54278401-SAIC-M-1074

SAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - August 2004)

SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBER

PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

Structural Re-instatement Punchlisting SAIC-M-1074 18-May-05 CIVIL-

PLANT NO.EQUIPMENT ID NUMBER(S) EQUIPMENT DESCRIPTION EQPT CODE SYSTEM ID.

SCHEDULED INSPECTION DATE & TIME

LAYOUT DRAWING NUMBER

TRAVEL TIMEQUANTITY INSP.

WORK PERMIT REQUIRED?

ACTUAL INSPECTION DATE & TIMESAUDI ARAMCO USE ONLY

MH's SPENT

FAIL N/A

CONTRACTOR INSPECTION LEVEL

RE-INSP DATEITEM No. ACCEPTANCE CRITERIA REFERENCE PASS

SAUDI ARAMCO INSPECTION LEVEL

EC / PMCC / MCC NO.REV. NO. PURCHASE ORDER NUMBER

SAUDI ARAMCO TIP NUMBER SAUDI ARAMCO ACTIVITY NUMBER

A DOCUMENTATION

A1 Limits of structures for final inspection has been identified. G.I. 2.710Para. 4.2.2

A2Contractor's QC Inspection Log Book and NCR's were verified for any outstanding open items. (Note: Open items are identified and transferred to the Final System Punchlist Form.)

G.I. 2.710Para. 4.1.1.4

A3Saudi Aramco Inspection's Log Book and NCR Log were verified for open items. (Note: Open items transferred to Final System Punchlist Form.)

G.I. 2.710Para. 4.1.1.4

A4

QC Documentation on Structural Erection/Alignment complete.(SAIC-M-2007 & SATR-M-2002)(NOTE: In the absence of proof that the Erection Checklist has been completed, this checklist will include all checkpoints contained in SAIC-M-2007 ).

G.I. 2.710Para. 4.1.1.2

A5 QC Documentation on Structural Bolt Tightening is complete.(SAIC-M-2009)

G.I. 2.710Para. 4.1.1.2

B WALKTHROUGH PUNCHLISTING: Main Steel Structure

B1Steel structures are complete (ie: columns, beams, braces, chords, etc) in conformance with the Construction drawings, change orders, and site modifications.

G.I. 2.710Para. 4.1.1.2

B2 A washer shall be furnished with each anchor bolt. Plate washer thicknesses shall be as shown on the design drawings.

12-SAMSS-007Para. 6.2.5.21

B3 No section or components of the structure has incurred physical damage during construction/erection. (PIP STS05130, Para. 6.1.1)

12-SAMSS-008Sec. I

B4Field welded connections were completed, tested and accepted through verification of the Weld Summary Report (SATR-W-2008)

G.I. 2.710Para. 4.1.1.2

B5 All field welds shall be continuous weld unless an alternate procedure has been approved by Saudi Aramco. (PIP-STS05130, Para. 6.6.2)

12-SAMSS-008Sec. I

B6

All bolted connections using ASTM A325 that were previously tightened and accepted has maintained their tightness condition by verifiying the initial markings (I.E.: color code, die punches) for signs of changes and/or tampering. (PIP STS05130, Para. 6.5.7)

12-SAMSS-008Sec. I

B7 All ASTM A307 bolt assemblies are tightened to a snug-tight condition. (PIP STS05130, Para. 6.5.5)

12-SAMSS-008Sec. I

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PASS FAIL N/A RE-INSP DATEITEM No. ACCEPTANCE CRITERIA REFERENCE

B8 All erection damage caused to hot-dip galvanized coatings are repaired per Inspection Checklist SAIC-H-2089. (PIP-STS05130, Para. 6.12.1)

12-SAMSS-008Sec. I

Structural Re-instatement Punchlisting SAIC-M-1074 18-May-05PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

Civil



B9

Repairs of damage coating on Steel Structures were completed, accepted and documented in Inspection Checklists SAIC-H-2033 for Alkyd paints, and SAIC-H-2024 for Epoxy coating system. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008Sec. I

B10 All galvanized bolt assemblies tightened against shop-applied paint shall be painted. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008Sec. I

B11All non-shop fabricated structural members and appurtenances are painted with the required coating specification and color requirements as per the Paint Schedule and/or Scope of Work.

SAES-H-001Para. 5.1

B12Structural support shall be painted a neutral background color such as aluminum, gray, or black. Consult the Scope of Work for the required color requirement.

SAES-B-067Para. 4.1.1

B13

Structural members which poses as passageway pinch points, unguarded edges, tripping hazards, and obstructions that present bump hazards shall be painted with safety yellow-and-black stripes. The stripes shall be 100 mm wide.

SAES-B-067Para. 4.2.3a

B14

Vertical and horizontal members of multi-level equipment structural supports shall be fireproofed at all levels from grade up to the highest level at which any of the following conditions exist: a) Fire hazardous equipment b) Vessels with a minimum gross volume of 2.5 m³ (15 barrels) that contain flammable liquid, combustible liquid near or above its flash point, combustible gas, or potentially toxic material.

SAES-B-006Sec. 5.7

B15

Fireproofing when required on structural steel columns and beams supporting Vessels, Equipment, and Piping are complete and accepted. Verify acceptance through completion of the following Inspection Checklists: a. SAIC-B-2010 (Proprietary Fireproofing) b. SAIC-B-1003 & B-1004 (for concrete materials).

SAES-B-006Sec. 5

B16 All cross-bracing shall be bolted at intersections, with one bolt minimum for angles and two bolts minimum for tees.

12-SAMSS-007Para. 6.2.8.2

C WALKWAYS and HANDRAILS

C1

Walkways and handrails were inspected as completed assembly following the Inspection Checklist # SAIC-M-2010 per SATIP-M-001-01.(Note: All inspection checkpoints listed in SAIC-M-2010 shall form part of this checklist if not done otherwise.)

G.I. 2.710Para. 4.1.1.2

C2 All secondary bolted connections using ASTM A307 bolt are tightened to a snug-tight condition. (PIP STS05130, Para. 6.5.5)

12-SAMSS-008Sec. I

C3Field welded attachments and modifications to walkways and handrails are seal welded with a minimum fillet weld size of 3mm and 5mm for strenght welds. (PIP-STS05130, Para. 6.6.4)

12-SAMSS-008Sec. I

C4 All erection damage caused to hot-dip galvanized coatings are repaired per Inspection Checklist SAIC-H-2089. (PIP-STS05130, Para. 6.12.1)

12-SAMSS-008Sec. I

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C5

Repairs of damage coating on Steel Structures were completed. (PIP STS05130, Para. 6.12.2)NOTE: Acceptance and documentation shall be verified through SAIC-H-2033 for Alkyd paints, and SAIC-H-2024 for Epoxy coating system.

12-SAMSS-008Sec. I

C6 All galvanized bolt assemblies tightened against shop-applied paint are painted. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008Sec. I

C7All non-shop fabricated members and appurtenances are painted with the required coating specification and color requirements as per the Paint Schedule and/or Scope of Work.

SAES-H-001Para. 5.1

C8 Non-grating walking surfaces including patterned steel plates shall have a non-skid surface, i.e: anti-skid paint per SAES-H-101, APCS-12).

SAES-B-054Para. 4.9.2 &

4.9.3

C9 Grating fasteners (grating clips/hold down bolts) are tightened and provide firm anchorage of grating. (NAAMM MBG 531-00, Page 14).

12-SAMSS-007Para. 4.14

C10Grating panels are provided with a minimum of 2 fasteners at each support with a minimum of 4 fasteners per panel. NOTE: The location of the fasteners are:

12-SAMSS-007Para. 6.1.16

C11Bearing surface of grating or grating panels on supports shall be 1" (25mm) minimum for bearing bar depths up to 2-¼". (NAAMM MBG 531-00, Page 15).

12-SAMSS-007Para. 4.14

C12Checkered plate used as floor plates shall be provided with ½" (12mm) diameter drain holes (when specified on contract drawings) for each 20 ft² (2 m²) of area, with a minimum of one hole per panel.

12-SAMSS-007Para. 6.1.19

C13 Grating or checkered plated openings for penetrations are cut and banded as shown on the design drawing.

12-SAMSS-007Para. 6.1.17

C14

Physical hazards such as stumbling and bump hazards such passageway pinch points, unguarded edges, tripping hazards, and obstructions shall be strip coated with safety yellow-and-black stripes if can not be corrected. The stripes shall be 100 mm wide.

SAES-B-067Para. 4.2.3 a

D STAIRS

D1

Stairs were inspected as completed assembly. Note: Verify the inspection record, Inspection Checklist #SAIC-M-2010 per SATIP-M-001-01 for completeness.(NOTE: All inspection checkpoint items listed in SAIC-M-2010 shall form part of this checklist if not done otherwise. )

G.I. 2.710Para. 4.1.1.2

D2 All ASTM A307 bolt assemblies are tightened to a snug-tight condition. (PIP STS05130, Para. 6.5.5)

12-SAMSS-008Sec. I

D3Field welded attachments and modifications to walkways and handrails are seal welded with a minimum fillet weld size of 3mm and 5mm for strength welds. (PIP-STS05130, Para. 6.6.4)

12-SAMSS-008Sec. I

D4 All erection damage caused to hot-dip galvanized coatings are repaired per Inspection Checklist SAIC-H-2089. (PIP-STS05130, Para. 6.12.1)

12-SAMSS-008Sec. I

D5

Repairs of damage coating on steel structures were completed.NOTE: Acceptance and documentation shall be verified through SAIC-H-2033 for Alkyd paints, and SAIC-H-2024 for Epoxy coating system. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008Sec. I

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D6 All galvanized bolt assemblies tightened against shop-applied paint shall be painted. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008Sec. I

D7All non-shop fabricated members and appurtenances are painted with the required coating specification and color requirements as per the Paint Schedule and/or Scope of Work.

SAES-H-001Para. 5.1

D8 Base of stair is anhored. AC-36106 Rev. 4

D9Physical hazards such as stumbling and bump hazards such as concrete supports at the base of the stairways shall be stripe coated with safety yellow-and-black stripes. The stripes shall be 100 mm wide.

SAES-B-067Para. 4.2.3 a

E LADDERS and CAGES

E1

Ladders were inspected as completed assembly using the Inspection Checklist # SAIC-M-2010 per SATIP-M-001-01.NOTE: Verify/Review the Checklists for completeness.(NOTE: All inspection checkpoint items listed in SAIC-M-2010 shall form part of this checklist if not done otherwise .)

G.I. 2.710Para. 4.1.1.2

E2 All bolt assemblies are tightened to a snug-tight conditions. (PIP STS05130, 6.5.5)

12-SAMSS-008Sec. I

E3 All erection damage caused to hot-dip galvanized coatings are repaired per Inspection Checklist SAIC-H-2089. (PIP-STS05130, Para. 6.12.1)

12-SAMSS-008Sec. I

E4

Repairs of damage coating on Steel Structures were completed. (PIP STS05130, Para. 6.12.2)NOTE: Acceptance and documentation shall be verified through SAIC-H-2033 for Alkyd paints, and SAIC-H-2024 for Epoxy coating system.

12-SAMSS-008Sec. I

E5 All galvanized bolt assemblies tightened against shop-applied paint shall be painted. (PIP STS05130, Para. 6.12.2)

12-SAMSS-008,Sec. I

E6All non-shop fabricated members and appurtenances are painted with the required coating specification and color requirements as per the Paint Schedule and/or Scope of Work.

SAES-H-001Para. 5.1

E7 Ladder is anchored at the base, intermediate support and at top termination points. (ANSI A14.3, Fig. 8)

SAES-B-054Sec. 8

E8

Safety guards (commonly known as "drop bars" or "safety gates") are provided on fixed ladders serving elevations 1.2 m or more above the ground, existing platform or floor, unless the ladder terminates at a surface without a guard rail such as a building roof or a loading dock

SAES-B-054Sec. 8 (4.1.7)

E9 Safety guard (drop bar) is self dropping by conforming to Library Drawing DE-950101 or equivalent.

SAES-B-054Sec. 8 (4.1.7)

E10

Minimum clear space around the ladder is maintained as follows: a. Back side: 7" measured fron centerline of rung, or 1½" min. measured from the edge of the side rail for unavoidable obstructions, ie: column or insulated structures. b. Front: 30", or 27" if ladder is facing a smooth wall. c. Sides: 15" from center line of ladder to each sides. (PIP STF05501, Detail Dwg. Page 7 and ANSI A14.3, Para. 5.4.1)

SAES-B-054Sec. 8

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REFERENCE DOCUMENTS:

6- SAES-H-101 -- Approved Protective Coating Systems, 31 August 2003

Name, Initials and Date:

Work Verified

Saudi Aramco

T&I WitnessedQC Inspector

Work Verified

QC Record Reviewed

Work / Rework May ProceedPID Representative

Construction Representative*

Name, Initials and Date:Work is Complete and Ready for Inspection:

Name, Initials and Date:

PMT Representative T&I Witnessed

*Person Responsible for Completion of Quality Work / Test Y = YES N = NO F = FAILED

QC Supervisor Proponent and Others

Name, Sign and Date: Quality Record Approved: Name, Organization,

Initials and Date:

T&I Witnessed QC Record Reviewed

Work VerifiedQC Record Reviewed

2- SAES-B-006 -- Fireproofing for Plants, 30 June 20033- 12-SAMSS-007 -- Fabrication of Structural and Miscellaneous Steel, 28 April 20044- 12-SAMSS-008 -- Erection of Structural and Miscellaneous Steel, 28 January 20045- SAES-H-001 -- Selection Requirements for Industrial Coatings, 30 October 2002

Contractor / Third-Party

Name, Initials and Date:Performed Inspection

F Lifting Structures/Monorails

F1 Lifting equipment and devices such as davits, monorails, and lifting beams shall be painted safety yellow.

SAES-B-067Para. 4.2.3

F2 The lifting equipment and devices shall be load tested and certified by Crane Inspection of PID. (ASME B30.11, Para.11-2.2.2a)

G.I. 7.030Para. 3.3.1

1- SAES-B-054 -- Access, Egress, and Materials Handling for Plant Facilities, 31 March 2001

F3All lifting equipment and devices shall be clearly marked in black paints with the rated capacity of the equipment in Arabic and English in metric tons.

SAES-B-067Para. 4.3.6 & 4.4

REMARKS:1. Any Item marked as "Fail" requires to be identified with the specific description and location of the descripancy/violation and shall be listed in the Contractor's Re-Instatement Punchlist Form.2. This Checklist along with the Re-Instatement Punchlist, with or with out cleared items, shall be submitted to Saudi Aramco on or before the requested time for Mechanical Completion Punchlisting.

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