
A
0 1 2 3 4 5
F
E
D
C
B
57 8 9 10
F
E
D
C
B
A
6
EL+6.300M
EL+5.100M
DEF ABC
SCALE 1:175
SCALE 1:175
FOR TRANSVERSE BEAMS TOS IS EL+5.950 M
FOR TRANSVERSE BEAMS TOS IS EL+5.950 M
NOTES:
1. FOR LEGENDS REFER DWG 62771/ GA1001
2. FOR CB1A DETAILS REFER 62771/ GA1004
3. FOR CB1B DETAILS REFER 62771/ GA1005
4. FOR B2B1,B2B2 & B2D DETAILS REFER 62771/ GA1014
5. FOR B1A,B1B,B1C & B1D DETAILS REFER 62771/ GA1012
SCALE 1:50
1. ALL DIMENSIONS ARE IN "mm" AND ELEVATIONS IN "M" U.N.O.
GENERAL NOTES:
2. WELDING SHALL BE IN ACCO RDANCE WITH AWS D1.1 AND AS
MODIFIED BY SAIPEM CO NTRACTING
3. ALL FILLET WELDS SHA LL BE CONTINUOUS ALL AROUND
4. ALL FITTING S TO BE FULLY W ELDED U.N.O.
5. FOR CORROSION PR OTECTION & PAIN TING REFER TO CL IENT SPECIFICATI ONS
6. DENOTES ORIENTATION MARK S SHALL BE PUNCHE D AS PER DRAW ING
TO FACILITATE PROPER ERECTION
7. DENOTE S DIRECTION OF ERE CTION
MATERIALS (U.N.O.):
PLATES :
A572GR50
CAP BEAM BOTT OM FLANGE IN CONTA CT WITH P ILE : A572GR50-Z15
ALL PLATES :
BOLTS: ASTM A490M ( U.N.O )
8. FILLET W ELD SIZE U.N.O a = 0.7 x t m in (t1, t2) U.N.O
t2
t1
a
a
a
AWS
SYMBOL
CONNECTION PLAT ES FOR CAP BEAMS & LONGITUDINAL BE AMS : A572GR50-Z15
N
L
K
J
I
H
G
M
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
P
M
O
N
G
F
L
D
C
K
A
J
I
H
E
B
7 10 11 12 13 14 15 161 2 3 4 5 6
C2 07/10/11 ISSUED FOR INFORMATION (D) PVKGSMIFI VSR
C1 12/07/11 ISSUED FOR INFORMATION (D) PVKRPR
IFI VSR
C0 11/05/11 ISSUED FOR INFORMATION (D) PVKRPR
IFI VSR
B1 28/04/11 ISSUED FOR APPROVAL (D) PVKRPR
IFA VSR
B0 28/02/11 ISSUED FOR APPROVAL (D) PVKRPR
IFA VSR
040013
F1
A1
PUERTO NUEVO
Description of Rev isionPurposeDateRev.
Client :
Issued by Checked by Approved by
Contractor :
Engineer :
Project Name :
Contractor's Document Identif ication :
02 1 1
W
HA
W
03
S T O
DWG
Rev.Sheet No.: Format :
Scale :
NTS
Client Contract No. :
F10211
Document Title :
TRESTLE STRUCTURE 1 & 2
( GRID 0 TO 20 )
PLAN @ EL+6.30 TOS GRID 0-10
Vendor's Document Identificat ion : Revision :
C2
62771/GA1002
Vendor :
/
11
C2
UNITED ARAB EMIRATES
P.O.Box.9838, MUSSAFAH, ABU DHABI
WILLIAM HARE U.A .E L.L.C
TEL: +971(2) 5510444 FAX: +971(2) 5510440
STRUCTURAL ENGINEERS
ATLAS Investments Ltd.
PRODECO
En Pro de Colombia
Purchase order number:
610388
6667
62771-3015
PG500*300*139
FOR TRANSVERSE BEAMS DIM SHOWN ARE TO C/ L OF FINPLATE
62771-1018
PG1200*500*430
62771-1014
PG1200*500*377
62771-1015
PG1200*500*430
FRAMING PLAN AT EL+6.300 TOS
20000
6667
1088
62771-2004
PLT25*2100
EJ
CB1B
20000 20000
4761
3250
62771-1002
PG1200*500*377
62771-3003
PG500*300*139
62771-3008
PG500*300*162
62771-3007
PG500*300*162
62771-2011
PLT25*1485
250 1250 2250 2500
62771-3009
PG500*300*162
CB1A
B2B2
1905
3250
1188 2062 TYP(UNO)TYP(UNO)
62771-1008
PG1200*500*430
62771-1007
PG1200*500*430
62771-3015
PG500*300*139
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-3014
PG500*300*139
B1B
B1A
6667
B2B1
62771-1003
PG1200*500*377
62771-3003
PG500*300*139
6667
62771-3014
PG500*300*139
62771-3003
PG500*300*139 62771-3003
PG500*300*139
CB1B
62771-1001
PG1200*500*377
62771-1014
PG1200*500*377
62771-1015
PG1200*500*430
62771-1018
PG1200*500*430
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-3015
PG500*300*139
B1D-(UNO)
B1C-(UNO)
B2D-(UNO)
6667 6667
1088
TYP(UNO)
TYP(UNO)
62771-3003
PG500*300*139
B2D-(UNO)
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
6667 6667
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-3014
PG500*300*139
62771-2004
PLT25*2100
CB1B
CB1B
CB1B
MATCH LINE REFER BELOW
62771-1001
PG1200*500*377
62771-1018
PG1200*500*430
62771-1015
PG1200*500*430
62771-1014
PG1200*500*377
62771-1001
PG1200*500*377
62771-1018
PG1200*500*430
62771-1015
PG1200*500*430
62771-1014
PG1200*500*377
62771-1001
PG1200*500*377
20000 20000
6667
62771-3015
PG500*300*139
62771-3003
PG500*300*139
62771-3014
PG500*300*139
62771-2004
PLT25*2100
C2
6667
62771-3003
PG500*300*139
62771-3014
PG500*300*139
6667 6667
62771-3003
PG500*300*139
62771-3003
PG500*300*139
62771-3014
PG500*300*139
62771-3015
PG500*300*139
6667
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
6667
B1C-(UNO)
B2D-(UNO)
B2D-(UNO)
62771-1001
PG1200*500*377
62771-1001
PG1200*500*377
62771-1005
PG1200*500*430
62771-1006
PG1200*500*430
20000 20000 20000 20000 20000
6667 6667 6667 6667 6667 6667 6667 6667 6667 6667 6667 6667 6667 6667 6667
CB1B
3250325025003500250
CB1B
CB1B
CB1B
CB1B
CB1B
FRAMING PLAN AT EL+6.300 TOS
MATCH LINE
REFER ABOVE
62771-3014
PG500*300*139
FOR TRANSVERSE BEAMS DIM SHOWN ARE TO C/ L OF FINPLATE
62771-1001
PG1200*500*377
62771-1001
PG1200*500*377
62771-1005
PG1200*500*430
62771-1006
PG1200*500*430
1088
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-3014
PG500*300*139
62771-2004
PLT25*2100
B1D-(UNO)
62771-1006
PG1200*500*430
62771-1005
PG1200*500*430
62771-1001
PG1200*500*377
62771-1001
PG1200*500*377
1188
62771-3015
PG500*300*139
62771-2004
PLT25*2100
2062 TYP(UNO)TYP(UNO)
62771-3014
PG500*300*139
62771-3003
PG500*300*139
62771-3014
PG500*300*139
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-3015
PG500*300*139
62771-3003
PG500*300*139
62771-3014
PG500*300*139
1088
TYP(UNO)
TYP(UNO)
62771-3014
PG500*300*139
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
MATCH LINE
REFER.62771/GA1003
62771-1001
PG1200*500*377
62771-1001
PG1200*500*377
62771-1005
PG1200*500*430
62771-1006
PG1200*500*430
62771-1001
PG1200*500*377
62771-1001
PG1200*500*377
62771-1005
PG1200*500*430
62771-1006
PG1200*500*430
62771-3003
PG500*300*139
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-3003
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
62771-3014
PG500*300*139
62771-3003
PG500*300*139
62771-3003
PG500*300*139
62771-3014
PG500*300*139
62771-3014
PG500*300*139
62771-3015
PG500*300*139
62771-3015
PG500*300*139
62771-2004
PLT25*2100
TYPICAL SECTION VIEW FOR CAP BEAMS
FPBW
TOS
BOS
FPBW