inspection and test plan (itp) document no.: pr-2019-02
TRANSCRIPT
SEAWORLD ABU DHABI
INSPECTION AND TEST PLAN (ITP)
Document No.: PR-2019-02-ITP-0003
Activity: STRUCTURAL STEEL ERECTION – ABUDHABI OCEAN
Revision: A1
Date: 16.02.2021
Page: 3 of 4
Sl.
No.
Activity
(Description of activity/
operation requiring
inspection/ testing)
Controlling
Document
Acceptance
Criteria Frequency
Verifying
Document
and/or
Record
Inspection/Testing
Authority Sub-
Contr
actor
ALEC Consult
ant 3rd Party Client Remarks
LEGEND:
P – Prepare R- Review and submit documents for review A – Approval (Document Approval) I –Internal Inspections (IR required)
H - Mandatory - work cannot proceed until activity has been
signed-off by relevant party
S – Monitoring of work activities, NO report
/ record required
W – Verifying Party to witness. Evidence of witness shall be
by signature of relevant Inspection Report. NOT mandatory
3.4 WELDING (IF ANY)
3.4.1
Visual examination &
dimensional control of weld
setup (Fit-up)
Approved
drawings/
Approved WPS
AWS D1.1
Table 6.2 100% WIR H R R R
3.4.2 Visual examination on all welds AWS D1.1 /
approved WPS
AWS D1.1
Table 6.1 100%
WIR &visual
inspection
&dimension
al report
H R R R
3.4.3
Non-Destructive Test 100% UT
on all Full penetration butt welds
joints & 10% MPI on fillet and PJP
welds
AWS D1.1/
Project
specifications
AWS D1.1
Table 6.2
100% UT
10% MPI NDT Report
H R A H R
3.5 PAINTING OF STEELWORK
3.5.1 SEPARATE ITP WILL BE SUBMITTED FOR SITE PAINTING ACTIVITIES
4 DECKING SHEET INSTALLATION
4.1 ERECTION ACTIVITIES
4.1.1
Decking sheet laying and
survey -
Approved
Erection
drawings and
Method
statement
Project
specification,
Approved
drawings and
survey
100% WIR H H A - R
4.1.2 Installation of Shear studs
and welding -
Approved
drawings
Weld shall be 360
degree 100% WIR
H W A - R
4.1.3 Bend test of shear studs -
AWS D1.1 AWS D1.1 5% of the
total studs WIR
H W A - R
DEC423L=8300
DEC425L=7130
MEZZ. DECK PLAN @ LEVEL +23.725(T.O.S) & (23.750)-SSL(+23.900)-LEVEL 5- SECTOR-2
-FIELD CUT LAST OVER PANEL & EDG ANGLE
-PANEL RUN W/STD LAP
1000010000
1000
010
000
3000
0
20000
104
C/O
6MM
1490
260
C/O
560C/O
127O/C
300
O/C
560C/O
187
C/O
102
C/O
402
C/O
325
C/O
98C/O
175
AO-CS1
SSL +23.900
175
AO-CS1
SSL +23.900
150
AO-CS2
SSL +23.900
1000
0
S1
-
S1
-
TYPICAL SECTION
175
104
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 504
S2
-
175
127
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 504
S2 TYPICAL SECTION
S3
-
S3
-
TYPICAL SECTION
175
560
STEEL DECKINGCOMFLOR 60
0.9MM THICKDECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 504
RESTRAINT STRAPSDEA 506
@300MM C/C
S4
-
S4
-
TYPICAL SECTION
175
300
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 504
S5
-
S5
-
TYPICAL SECTION
175
260
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 504
S6
-
S6 TYPICAL SECTION
175
300
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 504
S7
- S7
-
TYPICAL SECTION
175
560
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 504
S8
-
S8
-
TYPICAL SECTION
150
402
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 501
RESTRAINT STRAPSDEA 506
@300MM C/C
S9
-
S9
-
TYPICAL SECTION
150
98
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 501
S10
-
S10
-
TYPICAL SECTION
150
102
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 501
S11
-
150
325
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 501
S11
-
TYPICAL SECTION
RESTRAINT STRAPSDEA 506
@300MM C/C
RESTRAINT STRAPSDEA 506
@300MM C/C
RESTRAINT STRAPSDEA 506
@300MM C/C
RESTRAINT STRAPSDEA 506
@300MM C/C
RESTRAINT STRAPSDEA 506@300MM C/C
RESTRAINT STRAPSDEA 506@300MM C/C
RESTRAINT STRAPSDEA 506@300MM C/C
150
REFER TO PLAN
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 501
TYPICAL SECTION
@ FRAMED OPENING
150
REFER TO PLAN
STEEL DECKINGCOMFLOR 60
0.9MM THICK
EDGE TRIMDEA 501
TYPICAL SECTION
@ FRAMED OPENING
RESTRAINT STRAPSDEA 506
@300MM C/C
RESTRAINT STRAPSDEA 506
@300MM C/C
S12
-
STEEL DECKINGCOMFLOR 60
0.9MM THICKDECK SCREW
SDS 5.5X40DRILL 5
EDGE TRIMDEA 504
S12 TYPICAL SECTION
RESTRAINT STRAPSDEA 506@300MM C/C
175CONCRETE
WALL
RESTRAINT STRAPSDEA 506@300MM C/C
RESTRAINT STRAPSDEA 506@300MM C/C
95S13
-
S13
-
TYPICAL SECTION
175
200
STEEL DECKINGCOMFLOR 60
0.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
EDGE TRIMDEA 504
RESTRAINT STRAPSDEA 506
@300MM C/C
S14
-
S14
-
TYPICAL SECTION
175
140
STEEL DECKINGCOMFLOR 600.9MM THICK
EDGE TRIMDEA 504
RESTRAINT STRAPSDEA 506@300MM C/C
AO-MB3
AO
-MJ1
AO
-MJ1 AO
-MB
3
AO
-MB
3A
O-M
J6
AO
-MB
4A
AO-MB4
AO-MB1
AO-MB1
AO-MB1
AO-MB1
AO-MB1
AO-MB1
AO
-MJ6
AO
-MJ5
AO
-TB
18
AO-MB1
AO-TB17
AO-MB1
AO-MB23
AO-MB23
AO-MB5
AO-MB3
AO-MB3
AO
-MJ1
AO
-MB
5
AO
-MJ1
AO
-MJ1 A
O-M
B7
AO
-MB
5
AO-MB1
AO-MB1
AO-MB1
AO-MB1
AO-MB1
AO
-TB
18A
O-M
J4A
AO
-MJ5
AO
-MJ5
AO-MB23
AO
-MJ5
AO-MB1
AO
-MJ5
AO-MB1
AO
-MB
7
SOPDECK
SOPDECK
SO
P
DE
CK
1309
SOPDECK
3398
3200
TYPICAL SECTION@END JOINT
150/
175
76
6MM
CONSTRUCTION TOLERANCE
2`` DECKING TAPE
TO CLOSE THE GAP
RC SLABBY OTHER
STEEL DECKINGCOMFLOR 600.9MM THICK
50
MIN.BEARING
50
MIN.BEARING
DEC420L=3800
DEC420L=3800
DEC423L=8300DEC423L=8300
DEC424L=4725
DEC424L=4725
DEC424L=4725
DEC424L=4725DEC424L=4725DEC424L=4725
DEC424L=4725
DEC425L=7130
DEC425L=7130
TYPICAL COMFLOR 60 DECK PANEL PROFILE
DECK PANEL COMFLOR 60
292
C/O
DEC423L=8300
40MM ISOLATIONGAP
40MM ISOLATIONGAP
40MM ISOLATIONGAP
40
40
40
496
18751875
14951
101
311
95
40MM ISOLATION
7279
4501
TYP.UON
A2
STIFFENERS
@1.2M SPACING
STIFFENERS
@1.2M SPACING
A2
STIFFENERS
@1.2M SPACINGA2
40MMISOLATION GAP
TOC+24.050M
A2
DEC8000L=4785TYP.UON
DEC8001L=7890
DEC8001L=7890DEC8001L=7890
DEC8002L=1200
DEC8001L=1200
150X150MM UPSTAND
A2
Sindhu Nair
ü
DECKING PROFILE TO BE
PERPENDICULAR TO WHAT IS
SHOWN - REVISE
05 May 2021
TYPICAL COMFLOR 60 DECK PANEL PROFILE
DECK PANEL COMFLOR 60
STEEL DECKING COMFLOR 60
0.9MM THICK
SHEAR STUDS D19 X 125MM
RC SALB
TYPICAL SHEAR STUD DETAIL
STEEL DECKING COMFLOR 60
0.9MM THICK
SHEAR STUDS D19 X 125MM
RC SALB
A
A
SECTION A-A
25 25
2 PERTROUGH 19DIAX125MM
SECTION A-A
1 PERTROUGH 19DIAX125MM
= =
REFER TO SHEAR STUDS SCHEDULE
300C/C
TYP.
STEEL DECKING COMFLOR 600.9MM THICK
DECK SCREWSDS 5.5X40
DRILL 5
FIXING & SIDE LAP DETAIL (TYPICAL)
General comments:
-Contractor to ensure and show number of shear stud and spacing are matching with AECOM IFC drawings.-Steel framing,arrangement,members sizes, coordinates, levels and setting out to be fully coordinated with the latestdesign IFC drawings and BIM models and the RFI responses.-Steel decking to be coordinated and read in conjunction with the latest approved GA drawings of the concrete elements.-To be coordinated and read in conjunction with the latest approved GA and builders work drawings in coordination withthe concrete elements, levels, platforms, MEP openings and other disciplines.-Contractor to coordinate and provide (if required) any interface steel member, additional angles, plates and connectionsto support any finishes or services supported on the structure.
Sindhu Nair
ü
REFER TO ALL RELEVANTCOMMENTS IN A0 & A1 REVISION.
05 May 2021
Abu Dhabi Ocean- Internal Staircase-Grid: 13 - 14 / F – G, Shear Stud Bend Test Photos
Abu Dhabi Ocean- Internal Staircase-Grid: 13 - 14 / F – G, Shear Stud Bend Test Photos
Abu Dhabi Ocean- Internal Staircase-Grid: 13 - 14 / F – G, Shear Stud Bend Test Photos
Abu Dhabi Ocean- Internal Staircase-Grid: 13 - 14 / F – G, Shear Stud Bend Test Photos