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
Minimum yield point in compliance with table 7 from EN10025-2.
The subgrades are determined based on table 2-1 from EN 1993-1-10 and are specified 69025_30E01, drawings and
item list.
PANEL= 550 1.2. All connection plates welded to stiffeners members in steel S235JR will also be made of S235JR.
2. WELDING
PANEL= 550 RIGHT PANEL= 550
PANEL=3600 FACE 2.1. Weld material must be equal to base material.
2.2. Unless indicated otherwise, all welds are minimum: a = 5mm and are continuous.
PLATE= 544 6 2 PLATE= 450 PLATE= 450 2.3. All given welds dimensions are as European way: throat dimensions. 11
11

For leg size, multiply throat dimension by 1.42.

2.4. All welding must be in compliance with ITP 69025_96E01.
PLATE=3500 PLATE/PANEL=2225 PLATE/PANEL=3300 PLATE/PANEL=3350
2.5. Symbolic representation on drawing to EN 22553. The correspondences between representation according to
HC EN and symbolic representation according to AWS are given in the connection books 69025_50F04 and
69025_50F07.
100 550 550 550 550 550 550 100 325 600 600 600 100 100 515 515 520 520 515 515 100 100 525 525 525 525 525 525 100 Joint preparation according to AWS.
3. BOLT
3.1. Information about bolts (quantities, sizes, material,..) has to be determined following John Cockerill
engineering drawings.
IPE270 3.2. Bolts are referenced in the manufacturing bolt list 69025_30E25.

267,5 230

230
3.3. Tightening method is described in the bolt tightening procedure 69025_50M01.
L130X10 L130X10 L130X10 L130X10 3.4. Mechanical properties of fasteners according to EN 14399 for bolts 10.9 and EN 15048 for bolts 8.8.
4. FABRICATION, ERECTION AND TOLERANCES

617,5
4.1. Fabrication must be in compliance with all requirements of John Cockerill specifications 99000_30E01 and
69025_30E01.
350

4.2. Erection must be in compliance with all requirements of John Cockerill erection procedures 69025_88E01. 10
10

4.3. Tolerances of manufacturing and erection must be in compliance with all requirements of John Cockerill
specifications 69025_99E99.
350

4.4. Coating must be in compliance with all requirements of John Cockerill specification 69025_49E01.

700
4.5. Manufacturing and quality control must be in compliance with all requirements of John Cockerill ITP
350

69025_96E01.
4.6. Panels, studs, insulation and liner installation must be in compliance with all requirements of John Cockerill
method statements 69025_63E61 and 69025_63E63 and in compliance with all requirements of specification
350

69025_63E01.
4.7. Panels shop welds positions must be located/adapted by the manufacturer according to its shop cutting

700
drawings.
350

5. GENERAL
H100X100X6X8 TYP H100X100X6X8 TYP H100X100X6X8 TYP 5.1. All dimensions are in mm on drawings 300XX and in inches on drawings 300XX-I.
5.2. For section with possibility of water accumulation, holes for dewatering must be drilled, refer to 69025_30E01.
350

6. ABREVIATIONS
6.1. TOC: Top Of Concrete

700
9
6.2. TOS: Top Of Steel
9

K K
350

6.3. BOS: Bottom Of Steel

REAR
FACE
350

CC.27

CC.32

700
I

643
CC.24
1 E E H H 1
PANEL=7395

PLATE=7295

350

WI270X10X15X220

CC.19
CC.16

CC.38
HB
WELDING SYMBOL REPRESENTATION
350

IPE300 WI270X10X15X220
WI270X10X15X220 WI270X10X15X220

CC.43
(According to EN 22553)
I

700
J J
350

WELD ON ARROW SIDE FIELD WELD WELD ALL AROUND

WELD ON OTHER SIDE 8

PL6x90 TYP

PL6x90 TYP
350
8

BACK WELD FLUSH or FLAT CONVEX CONCAVE

700
350

60° A

A
H100X100X6X8 TYP F F B

PL6x90 TYP
350

B
PL6x90 TYP

700
2 2

2
350

2
A
60°
350

2
700
A
G G A 2
350

7
7

2
2

a
350

BE CAREFUL :

617,5
THROAT DIMENSION IS GIVEN

B C D FOR ALL WELD SYMBOLS

230 267,5

45°
A
L130X10 L130X10 L130X10 L130X10

230
REFERENCE DRAWINGS
DRW No. TITLE

A B C D 69025_30013 BOTTOM FACES CONNECTION DETAILS

4000 2800 3800 3850
HA
2 LEFT 6
6

FACE
H5 H6 H7 H8 H9

BOTTOM FACE (VIEW FROM BELOW) S

SCALE 1:25
KEY PLAN E W

OTHERS JOHN COCKERILL

N
NORTH
LEFT FACE
PLANT
JOHN COCKERILL Ref.
X= 0
CC.27 CC.43 CC.41 Y= 0
Z= 0 HA

REAR FACE
Y

FRONT FACE
5

LP DRUM
X

HP DRUM
STACK

IP DRUM
CC.24 CC.38
5

CC.32 HB
CC.8 GAS FLOW

HC
WI270X10X15X220 WI270X10X15X220 WI270X10X15X220
4
4
140 140 140 H0 H1 H2 H3 H4 H5 H6 H7 H8 H9 H10
CC.19
370 170 370 170
RIGHT FACE
CC.16
PLANT COORDINATE
OF HRSG ORIGIN (JOHN COCKERILL Ref.)
HRSG COORDINATES SYSTEM
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
ELEVATION = 0 mm(GRADE LEVEL, Top of Grouting (TR) EXPANSION JOINT INLET (FRONT SIDE) AND
4

140 IPE300 140

AT TOP OF GROUTING ELEVATION LEVEL.
HRSG 20 : EAST = 718558 mm (2357Ft 5'50/73)
4000 2800 3800 3850 NORTH = 184256 mm (604Ft 6'9/52)
ELEVATION = 0 mm(GRADE LEVEL, Top of Grouting (TR)
H5 H6 H7 H8 H9

SECTION 1 - 1
SCALE 1:25

7395 C 12.06.2020 Update BEL AGa PSh

25 25 7295 25 25 B 29.05.2020 Update BEL AGa PSh

3
3

A 24.04.2020 First issue BEL AGa PSh

REV. DATE DESCRIPTION DRWN CHKD APPD

WI270X10X15X220

PL6x100 TYP
HEA220

HEA220

CC.19

TERMOCANDELARIA COMBINED CYCLE CONVERSION PROJECT

2
2

STATUS REVISIONS
284,5 520 520 520 520 520 520 486 520 520 520 520 520 520 284,5 B004E.00098 Fmt :
PRELIMINARY A
FOR LAYOUT
ORDER N°
FOR CONSTRUCTION B C ISO
670 284,5 3363 3363 284,5 670 FOR CONSTRUCTION EXCEPT HOLD
AS BUILT Engineer P. SHANKAR
0.00 4317,5 4317,5 Destination Checker A. GARCIA
TERMOCANDELARIA Draftman A. GIORDANO
HC HB HA Colombia Name Signature
Designation
SECTION 2 - 2 HRSG CASING
SCALE 1:25 BOTTOM FACE
1
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 _ 30007
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