inspection and test plan (itp) document no.: pr-2019-02

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


0.9MM THICK

DECK SCREWSDS 5.5X40

DRILL 5

EDGE TRIMDEA 504

S2 TYPICAL SECTION

S3

-

S3

-

TYPICAL SECTION

175

560


0.9MM THICKDECK SCREWSDS 5.5X40

DRILL 5

EDGE TRIMDEA 504

RESTRAINT STRAPSDEA 506

@300MM C/C

S4

-

S4

-

TYPICAL SECTION

175

300


0.9MM THICK

EDGE TRIMDEA 504

S5

-

S5

-

TYPICAL SECTION

175

260


0.9MM THICK

EDGE TRIMDEA 504

S6

-

S6 TYPICAL SECTION

175

300


0.9MM THICK


DRILL 5

EDGE TRIMDEA 504

S7

- S7

-

TYPICAL SECTION

175

560


0.9MM THICK

EDGE TRIMDEA 504

S8

-

S8

-

TYPICAL SECTION

150

402


0.9MM THICK


DRILL 5

EDGE TRIMDEA 501


@300MM C/C

S9

-

S9

-

TYPICAL SECTION

150

98


0.9MM THICK


DRILL 5

EDGE TRIMDEA 501

S10

-

S10

-

TYPICAL SECTION

150

102


0.9MM THICK

EDGE TRIMDEA 501

S11

-

150

325


0.9MM THICK

EDGE TRIMDEA 501

S11

-

TYPICAL SECTION


@300MM C/C


@300MM C/C


@300MM C/C


@300MM C/C

RESTRAINT STRAPSDEA 506@300MM C/C



150

REFER TO PLAN


0.9MM THICK


DRILL 5

EDGE TRIMDEA 501

TYPICAL SECTION

@ FRAMED OPENING

150

REFER TO PLAN


0.9MM THICK

EDGE TRIMDEA 501

TYPICAL SECTION

@ FRAMED OPENING


@300MM C/C


@300MM C/C

S12

-


0.9MM THICKDECK SCREW

SDS 5.5X40DRILL 5

EDGE TRIMDEA 504

S12 TYPICAL SECTION


175CONCRETE

WALL



95S13

-

S13

-

TYPICAL SECTION

175

200


0.9MM THICK


DRILL 5

EDGE TRIMDEA 504


@300MM C/C

S14

-

S14

-

TYPICAL SECTION

175

140

STEEL DECKINGCOMFLOR 600.9MM THICK

EDGE TRIMDEA 504


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


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

inspection and test plan (itp) document no.: pr-2019-02

Documents