N

K
V

A
W

B
L

J
T

I
1. STEEL
1.1. Steel according Euro Norm EN 10025-1 & EN 10025-2. EN10025-2/S235JR
243 Minimum yield point in compliance with table 7 from EN10025-2.
284,5 520 520 520 520 520 520 520 520 520 520 520 520 284,5 The subgrades are determined based on table 2-1 from EN 1993-1-10 and are specified 69025_30E01, drawings and
243 item list.
3363 3363 PL10x100 TYP 1.2. All connection plates welded to stiffeners members in steel S235JR will also be made of S235JR.
2. WELDING
2.1. Weld material must be equal to base material.
3120 243 3120 2.2. Unless indicated otherwise, all welds are minimum: a = 5mm and are continuous.
243 2.3. All given welds dimensions are as European way: throat dimensions. 11
11

H5 For leg size, multiply throat dimension by 1.42.

2.4. All welding must be in compliance with ITP 69025_96E01.
A B 2.5. Symbolic representation on drawing to EN 22553. The correspondences between representation according to
TOP OF CASING +27565
H PLATE WELDED TO COLUMN PLATE WELDED TO COLUMN H 243 EN and symbolic representation according to AWS are given in the connection books 69025_50F04 and
284,5 520 520 520 520 520 520 520 520 520 520 520 520 284,5 69025_50F07.
Joint preparation according to AWS.

HEA220 TYP
243

PL10x860 TYP
3. BOLT
1405 25 PLATE/PANEL=7295 25 3.1. Information about bolts (quantities, sizes, material,..) has to be determined following John Cockerill
CC.12 B C C engineering drawings.
3.2. Bolts are referenced in the manufacturing bolt list 69025_30E25.
HA HB HC 3.3. Tightening method is described in the bolt tightening procedure 69025_50M01.
3.4. Mechanical properties of fasteners according to EN 14399 for bolts 10.9 and EN 15048 for bolts 8.8.
+26160
A SKY CLIMBER SEE DRW 69025_30061
FOR DISPOSITION AND DETAILS
SECTION H - H 4. FABRICATION, ERECTION AND TOLERANCES
4.1. Fabrication must be in compliance with all requirements of John Cockerill specifications 99000_30E01 and
69025_30E01.
SCALE 1:50 2x CH.1 4 x M16*110 - 8.8 4.2. Erection must be in compliance with all requirements of John Cockerill erection procedures 69025_88E01. 10
10

PL3x135
CC.15 4.3. Tolerances of manufacturing and erection must be in compliance with all requirements of John Cockerill
specifications 69025_99E99.
315 25 PLATE/PANEL=7295 25 315 4.4. Coating must be in compliance with all requirements of John Cockerill specification 69025_49E01.
2x CH.1 4.5. Manufacturing and quality control must be in compliance with all requirements of John Cockerill ITP
PL12x135

INSIDE
69025_96E01.
CH.1 4 4.6. Panels, studs, insulation and liner installation must be in compliance with all requirements of John Cockerill
SEAL WELD method statements 69025_63E61 and 69025_63E63 and in compliance with all requirements of specification
IPE270
864 6 69025_63E01.
4 x M16*50 - 8.8 4.7. Panels shop welds positions must be located/adapted by the manufacturer according to its shop cutting
105 765 100 H5 drawings.
5. GENERAL
5.1. All dimensions are in mm on drawings 300XX and in inches on drawings 300XX-I.
545 325 WI270X10X15X220 4

319
5.2. For section with possibility of water accumulation, holes for dewatering must be drilled, refer to 69025_30E01.
4 CC.12 6. ABREVIATIONS
4 6.1. TOC: Top Of Concrete
HEA220 9

OUTSIDE
4 4 6.2. TOS: Top Of Steel
9

4 TOP OF CASING +27565 6.3. BOS: Bottom Of Steel

6
4
CC.28 4
4 4
4
545 319 6 4
4 25

OUTSIDE
4
H5

SECTION B - B SECTION C - C
CC.12 SCALE 1:10 WELDING SYMBOL REPRESENTATION
SCALE 1:10 (According to EN 22553)

PL10x100
WELD ON ARROW SIDE FIELD WELD WELD ALL AROUND

WELD ON OTHER SIDE 8

8

25 225 319 6 210

BACK WELD FLUSH or FLAT CONVEX CONCAVE

INSIDE
CC.13

OUTSIDE
INSIDE
4 60° A

A
4 B

B
4 2

INSIDE
4 SEAL WELD 2
4 4 4
4

2
4

A
H5

2
A
60°

2
HEA220
4

319,3
A
4 2

OUTSIDE
A
7
CC.8
7

CC.8

2
2

a
PL6x2646 BE CAREFUL :

6
4

6
IPE300 IPE300 THROAT DIMENSION IS GIVEN
4 4 FOR ALL WELD SYMBOLS
4
HEA300 4 45°
325 510,1 4
H5 25
REFERENCE DRAWINGS
SECTION D - D SECTION E - E DRW No. TITLE
H5 SCALE 1:10 SCALE 1:10
69025_30061 TOP CASING SEALS BUNDLE 1

SECTION A - A
SCALE 1:10 6
6

KEY PLAN E W

OTHERS JOHN COCKERILL

4 4 N
4
4 4 LEFT FACE NORTH
4 4 PLANT
JOHN COCKERILL Ref.
X= 0
Y= 0
Z= 0 HA

REAR FACE
Y

FRONT FACE

LP DRUM
X 5

HP DRUM
STACK
IPE240

IP DRUM
5

HB
GAS FLOW

HC
CC.8

H0 H1 H2 H3 H4 H5 H6 H7 H8 H9 H10

F G
RIGHT FACE
PLATE WELDED TO COLUMN PLATE WELDED TO COLUMN
PLANT COORDINATE
OF HRSG ORIGIN (JOHN COCKERILL Ref.)
PL10x100 TYP

HRSG COORDINATES SYSTEM

CC.8 HRSG 10 : EAST = 718558 mm ( 2357Ft 5'50/73) HRSG ORIGIN COORDINATES (X= 0; Y= 0; Z= 0)
NORTH = 224656 mm (737Ft 21/29) ARE LOCATED AT CENTERLINE OF HRSG
4
E E
HEA220 TYP

ELEVATION = 0 mm(GRADE LEVEL, Top of Grouting (TR) EXPANSION JOINT INLET (FRONT SIDE) AND
4

INSIDE

INSIDE
OUTSIDE
AT TOP OF GROUTING ELEVATION LEVEL.

OUTSIDE
2651,9

HRSG 20 : EAST = 718558 mm (2357Ft 5'50/73)

CC.8
NORTH = 184256 mm (604Ft 6'9/52)
ELEVATION = 0 mm(GRADE LEVEL, Top of Grouting (TR)

D 4
4

BOTTOM OF CASING +1050

I F D G I
PL10x100

0.00

3120 243 3120 B 27.04.2020 Update BEL AGa PSh

3
243
3

284,5 520 580 460 520 520 520 486 520 520 520 520 520 520 284,5
A 24.04.2020 First issue BEL AGa PSh

REV. DATE DESCRIPTION DRWN CHKD APPD

315 25 7295 25 315
-2000
PANEL=7395 50 494 6

HA HB HC
25 225 325 100 25 225 325 120
ELEVATION VIEW - FRONT FACE
SCALE 1:50 4 4 4 4 4
CC.16 4 4 CC.16 TERMOCANDELARIA COMBINED CYCLE CONVERSION PROJECT
2
2

STATUS REVISIONS
25 7295 25 B004E.00098 Fmt :
4 BOTTOM OF CASING +1050 4 4 PRELIMINARY A
4
4 4 FOR LAYOUT
ORDER N°
230 267,5 350 350 350 350 350 350 350 350 350 230 4 FOR CONSTRUCTION B ISO
H100X100X6X8 4 4 4 FOR CONSTRUCTION EXCEPT HOLD
350 350 350 350 350 350 350 350 350 267,5 H100X100X6X8 AS BUILT
4 Engineer P. SHANKAR

PL10x100 TYP HEA220 TYP IPE300 Destination Checker A. GARCIA

L130X10 L130X10 H100X100X6X8
IPE300 TERMOCANDELARIA Draftman A. GIORDANO
H5 Colombia Name Signature
H5 H5
Designation

HA
IPE300
H100X100X6X8 TYP
HB
IPE300 IPE300
HC SECTION F - F SECTION G - G HRSG CASING
FRONT FACE
SCALE 1:10 SCALE 1:10 1
SECTION I - I
1

N Draw
This drawing and the design it covers are the property of John Cockerill Energy. They
are merely loaned on the borrower's express agreement that they will not be reproduced, 69025 _ 30004
SCALE 1:50 copied, loaned, exhibited or used, except in the limited way and private use permitted by
any written consent given by John Cockeri lI Energy to the borrower. Scale : Sheet : 1/1
W V U T S R Q P O N M L K J I H G F E D C B A