipped by devices for self-locking and sealing in side jambs.

4. On escape routes it is prohibited to use building materials with fire hazard over:

- G1, V1, D2, T2 - for walls and ceiling finishing;

- G2, RP1, D2, T2 - for floors covering.

Guidance for works execution

During works execution requirements of DBN A.3.2-2-2009 “Occupational safety standards system.

Labour protection and industrial security in construction. Main provisions ” shall be observed

Design is developed for works execution in summer period. During works execution in winter period requirements of DSTU-N B V.2.6-203:2015 “Working guidelines for manufacturing and erection of building structures” shall be observed.

Material quality shall be systematically controlled.

Technical and economic features

Number of stories - 2 stories

Building area - 1,064.31 m² Total area - 2,089.47 m²

Usable area - 2,021.05 m²

Total structural volume, including: - 9,985.22 m³

- over elevation ± 0,000 - 8,529.49 m³

- below elevation ± 0,000 - 1,455.73 m³

Conventional height of the building - 12.23 m

SheetStage Sheets

Rev.

Q-ty

Signature Date

WD

Checked by

Controlled by

Chief designer

Developed by

KREDO BUD-PROEKT LTD

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Barrack building with administration offices

52-18-01-AB

General data of working drawings

(continued)

12.19

12.19

12.19

List of certificates for completion of concealed works

Name

Pos.

Note

Size A3

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List of certificates for completion of concealed works (end)

Name

Pos.

Note

SheetStage Sheets

Rev.

Q-ty

Signature Date

WD

Checked by

Controlled by

Chief designer

Developed by

KREDO BUD-PROEKT LTD

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Barrack building with administration offices

52-18-01-AB

General data of working drawings

(continued)

Documentation of underground phase

Documentation of over ground part

12.19

12.19

List of rooms finishing

Ceiling Area

Walls or

Partitions

Notes

Area

01, 02, 03, 04, 05, 06, 07, 08, 09, 11, 12,14

Name or number of room

Type of interior finishing

374.95 682.92

10 25.96 51.18 Same

See unit A, sheet13

1.49 28.20

101, 102, 104,105,106, 107, 111, 112

555.06

Same 59.16

304.46

108, 109, 110 155.72 48.46

Same

6.36 24.59

AreaPanel

114, 115, 116, 118, 119, 120,121,122, 123, 124, 125, 129, 130, 131, 132, 133, 141, 143

397.44 230.69 505.00

3.39 Same 27.88

127, 128, 134, 135, 136 Same 20.63 109.22

137, 138, 139, 140 38.77 17.75 76.40

13.55

33.81

Same

201, 202, 203, 204, 206, 207,208, 209, 210, 211, 215, 216, 217, 218, 219, 220,221

735.96 1,114.62

See unit A, sheet17

212, 213, 214 Same - -

62.91 188.29

15.27

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Checked by

Controlled by

Chief designer

Developed by

KREDO BUD-PROEKT LTD

General data of working drawings

(list of rooms finishing)

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Barrack building with administration offices

52-18-01-AB

12.19

12.19

12.19

1. See sheet 15 for general instructions.

Size A3x4

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WD

Sheets

Developed by

Plan at elev. -3.040

Breakdown of rooms

Name

Number of room

Area, m²

Cat.

of room

Vegetable storeroom01

37.69

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

- room number per design

- floor type per design

I

1. See sheet 15 for general instructions.

2. See sheet 22 for specification of closing parts.

3. Flooring schedule is given on sheet 30.

I

I I

II

I

II

I

II

III

I

II

Corridor

29.03

Vegetable storeroom

34.10

Vegetable storeroom

63.81 Auxiliary room

7.15 Spare parts storeroom

39.85 Corridor

29.54

Equipment and maintenance accessories room

Cooling chamber

3.79

38.50

Corridor

25.96

Packing storeroom11

23.78

12 Auxiliary room

63.81

13 Hoistwell 1.49

II

1 (23)

A

-3.040

-3,070

G

B

V

E

Zh

I

K

7 83 9

3,400 2,700 9,300

2,4009,40018,600

2(24) 3(25)

10 1211

8,400 3,500

2,800

3 4 5 7 12

2,800 18,600 2,500 4,100 5,200 27,300

B

D

Ye

Zh

K

60,500

14 Switchboard room 3.90

IV

II

52-18-01-AB

12.19

12.19

111112

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8 10 122 3 9

G

B

2 3 7

Zh

3,400 2,700

9,300 8,400

3,500

D

Ye

I

0.000

-0.030

6 11

A

Zh

K

B

-0.470

-0.030

2,4009,40018,6002,800

18,600 2,500 27,300

V

E

0.000

-0.900

-0.930

0.000

2(24) 3(25)

-0.030

K

Name

2,800

Personnel cloakroom

Room for cleaning devices storage

0.000

-0.030

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

-0.030

Breakdown of rooms (end)

Name

Number of room

Area, m²

Cat.

of room

Breakdown of rooms (beginning)

Signature

Number of room

Area, m²

Cat.

of room

Airlock 5.76

Corridor

Staircase

20.72

Corridor

105 Combat training room

14.29

108 WC for women

109 Personal hygiene room 4.43

37.27

97.41

2.52

7.65

73.06

25.16

Office

25.16

6.76

WC for men

Airlock

Dining hall for 150 seats

156.14

19.12

Gowning room

17.36 Flour shop

71.10 Hot shop118

Room for equipment and maintenance accessories 2.39

7.56 Room for dry products storage120

Airlock 3.84

Washroom for kitchen and tableware121

21.96

21.28

Meat and fish shop122

9.23

WC

1.08

Shower room126

Dining-facility manager office127

Room for cooks rest128

Personnel WC129

Loading room131

132 Airlock

Airlock

Boiler room No. 2

Cloakroom for boiler firemen

WC

1.08

Corridor

2.18

8.21

7.77

2.42

3.23

4.08

1.68

1.63

21.58

2.01

33.39

Airlock 3.00

Staircase No. 2 11.71

Combat training room

55.97

Combat training room

Sleeping room for military personnel

Cabinet for tableware

Cabinet for dinner ware

1.55

Sheet Stage

Rev.

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Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Plan at elev. 0.000

Barrack building with administration offices

1. See sheet 15 for general instructions.

2. See sheet 22 for specification of closing parts.

3. Flooring schedule is given on sheet 30.

- room number per design

- floor type per design

II

Size A3x4

60,500

4,100 5,200

105 106

135 136134

Linen press 1.55

1.55

Corridor 1.63

139 140

Boiler room No. 1 13.93

Shower room 1.21

24.33

Vegetable shop123

1 (23)

V

V

V

V

V

V

V

V

V

VI VI

VI

VI VI

V

VII

VII

VII

VIIVII VII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII

VIII VIII VIII

IX

IX

X X

VIII

VIII

52-18-01-AB

12.19

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KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Plan at elev. +3.300

Breakdown of rooms

Name

Number of room

Area, m²

Cat.

of room

Sleeping area for military personnel, 100 persons.201

Training room202

203 Corridor

72.59

204 Staircase No.1

205 Weapon store room

16.98

20.72

25.81

Special means store room 27.01

WC

Washing room

Shower room

37.15

13.11

12.65

Weapon cleaning room

335.06

86.45

22.68

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Utility room

16.81

Drying room for uniform and shoes drying

Commander's room

19.32

23.67

Room for officers preparation for training

Executive office 17.61

Room for sergeants preparation for training

25.59

17.27

218 Staircase No. 2 15.27

219 Place for exercises and sports

15.28

220 Place for equipment and maintenance accessories

2.19

221 Place for shoes cleaning

1.46

+3.300

+1.650

201202 203

215216

+1.650

+3.300

208 209

- room number per design

- floor type per design

IX

1. See sheet 15 for general instructions.

2. See sheet 22 for specification of closing parts.

3. Flooring schedule is given on sheet 30.

4.Stair flights and stair landings are produced at manufacturer with finished stairs and surfaces.

5. Walls of weapon store room (pos. 205) to reinforce by metal mesh of reinforcement

Ø10A240C, cell 100x100 along the whole walls area (see unit A, sheet 17). Mesh to wire to fitted into brickwork at depth 80 mm steel anchors Ø12 A400C and steel strip

100x50x6, fixed by four expansion anchors with pace 500x500.

Joints are welded.Welding of metal elements to fulfill per GOST 5264 by means electrodes E42 per GOST 9467-75. Height of welded joints to be accepted by the minimum elements thickness to be welded. After mesh installation to put plaster layer on walls surface.

Materials consumption: fittings Ø10A240C DSTU 3760:2019 - 712.02 kg; fittings

Ø12 A400C - 12.79 kg; strip 100x50x6 DSTU 4747:2007 - 42.39 kg.

-0.470

+3.270

X

X

XX

X

X X

X

X X

X

X

X

XI XI

XI

XI

X

IX

IX

IX

Zh

I

A

B

V

E

K

7 8 10 122 9

3,400 2,700 9,300 8,400 3,500

6 111

2,4002,800

2(24) 3(25)

60,500

21 3 74

18,600 2,500

2,800

B

D

Ye

Zh

K

9,300

1 (23)

52-18-01-AB

12.19

12.19 n v

N o o f o r i g S i g n a t u r e a n d d a t e

I n s t o f

I n v

N o

Sheet Stage

Rev.

Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

1. See sheet 15 for general instructions.

2. Ladder Dr1 is taken per series 1.100.2-5 issue 1, grade LV-6.27- 1 pcs., weight 27.38 kg.

3. See sheet 22 for specification of closing parts.

Garret plan. Garret plan extract on axis 1-2 and V-Ye at elev. +6.630

Garret plan

Garret plan extract on axes 1-2 and V-Ye at el. +6,590

V

E

2,800

D

Ye

Ye

+6.610

Ladder Dr1

Hatch L1

+6.630

+6.750 +6.630

1 (23)

52-18-01-AB

+6.630

+6.630

B

Zh

3,400 2,700 9,300 8,400 3,500

D

Ye

I

A

Zh

B

2,400

V

E

2(24) 3(25)

2,800

7 8 10 122 96 111

3 74

18,600 2,500 9,300 27,300

2,800

60,500

K K

12.19

12.19

WP1

605 605

1,210

1. See this sheet together with sheets 14, 16, 18, 20.

2. See sheet 22 for general instructions.

WP2

750 750

1,500

730 640 730

2,100

WP3 WP4

WP5 WP6

750 750

1,500

WP7

WP8

WP11

825 825

1,650

Elements schemes of window closing parts

Elements schemes of door closing parts

1,010

Size A4x5

I n v

N o o f o r i g

S i g n a t u t e

I n s t o f

I n v

N o

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Elements schemes of window closing parts. Elements schemes of doors closing parts

650 650

1,300

WP9

750 750

1,500

1,070

1,520

455200

450 900

1,350

200 370

200 520

1,240

1,010

1,070

1,520

Two internal locks

1,240

1,070

1,520

1,070

1,510

1,010

1,010

Solid filling

450 900

1,350

1,240

1,240

1,200

1,200

2,240

1,120 1,120

1,000

1,070

1,520

Lock case

WP10

770 430

1,200

52-18-01-AB

Air intake grid

WP12

1,500

780 720

Air intake grids

WP13

Air intake grid

1,500

720 780

1,500

820 680

Air intake grid

WP14

Air intake grid

WP15

1,500

1,780

12.19

12.19

Pos. Designation Name

Elements specifications of window and door closing parts

WP1

WP1 (reinforced plastic)

Q-ty per floor

1 2

Weight un., kg

Note*

Windows

WP2 (reinforced plastic)

WP3 (reinforced plastic)

WP4 (reinforced plastic)

WP5 (reinforced plastic) -

1,770

DSTU B V.2.6-15:2011

3 - - - 3

13 -

1,770

1,770

2 2

WP6 (reinforced plastic) -- 9502 3

WP7 (reinforced plastic) 950- - - 2 2

WP8 (reinforced plastic)

1,900

- - - 1 1

WP9 (reinforced plastic)

Door assemblies

D-1 2,100 1 1- - -

WP2

WP3

WP4

WP5

WP6

WP7

WP8

WP9

Customized

1. All dimensions of the closing part elements are reference and are to be specified by their actual dimensions after completion of construction and errection works.

2. Detailed development and installation of closing part elements is done by designated manufacturer.

3. Entrance doors and fixing and closing should be of strengthened design with sealing in frame ledges per

DSTU B V.2.6-11:2011.

4. Fire proof doors should correspond to the requirements of

DSTU B V.2.6-77:2009.

5. In doors D-7, D-8, D-9, D-10 to install one-chamber glass.

6. Doorways to weapon store room (pos. 205) should be equipped with:

- solid metal doors, thickness over 3 mm, reinforced along perimeter and diagonally (doors D-15);

- mesh doors of fittings Ø16A240C, cell

150x150 mm with steel frame, walls thickness over 5 mm

(doors D-16).

Entrance doors should be equipped by inner locks, reinforced by fixtures and steel hinges for additional padlock. Window should be provided for passing weapon and ammunition, it shall be equipped by inner door and lock.

I n v

N o o f o r i g S i g n a t u r e a t e

I n s t o f

I n v

N o

Size A4x3

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Elements specifications of window and door closing parts

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

Pos. Designation Name

Elements specifications of window and door closing parts (end)

Q-ty per floor

1 2

Weight un., kg

Note*

* Height of opening is given in the column

WP10 (reinforced plastic)WP10

DSTU B V.2.6-15:2011

2,100

2 2- - -

D-2

DSTU B V.2.6-77:2009

Hatches

L1 1,000

- - - 2 2

Customized

2,200 2 2- -

2,200

2 2- -

2,200

1 1- -

2,100 1 1-

2,100

DVM 21-15 (metal shock proof) 2 2

DVGr 21-15 (metal meshed) 2,100

- -1 1

2 2- - -

2,100

DSTU B V.2.6-77:2009

DSTU B V.2.6-11:2011

DSTU B V.2.6-11:2011

DSTU B V.2.6-11:2011

DSTU B V.2.6-11:2011

DSTU B V.2.6-11:2011

DSTU B V.2.6-11:2011 - -1 1

2,200

DSTU B V.2.6-15:2011

DVG 21-15 (reinforced concrete)

- 2 - -

DSTU B V.2.6-15:2011

DVG 21-10L (reinforced concrete)

- 3 - -

2,100

DSTU B V.2.6-15:2011

DVG 21-10 (reinforced concrete)

- 1 - -

2,100

DSTU B V.2.6-15:2011

DVG 21-9L (reinforced concrete)

- 12 - 2,100

DVG 21-8L (reinforced concrete) - 2 - -

2,100

DSTU B V.2.6-15:2011

D-3

Customized 2,100

2 2- - -

D-5 Customized

2,100 1 1- - -

D-6 Customized

2,100 5 5

D-7

D-8

D-21 - 2 - - 2,100

DSTU B V.2.6-15:2011 DVZ 21-13.5 (reinforced concrete)

D-24

DVG 21-7L (reinforced concrete) - 2 - - 2,100

DSTU B V.2.6-15:2011

D-25 DVG 21-7 (reinforced concrete) - 4 -

2,100

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DVZ 21-12L (reinforced concrete) - - -1

2,100

D-26

D-27 DVG 21-8 (reinforced concrete)

2,100

DSTU B V.2.6-15:2011

- - -1

D-10

D-11

D-12

D-14

D-15

D-16

D-17

D-18

D-19

D-20

D-22 DVG 21-9 (reinforced concrete) - 6 -5 11

D-23

- 1 - - 2,100

DSTU B V.2.6-15:2011

DVZ 21-12 (reinforced concrete) 1

Customized

CustomizedD-28 - 3 - -

3,000

D-4

Customized

2,100 2 2- - -

D-9

DSTU B V.2.6-15:2011

DVZ 21-15 (reinforced concrete)

- 2 -

2,100 1 3

D-13

2,100

DSTU B V.2.6-15:2011

2,100

WP11

DSTU B V.2.6-15:2011

8256 6WP11 (reinforced plastic) - - -

1 1

52-18-01-AB

-- 9501 1

DSTU B V.2.6-15:2011

WP12

WP13

WP14

WP15

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

DSTU B V.2.6-15:2011

WP12 (reinforced plastic)

WP13 (reinforced plastic)

WP14 (reinforced plastic)

WP15 (reinforced plastic)

-- 9501 1

-- 9501 1

-- 9501 1

12.19

12.19

Sheet

Size A4x3

Stage

Rev. Q-ty DateSignature

Controlled by

Checked by

KREDO BUD-PROEKT LTD

Chief designer

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Section 1-1. Unit A. Unit B

52-18-01-AB

12.19

12.19

12.19

12.19

Zh

B

YeD

15,000

6,000 3,000 6,000

Section 1-1

Counter batten 50x50 on roof timber

Waterproofing membrane

Beams 100x34 mm, pace 300 mm

Roof timbers 2 (50x180)

Metal tile roofing

+10.800

+6.785

+5.820

+4.100

+2.520

+1.770

Gr. lev.

0.000

+3.300

+3.000

-3.040

-0.340

+6.300

+6.090

+2.670

+6.890

+6.630

Insulant - mineral wool plates - 150 mm

Planking for walking 150x40

Diffusion membrane

Vapor barrier sheet y= 50 kg/m³

Gypsum boards

Finishing layer

-0.580

+2.520

A

Plaster by sand-lime mixture

Autoclaved aerated concrete blocks

PSB-S-25 y=25 kg/m³

Facade acrylic plaster on reinforced grid of fiberglass

A

Disk-shaped dowel

20 300

+6.785

+5.820

+4.100

+1.610

B

B

Plaster by sand-lime mixture

Autoclaved aerated concrete blocks

Insulant- polystyrene foam plates

PSB-S-25 y=25 kg/m³

Facade acrylic plaster on reinforced grid of fiberglass

40020 20

20 20

0.000

-0.340

-0.940

-0.500

-1.490

+2.100

Subfloor board b=50 mm

Insulant- polystyrene foam plates

-3.660

-0.940

+7.630

Plaster by sand-lime

Concrete blocks of basement walls

Vertical waterproofing

Insulant - extruded polystyrene foam plates

Facade acrylic plaster on reinforced grid of fiberglass mixture v

N o o f o r i g

S i g n a t u t e

I n s t o f

I n v

N o

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Section 2-2

Barrack building with administration offices

Size A3

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village, Boryspil district, Kyiv region

Section 2-2

K Zh Ye D

B A

6,000 3,000 6,000

Section 2-2

See section 1-1

0.000

+3.300

+3.000

-3.040

-0.340

+6.300

+6.630

+9.600

+6.785

+11.130

+5.820

+4.100

+2.880

-0.030

Gr. lev.

+2.200+2.100

+2.500

-0.940

+6.890 +6.890

0.000

+2.500

See section 1-1

+2.570

-3.060

+2.670

+6.090

5,400

21,300

Diffusion membrane

Insulant - mineral wool - 120 mm plates y= 50 kg/m³

Vapor barrier sheet

Cement sand float - 10 mm

Precast reinforced plates - 220 mm

+6.785

+5.820

+4.100

+4.050

+2.790

+2.220

+1.310

-2.160

Gr. lev.

52-18-01-AB

+6.110

12.19

12.19 v

N o o f o r i g

S i g n a t u t e

I n s t o f

I n v

N o

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Section 3-3

Barrack building with administration offices

Size A3

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village, Boryspil district, Kyiv region

Zh Ye D

B A

6,000 3,000

Section 3-3

See section 1-1

0.000

+3.300

+3.000

+6.330

+6.750

+9.600

+6.365

+11.130

+4.100

+2.520

-0.030

+2.200

See section 1-1

G

3,300 2,700

15,900

+10.800

+9.600

+6.785

+2.520

+0.800

+0.200

+6.300

+5.400

+2.100 +2.100

+5.820

Diffusion membrane

Insulant - mineral wool - 200 mm plates y= 50 kg/m³

Vapor barrier sheet

Cement sand float - 10 mm

Precast reinforced plates - 220 mm

Gr. lev.

Floor structure

Precast reinforced flooring - 220 mm

Wet plaster on mesh with painting

Insulant - polystyrene foam - 160 mm plates PSB-S-35 y= 35 kg/m³ by weather proof paint

-3.060

-2.460

+6.110

52-18-01-AB

+6.890

+6.890

+6.480

+6.670

+6.630

12.19

12.19

Size A2 n s t o f

I n v

N o

S i g n a t u r e a n d d a t e

I n v

N o o f o r i g

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Flooring schedule

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Flooring schedule

Number of room

Type of floor

01, 02, 03, 05, 08,11

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 3 mm

Surface cast - cement sand mixture - 20 mm

M150

Waterproofing - two layers of asbestos felt on bitumen mastic

Surface cast of cement sand mixture - 20 mm mixture M150

Underlayer - concrete, gr.C12/15 - 100 mm

(see note 6)

Soil compacted by broken stone - 80 mm fraction 40-60 mm

Compacted base soil

1. Works on floor arrangement to execute according to the requirements of

SNiP 2.03.13-88 and desing for works execution.

2. To consider laying of utility lines during floor arrangement.

3. To complete floor only after laying of utility lines.

4. Clean floor to complete after internal finishing of rooms

5. Base soils for floor to compact by layers till dry bulk density over 16.4 kN/m³.

6. Concrete bedding to make with reinforcement by welded mesh Ø5Vr-I 100/100.

7. In points of partitions installation to provide thickening of bedding layer up to

150 mm by 200 mm to each side.

135.54

04, 06, 07, 09, 12, 13

Coating - concrete, gr.C18/22.5 - 50 mm

Waterproofing - two layers of asbestos felt on bitumen mastic

Surface cast - cement sand mixture - 60 mm m150

Underlayer - concrete, gr.C12/15 - 100 mm

(see note 6)

Soil compacted by broken stone - 80 mm fraction 40-60 mm

Compacted base soil

237.00

10 25.96

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 3 mm

Surface cast - cement sand mixture - 20 mm

M150

Reinforced concrete blinding, concrete grade C12/15 - 50 mm

(mesh 100/100/5/5 DSTU B V.2.6-167:2011)

Insulant - polystyrene foam PSB-35 - 100 mm

Waterproofing - Technoelast EPP 4.95 - 5 mm

Underlayer - concrete, gr.12/15 - 100 mm

(see note 6) with heating cable, fixed to mesh)

Soil compacted by broken stone - 80 mm fraction 40-60 mm

Compacted base soil

I

II

III

101,102, 103, 104,113, 117, 137,138, 144, V

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 3 mm

Surface cast - cement sand mixture - 20 mm

M150

Preparation - expanded clay aggregate - 70 mm

Gasket - polyethylene - 3 mm

Base - concrete, gr. C10/12.5 - 100 mm reinforced by mesh Ø8A240C 200x200

Polyethylene, industrial 200 µm

Insulant- extruded - 100 mm

Polystyrene foam

Polyethylene, industrial 200 µm

Water proofing - Technoelast EPP 4.95 - 5 mm

Coating - concrete, gr.C18/10 - 100 mm

Bulk nonfrost-susceptible soil

Compacted by broken stone base soil

131.52

105, 106, 107, 111, 112

Coating -industrial linoleum - 4 mm

Surface cast of cement sand mixture - 20 mm

M150

Preparation - expanded clay aggregate - 70 mm

Gasket - polyethylene - 3 mm

Base - concrete, gr. C10/12.5 - 100 mm reinforced by mesh Ø8A240C 200x200

Insulant- extruded - 100 mm

Polystyrene foam

Polyethylene, industrial 200 µm

Water proofing - Technoelast EPP 4.95 - 5 mm

Coating - concrete, gr.C18/10 - 100 mm

Bulk nonfrost-susceptible soil

Compacted by broken stone base soil

217.99

108, 109, 110, 141, 142, 143

VI

VII

52.76

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 3 mm

Surface cast of cement sand mixture - 20 mm

M150

Preparation - expanded clay aggregate - 70 mm

Water proofing - Technoelast EPP 4.95 - 5 mm

Base - concrete, gr. C10/12.5 - 100 mm reinforced by mesh Ø8A240C 200x200

Polyethylene, industrial 200 µm

Insulant- extruded - 100 mm

Polystyrene foam

Polyethylene, industrial 200 µm

Water proofing - Technoelast EPP 4.95 - 5 mm

Coating - concrete, gr.C18/10 - 100 mm

Bulk nonfrost-susceptible soil

Compacted by broken stone base soil

Flooring schedule (continued)

Scheme of floor or floor type per series

Floor elements data

(name, thickness, basis etc.)

mm

Area, m²

113, 114, 115, 116, 118, 119, 120, 121, 122, 123, 124, 125, 126, 129, 130, 131, 132, 133, 134, 135, 136

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 7 mm

Surface cast of cement sand mixture - 20 mm

M150

Waterproofing film

Insulant - plates PSB-S-50 - 80 mm

Vapor barrier sheet

Precast reinforced flooring - 220 mm

VIII 404.44

127, 128 IX 15.98

Coating -industrial linoleum - 4 mm

Surface cast of cement sand mixture - 35 mm

M150

Insulant - plates PSB-S-50 - 80 mm

Vapor barrier sheet

Precast reinforced flooring - 220 mm

137, 143 X

Coating - concrete, gr. C18/22.5 - 50 mm

Waterproofing - two layers of bikroelast

Surface cast of cement sand mixture - 60 mm m150

Concrete bedding, gr. C18/22.5 - 100 mm

Bulk nonfrost-susceptible soil

Compacted by broken stone base soil

35.51

201, 203, 212, 213, 214,220, XI

Coating - ceramic tiles for floor - 13 mm

Glue for tiles - 7 mm

Surface cast of cement sand mixture - 55 mm

M150

Water proofing - Technoelast EPP 4.95 - 4 mm

Precast reinforced flooring - 220 mm

201.98

201, 202, 205, 206, 207, 208, 209, 210, 211, 215, 216, 217, Industrial linoleum - 4 mm

Surface cast of cement sand mixture - 20 mm

M150

Preparation - expanded clay aggregate - 50 mm

Polyethylene - 3 mm

Precast reinforced flooring - 220 mm

586.71

XII

Coating - polished concrete, gr. C12/15 - 20 mm

Surface cast - cement sand mixture - 20 mm m150

Water proofing - Technoelast EPP 3.0 - 5 mm

Surface cast - cement sand mixture - 20 mm

Underlayer - concrete, gr.C12/15 - 100 mm

(see note 6)

Soil compacted by broken stone - 80 mm fraction 40-60 mm

Compacted base soil

3.90IV

52-18-01-AB

12.19

12.19

12.19

12.19

Type of floor

Number of room

Area, m²

Scheme of floor or floor type per series

Floor elements data

(name, thickness, basis etc.)

mm

Size A3 n s t o f

I n v

N o

S i g n a t u t e

I n v

N o o f o r i g

Pos. Designation Name Q-ty

Weight un., kg

Note

Specification of elements of staircase No.1

Staircase No. 1

Staircase No.1

Section 1-1

Assembly units

1. To install stair flight elements along walls brickworks.

2. To lay stair elements on cement mixture M50.

3. To execute elements welding with use of electrodes type E-42 GOST 9467-75*. Height of welded joints to be accepted by the minimum elements thickness to be welded.

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Staircase No.1. Section 1-1.

Unit A

D A

6,900

+6.365

+5.820

+4.910

+3.890

+2.980

-0.0300.000

A

+6.300

+3.300

0.000

+3.000

+5.400

+1.650

1 1.251.1-4, issue 1 Stair flight 2LMF.39.15.17-5

1,540

2 1.252.1-4, issue 1 Staircase landing LPF 31.13-5

1,320

3 1.252.1-4, issue 1 Same, LPF 31.13v-5 1 1,290

Step plate 1LN15.3

20 431.251.1-4, issue 1

5 Same, 1LN15.2 2 291.251.1-4, issue 1

6 Same, 2LN16.2 1 321.251.1-4, issue 1

7 Same, 2LN15.2v 1 321.251.1-4, issue 1

Fences

8 1.256.2-2, iss.1 Fencing of landings MV30.17-30.9R 2 39.27

9 1.256.2-2, iss.1 Fencing of top landing PV-17.9R

1 20.09

Support pads

SP-1

1.869.1-1

Support pad SP2,5-4 8 33

30 30

A

Pos. Drawing

List of parts

0,000

Sand bedding

300150 150

Floor structure

Concrete class C12/15 pace 200

DSTU 3760:2019

4 0.3312 Fittings Ø6A400C, L=1500 mm

DSTU 3760:2019

9 0.1313 Fittings Ø6A240C, L= 580 mm materials

Concrete class C12/15, m³

0,05

1,5303,0002,070

Spandrels

2DSTU B V.2.6-55:2008 500

Reinforced concrete spandrel beam 5PB36-20-p

1 222 Same, 3PB34-4-p

DSTU B V.2.6-55:2008

Gr. lev.

52-18-01-AB

12.19

12.19

12.19

12.19

B(57)

B

A(57)

A n s t o f

I n v

N o

S i g n a t u t e

I n v

N o o f o r i g

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Section A-A. Section B-B

B

A

D D

B

G

7 8

3,400

Section A-A

7 8

3,400

B

A

D

Section B-B

+3.300

+1.650+1.650

0.000

1. This sheet to be read together with sheet 56.

2. Fencing is not shown on sections conventionally.

1,500

1,500

170 130

20 20 20

20 20

4 4

6 6

130 170

52-18-01-AB

12.19

12.19 n s t o f

I n v

N o

S i g n a t u t e

I n v

N o o f o r i g

Pos. Designation Name Q-ty

Weight un., kg

Note

Specification of elements of staircase No. 2

Staircase No. 2

Assembly units

1. To install stair flight elements along walls brickworks.

2. To lay stair elements on cement mixture M50.

3. To execute elements welding with use of electrodes type E-42 GOST 9467-75*. Height of welded joints to be accepted by the minimum elements thickness to be welded.

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Staircase No. 2. Section 1-1.

Unit A

1 1.251.1-4, issue 1 Stair flight 2LMF.39.12.17-5 2 1,290

+6.740

E V

1,530

3,000

6,300

0.000

+3.300

+1.650

-0.900

Staircase No. 2

Section 1-1

+5.820

+4.910

+3.890

+2.980

+1.940

-0.930

+1.300

+8.600

Gr. lev.

Gr. lev.

A

Pos. Drawing

List of parts

100200100

30140

-1.050

Floor structure

Sand bedding

Concrete class C12/15 pace 200

A

1,600

2 1.252.1-4, issue 1 Staircase landing LPF 25.13-5 2 1,080

3 1.252.1-4, issue 1 Same, LPF 25.13v-5-p 1 1,220

Step plate 1LN12.3

20 341.251.1-4, issue 1

5 Same, 1LN12.2 2 231.251.1-4, issue 1

6 Same, 2LN13.2 1 281.251.1-4, issue 1

7 Same, 2LN12.2v 1 261.251.1-4, issue 1

GOST 8717.0-84 Stairs LS12

5 128

GOST 8717.0-84

1 99 Step LSV12

Fences

10 1.256.2-2, iss.1 Fencing of landings MV30.17-30.9R 2 39.27

11 1.256.2-2, iss.1 Fencing of top landing PV-14.9R 1 18.90

Support pads

SP-1

DSTU 3760:2019

DSTU 3760:2019

materials

Concrete class C12/15, m³

4 0.27Fittings Ø6A400C, L=1,200 mm

7 0.13Fittings Ø6A240C, L= 580 mm

0.04

1.869.1-1

Support pad SP2,5-4 8 33

LS12

52-18-01-AB

+6.610

+6.300

12.19

12.19

12.19

12.19

B(58)

A

A(58)

A n s t o f

I n v

N o

S i g n a t u t e

I n v

N o o f o r i g

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Section A-A. Section B-B

1. This sheet to be read together with sheet 58.

2. Fencing is not shown on sections conventionally.

B

V

E

2,800

B

V

D

Ye

E

B

V

E

2,800

B

V

D

Ye

E

Section A-A Section B-B

-0.900

-0.930

0.000

+1.650

+3.300

120180

160 140

180 120

160 140

1,200

52-18-01-AB

12.19

12.19 n s t o f

I n v

N o

S i g n a t u t e

I n v

N o o f o r i g

SheetStage

Rev. Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

Specification of stairs SM-1 elements

Pos. Designation Name

Weight un., kg

Note

Stairs SM-1

2St1 sheet63

97.65 Stand St1

2B1 61.46

20 DSTU 3436-96

C245 DSTU 8539:2015

U-section L=3,340

1B2 52.62

20 DSTU 3436-96

C245 DSTU 8539:2015

U-section L=2,860

B3

38.41

16 DSTU 3436-96

C245 DSTU 8539:2015

U-section

L=2,705

Ks1

92.10

18 DSTU 3436-96

C245 DSTU 8539:2015

U-section

L=5,650

Ks2

18 DSTU 3436-96

C245 DSTU 8539:2015

U-section

L=5,650

92.10

Zd-2 Embedded part Zd-2

2 15.69

RM-1

Frame Rm-1 16 10.63

NC1 3 72.62Diamond shape sheet V-K-PU-5.0x1,000x2,940

16 8.89NC2

St3Cp DSTU 8783:2018

Diamond shape sheet V-K-PU-5.0x300x1,200

St3Cp DSTU 8783:2018

Strip 150x10, L=300

7.07

DSTU 8540:2015

Fittings Ø12A500C, L=290DSTU 3760:2019

0.266

Stand St1 St1

Square 160x6, L=3,425

96.89

DSTU B V.2.6-8-95

Strip 200x10, L=200

0.31

DSTU 8540:2015

Frame Rm-1

RM-1

50x5 DSTU 2251-93

C245 DSTU 8539:2015

Angle

10.63

Strip 240x10, L=240

0.45

DSTU 8540:2015

Embedded part Zd-2

3.53 Zd-2

Specification of stairs SM-1 elements (end)

Pos. Designation Name

Weight un., kg

Note materials

Concrete class C12/15, m³

1,73

Fittings Ø12A500C, 118.64

Stairs SM-1 foundation

75x6 DSTU 2251-93

C245 DSTU 8539:2015

Angle

0.83 L=120

Strip 75x8, L=120

0.57

DSTU 8540:2015

75x6 DSTU 2251-93

C245 DSTU 8539:2015

Angle

2.62 L=380

80x6 DSTU 2251-93

C245 DSTU 8539:2015

Angle

1.03 L=140

1. See this sheet together with sheets 63, 64.

2. To execute welding with use of electrodes type E-42 per GOST 9467-75.

3. All welded joints per GOST 5264-80.

4. Height of welded joints to be accepted by the minimum elements thickness to be welded.

Joints lenght to accept by line of parts abutting.

5. To use bolts M16 for fixingOpenings for bolts diameter is 18 mm. Number of sets of bolts with nuts and washers - 16 pcs.

6. Bolts of strength grade 4.6, accuracy class B per GOST 7798-70 are made according to the technology with additional testing per items 6.1 and 6.5, table 5 GOST 1759.4-87.

7. Nuts, accuracy class B per GOST 5915-70, strenght gr. 4 per table4 GOST 1759.5-87.

8. Plain washers per GOST1371-78 made of steel grade VCt3kp2 per DSTU 2651-94.

9. Metal stairs SM-1 fencing is not shown conventionally. Stairs fencing is given on sheet

10. Metal structures to coat by varnish-and-paint materials of the following composition:

- primer GF-021 - two layers (one layer - at manufacturing plant, the other layer - at construction site);

- enamel PF-115 - one layer.

Enamel colour is defined according to the passport of facades finishing.

Specification of stairs SM-1 elements

GOST 8706-78

GOST 8706-78

52-18-01-AB

sheet64 sheet64

DSTU 3760:2019

12.19

12.19

7 8 10 122 3 9

G

B

2 3 7

Zh

3,400

2,700 9,300

8,400

3,500

D

Ye

I

0.000

-0.030

6 11

A

Zh

K

B

-0.470

-0.030

2,400

9,400

18,6002,800

18,600 2,500 27,300

V

E

0.000

-0.900

-0.930

0.000

-0.030

K

2,800

0.000

-0.030

-0.030

60,500

4,100 5,200

Schematic diagram of openings on the ground floor. Plan 1 extract, sect. A-A.

Sect. 1-1, 2-2

Size A3x4

I n v

N o o f o r i g

S i g n a t u t e

I n s t o f

I n v

N o

Sheet Stage

Rev.

Q-ty Signature Date

Checked by

Controlled by

Chief designer

KREDO BUD-PROEKT LTD

WD

Sheets

Developed by

Barrack building with administration offices

Reconstruction of barrack building with administration buildings of combined arms training area of military unit No. 3070 of National Guard of Ukraine in

Stare village Boryspil district, Kyiv region

52-18-01-AB

P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1

P

P

Dimensions, mm

Type

Opening V N

Elev.

of bottom, m

DESIGNATION

1 400 400

WSS

- 2.650

Breakdown of openings

2 200 200

WSS

- 0.650

WSS, niche 270x360(h)x250 - 0.3503

4 100 100

WSS

- 0.200

WSS, in the floor

200x340(h)x300 - 0.340

6 200 300

WSS

+ 0.550

7 150 200

WSS, in the floor and ceiling

Pos. Designation Name Q-ty

Weight un., kg

Note

Specification of flooring elements

Precast reinforced elements

1.243.1-4

P-1

Flat slab PT12.5-8.6

Schematic diagram of openings on the ground floor

Md-1

Md-2

Md-3

Md-1 Md-1 1

Parts

DSTU 3760:2019

1.66 materials

Concrete class V10/12,5, m³ - 0.03

Md-2 Md-2 1

Parts

DSTU 3760:2019

1.26 materials

Concrete class V10/12,5, m³ -

0.02

Md-3 Md-3 1

Parts

DSTU 3760:2019

1.04 materials

Concrete class V10/12 .5, m³ - 0.02

Ye

45400

1-1

To coat by hot…