Weight / Hmotnost Total /Celkov hmotnost

Job No./ loha . Key No. / Kl . ASM No. Part designation / Nzev sti

as drawn. /

jako kreslen opp.

total /

celek

7.802,21

Additional information / Dodaten informace Disposition-comment: / Dispozice-koment:

Name / Pjmen date / datum Name / Pjmen date / datum Name / Pjmen date / datum

First Issue Radinovic 27.10.2014 Raic 27.10.2014 REZ 27.10.2014 HRC-B = HRC-Delivery to site /

Table added GKR 06.02.2015 ESC 06.02.2015 REZ 06.02.2015 HRC-B = HRC-Dodvka v mst

Rev. DWG no. /

DRG. .

Qty /

slo

Unit /

Jednotka

Dimension /

Rozmry

Material /

Materil

Certification /

Osvden

kg per unit /

kg na jednotku

kg total /

kg celek

Disp.-comm. Remarks / Poznmky

[pc,m,etc.] [mm]

0 24B090-3602-001 3 pc 123,0 368,9

0 24B090-3602-002 2 pc 303,7 607,5

0 24B090-3602-003 3 pc 123,0 368,9

0 24B090-3602-004 3 pc 169,4 508,2

0 24B090-3602-005 2 pc 321,2 642,3

0 24B090-3602-006 3 pc 169,4 508,2

0 24B090-3602-007 4 pc 181,7 726,8

0 24B090-3602-008 4 pc 425,4 1.701,7

0 24B090-3602-009 4 pc 181,7 726,8

0 24B090-3602-010 1 pc 100,6 100,6

0 24B090-3602-011 1 pc 281,3 281,3

0 24B090-3602-012 1 pc 143,9 143,9

0 24B090-3602-013 1 pc 295,7 295,7

0 24B090-3602-014 1 pc 100,6 100,6

0 24B090-3602-015 1 pc 281,3 281,3

0 24B090-3602-016 1 pc 143,9 143,9

0 24B090-3602-017 1 pc 295,7 295,7

ASM-007

ASM-006

ASM-009

ASM-008

ASM-003

ASM-001

ASM-002

ASM-005

Exec. per ord. / Realizace na objednvku

Standard for item /

Standard poloky

Standard for Material /

Standard materilu

11 0

Part list BOM

Seznam soust

kusovnku

Item no. /

slo

poloky

00

01

Weather roof000

Checked / Kontroloval Released / Schvlil

24B090 3602

Designation /

Oznaen

Rev. Modification text / Popis revizeWritten / Zpracoval

7.802,21

kg per asm

HRC-W = HRC-Delivery to workshop /

HRC-W = HRC-Dodvka v tovrn

ASM-004

ASM-016

ASM-013

ASM-015

ASM-017

ASM-014

ASM-011

ASM-010

ASM-012

Page 1 / 1

2346 4 6000 4 2346

100 400 1215 1210 1210 1215 1215 1210 1210 1215 400 100

2535

2535

390

5220

5220

390

2425 1500 2425

ASM-011SEE DWG. 24B090-3602-011

ASM-010SEE DWG. 24B090-3602-010

ASM-003SEE DWG. 24B090-3602-003

ASM-002SEE DWG. 24B090-3602-002

ASM-003SEE DWG. 24B090-3602-003

ASM-001SEE DWG. 24B090-3602-001

ASM-013SEE DWG. 24B090-3602-013

ASM-012SEE DWG. 24B090-3602-012

ASM-006SEE DWG. 24B090-3602-006

ASM-005SEE DWG. 24B090-3602-005ASM-006

SEE DWG. 24B090-3602-006

ASM-004SEE DWG. 24B090-3602-004

ASM-008SEE DWG. 24B090-3602-008

ASM-007SEE DWG. 24B090-3602-007

ASM-009SEE DWG. 24B090-3602-009

ASM-008SEE DWG. 24B090-3602-008

ASM-009SEE DWG. 24B090-3602-009

ASM-007SEE DWG. 24B090-3602-007

200

420111

1428714

1510710

68434

21364

22244

1243

420

111

1428

714

1510

710

684

342136

2224

41243

2540

2530

2530

2540

150

5220

5220

390

150

390

4/6

4/6

2

2870

4

5611

200

5611

"a"

"b"

1850 1500

500 4850 4850 500

1785

900

356 415

2090

1290

1020

1320

1020

1320

1020

1320

900

500500

500 500

"a1"

5220

5220

3160

5220

5220

4850 4850

M 1:100gas flow

General Arrangement

23

2 2

2 82 2

606

M 1:2"a"

2 82 2

606

M 1:2B-B

6

M 1:2C-C

40

5

M 1:2"b"

34 2 342

606

552 55 2

18 4 18

4M 1:2"a1"

0 10 20 30 40 50 60 70 80 90 100

ABCDEFGHIJKLMNOP

ABCDEFGHIJKLMNOP

1

2

3

4

5

6

7

8

9

10

11

12

1

2

3

4

5

6

7

8

9

10

11

12

WELDING DETAILS:

GENERAL: Welding coordination acc. to DIN EN ISO 14731. Quality requirements for weldings : DIN EN ISO 3834-3 Welding joint preparation acc. to DIN EN ISO 9692-1. Welding joint preparation for site welds must be implemented in the workshop! All screw and weld connections in contact with flue gas must be welded gastight. All fillet welds a = 3mm, if not otherwise indicated. Welding Information: Symbolic representation

Site weld Shop weld

a

~t 2

1t

t

t

2

Sheet metal connections:

dicht / tight

To put sheets together cross joint are inadmissible!Sheets have to be arranged in an offset pattern

t 3 4 5 6 7 8

a 2 3 3 4 4 5

t

s

t1t1

t1

Stiffener: Stiffener:

Stiffener: Flange connection:

b

t1

t2

t2

t2

t2

tmin 3 4 5 6 7 8a 2 3 3 4 4 5

t1 3 4 5 6 7 8b 4 5 6 8 9 10

Welding quality levels according to QI-Plan related to order

DIMENSIONS HAVE TO BE CHECKED

DIMENSIONS NOT VALID FOR MACHINING

SURFACE QUALITY ACC. DIN EN ISO 1302

DIMENSIONS WITHOUT TOLERANCES ACC. TO TABLEGENERAL TOLERANCES

GENERAL TOLERANCES:WELDED CONSTRUCTIONS: DIN EN ISO 13920 - CLASS BECLASSIFICATION OF THERMAL CUTS: EN ISO 9013-331PREFABRICATED STEEL COMPONENTS: DIN 18203-2MECHANICALLY WORKED PARTS: DIN ISO 2768 - CLASS mK

HA

MO

N

Boiler K6

Axis

Boiler K5 Boiler K3 Boiler K2

25 21 13 9

25a 21a 13a 9a

24 20 12 8

24a 20a 12a 8a

24b 20b 12b 8b

23 19 11 7

23a 19a 11a 7a

23b 19b 11b 7b

22 18 10 6

22a 18a 12a 6a17 5

Axis correspondentLPHV

Attention forthe executionBoiler K6 1x

Boiler K5 1x

Boiler K3 1x

Boiler K2 1x

1785

900

2425 1500 1850 1500 2425

356 415

900

500 500

1020

1320

350350

2075 1850 925

2100 55

1300

55

20751850925

2090

1290

1020

1320

500 500

5220

5220

3160

5220

5220

4850 4850

M 1:100gas flow

General Arrangement

23

0 10 20 30 40 50 60 70 80 90 100

ABCDEFGHIJKLMNOP

ABCDEFGHIJKLMNOP

1

2

3

4

5

6

7

8

9

10

11

12

1

2

3

4

5

6

7

8

9

10

11

12

WELDING DETAILS:

GENERAL: Welding coordination acc. to DIN EN ISO 14731. Quality requirements for weldings : DIN EN ISO 3834-3 Welding joint preparation acc. to DIN EN ISO 9692-1. Welding joint preparation for site welds must be implemented in the workshop! All screw and weld connections in contact with flue gas must be welded gastight. All fillet welds a = 3mm, if not otherwise indicated. Welding Information: Symbolic representation

Site weld Shop weld

a

~t 2

1t

t

t

2

Sheet metal connections:

dicht / tight

To put sheets together cross joint are inadmissible!Sheets have to be arranged in an offset pattern

t 3 4 5 6 7 8

a 2 3 3 4 4 5

t

s

t1t1

t1

Stiffener: Stiffener:

Stiffener: Flange connection:

b

t1

t2

t2

t2

t2

tmin 3 4 5 6 7 8a 2 3 3 4 4 5

t1 3 4 5 6 7 8b 4 5 6 8 9 10

Welding quality levels according to QI-Plan related to order

DIMENSIONS HAVE TO BE CHECKED

DIMENSIONS NOT VALID FOR MACHINING

SURFACE QUALITY ACC. DIN EN ISO 1302

DIMENSIONS WITHOUT TOLERANCES ACC. TO TABLEGENERAL TOLERANCES

GENERAL TOLERANCES:WELDED CONSTRUCTIONS: DIN EN ISO 13920 - CLASS BECLASSIFICATION OF THERMAL CUTS: EN ISO 9013-331PREFABRICATED STEEL COMPONENTS: DIN 18203-2MECHANICALLY WORKED PARTS: DIN ISO 2768 - CLASS mK

HA

MO

N

Boiler K6

Axis

Boiler K5 Boiler K3 Boiler K2

25 21 13 9

25a 21a 13a 9a

24 20 12 8

24a 20a 12a 8a

24b 20b 12b 8b

23 19 11 7

23a 19a 11a 7a

23b 19b 11b 7b

22 18 10 6

22a 18a 12a 6a17 5

Axis correspondentLPHV

Attention forthe executionBoiler K6 1x

Boiler K5 1x

Boiler K3 1x

Boiler K2 1x