SAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - December 2005) Rev 2 SAIC NUMBER SAUDI ARAMCO INSPECTION CHECKLIST Receiving Inspection of Fabricated Structural Attachments to Equipment (Access and Supports) PROJECT TITLE 31-Dec-05 DATE APPROVED QR NUMBER SAIC-D-2004 WBS / BI / JO NUMBER 1-Dec-06 MECH- CONTRACTOR / SUBCONTRACTOR EQUIPMENT ID NUMBER(S) LAYOUT DRAWING NUMBER SCHEDULED INSPECTION DATE & TIME SAUDI ARAMCO TIP NUMBER SAUDI ARAMCO INSPECTION LEVEL EQUIPMENT DESCRIPTION REV. NO. PURCHASE ORDER NUMBER EQPT CODE SYSTEM ID. PLANT NO. EC / PMCC / MCC NO. QUANTITY INSP. MH's SPENT TRAVEL TIME ACTUAL INSPECTION DATE & TIME SAUDI ARAMCO ACTIVITY NUMBER CONTRACTOR INSPECTION LEVEL SAUDI ARAMCO USE ONLY WORK PERMIT REQUIRED? ITEM No. A ACCEPTANCE CRITERIA Walkways & Platforms Each item or bundle of walkways and platforms are marked with a unique tag number to clearly indicate its associated equipment. Each item or bundle of walkways and platforms are indicated on the erection drawings. The buyer's purchase order number are shown on all erection and shop drawings. REFERENCE PASS FAIL N/A RE-INSP DATE A1 12-SAMSS-007, Par. 6.4.6 A2 12-SAMSS-007, Par. 6.4.9 A3 A Shipping List (including total weight), a Bolt List, and a minimum of two 12-SAMSS-007, sets of final erection and shop drawings are with the first shipment of Par. 6.5.1 each steel structures. Material test reports for each heat of structural steel, each lot of highstrength and ASTM A307 bolts are available for review . Material test reports shall conform to EN 10204, Type 3.1.B. Connections for secondary structural members (purlins, girts, stair framing, stair treads, stair bracing, toe plate, handrail, ladders, small miscellaneous platforms, stiles, etc.) are bolted with machine bolts conforming to ASTM A307. ASTM A307 bolts supplied with the structures are to be limited to sizes 16 mm (5/8 inch) diameter and smaller. The thickness of gusset and stiffener plates are 10 mm (3/8 inch) minimum. All structural strength welding are continuous.The minimum fillet weld size is 3/16 inch (5 mm) for structural welds. The edges of all tightly contacting surfaces are completely seal welded with a minimum of 3 mm fillet weld regardless of the base metal thickness. Re-entrant corners of steel structures are shaped, notched-free, to a radius. Galvanized washers and nuts furnished on galvanized bolts. All bolts, nuts, and washers are properly identified and marked with the material grade and manufacturer's logo. To ensure electrical continuity when shop-applying non-conductive coatings (i.e., epoxies), all contact surfaces are masked and noted on the shop drawings. All cross-bracing are bolted at intersections, with one bolt minimum for angles and two bolts minimum for tees. 12-SAMSS-007, Par. 6.5.1 A4 A5 SAES-M-001, Par. 7.1.8.5 A6 SAES-M-001, Par. 7.1.8.5 SAES-M-001, Par. 7.1.8.6 SAES-M-001, Par. 7.1.9.2 SAES-M-001, Par. 7.1.9.3 12-SAMSS-007, Par. 6.1.10 12-SAMSS-007, Par. 6.2.5.4 12-SAMSS-007, Par. 6.2.5.5 12-SAMSS-007, Par. 6.2.7.3 A7 A8 A9 A10 A11 A12 A13 A14 12-SAMSS-007, Par. 6.2.8.2 Page 1 of 4 5.1. See M-SATIP as needed. or as per the project Coating Schedule and subject to their limitations on service conditions.5 12-SAMSS-007.1 A22 12-SAMSS-007. 5. Variations in straightness of structural columns and beams are required to be within the allowed variations stated in the attached ASTMA6/A6M. 5. Par.1. porous. the defects shall be repaired by redipping the member in the zinc bath.3 A19 A20 12-SAMSS-007.4 A21 SAES-H-001.6 12-SAMSS-007 Par. Tables 21. 6. Galvanizing of steel shapes.6 A24 Page 2 of 4 . sags. Par.4) Any nonadhering galvanizing were removed until the surrounding galvanizing is integral and adherent to the base metal.December 2005) Rev 2 SAIC NUMBER SAUDI ARAMCO INSPECTION CHECKLIST Receiving Inspection of Fabricated Structural Attachments to Equipment (Access and Supports) PROJECT TITLE 31-Dec-05 DATE APPROVED QR NUMBER SAIC-D-2004 WBS / BI / JO NUMBER 1-Dec-06 MECH- CONTRACTOR / SUBCONTRACTOR ITEM No. Par.1. flux deposit. 5. 24 & 25. lumps projections.9 A23 12-SAMSS-007. Par. REFERENCE 12-SAMSS-007. 5. 23.6.2 12-SAMSS-007.2 & Par. Par. 5. Section 5.ASTM A153 / ASTM A153M or ASTM B695 Galvanized coated structures are free of the following defects: Uncoated areas. APCS-1B. plates & hardware were in accordance with ASTM A123 as verified through mill test certs Galvanizing of bolts were in accordance with the following ASTM specifications as verified through the mill Test Certificates.2 PASS FAIL N/A RE-INSP DATE A17 12-SAMSS-007. a) ASTM A325 Type 1 or ASTM A325M Type 1 bolts and corresponding nuts and washers -ASTM B695 (or ASTM A153 / ASTM A153M when approved by the Buyer).05 to 0.3.1. b) ASTM A36 / ASTM A36M threaded bar or ASTM A307 bolts and corresponding nuts and washers .6.as specified by the Purchase Order Where fireproofing of structural steel is specified. 6. drips.6. the steel are coated in accordance with SAES-H-001. Par. External coating has no physical damage (gouge. Section 5. As minimum.1.1. gross dross inclusion.REV 0 (Standards Cutoff . 5. Coating system applied conformed with the selection requirements of SAES-H-001. cracks.2 A18 12-SAMSS-007.1. the coating systems are: a) Onshore Structures(non-corrosive): APCS-4/6/1B/22/26/26T b) Onshore (corrosive atmosphere) and Offshore Structures: APCS-1A/1B/1C/1D/1E/22/26/26T c) Galvanized Steel: APCS-26/ APCS-26T/ APCS-22 and APCS-1C primer only for touch-up and repair. 5. dry spray. Epoxy Coated System with Epoxy Primer.18-MAY-05 .1. 5. blisters. 22. runs.) Any cold repair to galvanized structure using an organic zinc rich coating (primer in APCS-1C) is allowed with following conditions: a) The total damaged area is less than 1% of the total coated area of the member being repaired b) No single repair is greater than 1300 mm² or 300 mm long.1. foreign matter) or pre-mature breakdown/rusting and meet the DFT requirements as follows:(SAES-H101) a) APCS-1A&B -----275-375 microns b) APCS-1C ---------250-375 microns c) APCS-1D&F -----190-315 microns d) APCS-1E ---------175-315 microns e) APCS-2A/B/C ---275-375 microns Minimum 2 Coats Req'd f) APCS-1D ---------200-250 microns g) APCS-4 ----------115-180 microns h) APCS-22 ---------300-400 microns i) Others ------------. globules or heavy zinc deposit. Par. Par. (ASTM A123. A15 A16 ACCEPTANCE CRITERIA The bottom of base plates are clean and free of any rust or corrosion. (NOTE: When surface defects exceed 2% of a member's area.K/M/O.6.2.SAUDI ARAMCO ID/PID .08 mm (2 to 3 mils) and contain a minimum of 65% zinc dust by weight. Par. c) The dry film thickness is 0.1. Mitered construction shall not be used in place of bending handrails. 4. Rails do not overhang the posts to pose a projection hazard (ANSI A1264.REV 0 (Standards Cutoff . Toe boards have minimum height of 3-1/2" (89 mm). Exposed corners. (ANSI A1264. Checkered plate have ½ inch (12 mm) diameter drain holes (when specified on contract drawings) provided for each 20 ft² (2 m²) of area. ladders. Ladder cages are shop assembled on ladders. Par. Ends of rails are terminated at terminal posts. 7.4) SAES-B-054. Par. Par.1.5) D2 D3 Page 3 of 4 .1. 6. & per the following reqmts: a) Railings are round structural tubing.14 12-SAMSS-007.9. 7.23) 12-SAMSS-007. Par. Gr B. Par. 7 12-SAMSS-007. Gratings cut from a standard length are provided with end banding. (6.18-MAY-05 . Treads of fixed stairs are installed with a rise of 190 mm and a tread run of 254 mm (Minimum). c) Ladder rungs are 20mm diameter.4 12-SAMSS-007. 6. (Tolerance for Riser: +/-3mm and +/-13mm for bottom step. platforms and stairs.SAUDI ARAMCO ID/PID .17 SAES-B-054. B Ladders and Cages ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE B1 Fixed Ladders and Cages are constructed as per detail drawings of PIP Standard STF05501.15) C3 C4 C5 C6 C7 C8 C9 C10 D D1 SAES-B-054.4) All open ends of steel pipes or tubing are sealed to prevent internal corrosion. 12-SAMSS-007.18 SAES-B-054. Floor Steel plate with plain or with diamond or other patterns are coated with anti-skid paint. SAES-H-101 APCS-12. Sec.9. & 1. (6. Par.5 C2 SAES-B-054.1. 6. Walkways and Railings Pipe Railing for Walkway and Working Surfaces are constructed as per detail drawings of PIP STF05520. with a minimum of one hole per panel. which might cause injury to personnel using the assembled structure. Par.December 2005) Rev 2 SAIC NUMBER SAUDI ARAMCO INSPECTION CHECKLIST Receiving Inspection of Fabricated Structural Attachments to Equipment (Access and Supports) PROJECT TITLE 31-Dec-05 DATE APPROVED QR NUMBER SAIC-D-2004 WBS / BI / JO NUMBER 1-Dec-06 MECH- CONTRACTOR / SUBCONTRACTOR ITEM No.19 SAES-B-054. Except on removable railing section as shown in PIP STF05520. Refer to Dwg AB-36106 & AC-36198) Height of stair rail is 3'-6" (850 mm) per PIP-STF05520.9 OD (1. cabon steel. 7. Sec. with the following: a) All welds are smooth. burrs or rough spots on handrail. 5. 5. 6. Par.7) Stairs Stair treads are made of a steel grating type with an abrasive nosing.1.1. 5. Par.3 B2 C 12-SAMSS-007. shall be ground or filed smooth. Sec. continuous and sealed b) Bolts are 5/8" (16mm) ASTM A307 unless otherwise noted. Pages 4 to 9. 5.1. Par.5" NPS) b) Bolts are 5/8" -A307 c) All joint welds in top rail are smooth finish d) Height of top rail is 1050mm from floor line e) Mid-rail installed at 475mm below the top surface of the handrail. 7.1 SAES-B-054.1 Par. Sec. Sec. 7. 4. Sec. (6. 6. edges. 6.15 C1 12-SAMSS-007. The bending radius of the top handrail shall be 190 mm. guards. Std. Par.3 SAES-B-054. (5. Grating / checkered plate openings dimensioned on design dwgs are cut and banded in the shop as shown on the design drawing. and Materials Handling for Plant Facilities. Initials and Date: Work / Rework May Proceed PID Representative T&I Witnessed Name.SAES-H-100 -. Initials and Date: T&I Witnessed QC Record Reviewed Work Verified Y = YES N = NO F = FAILED Page 4 of 4 .Selection Requirements for Industrial Coatings.SAES-M-001 -. 28 February 2005 2. 28 September 2005 5. 30 April 2005 4.SAES-H-001 -. REMARKS: Update as needed ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE REFERENCE DOCUMENTS: 1.Access. 31 July 2004 6.Fabrication of Structural and Miscellaneous Steel.18-MAY-05 . 29 June 2005 Contractor / Third-Party Construction Representative* Work is Complete and Ready for Inspection: Name.REV 0 (Standards Cutoff .Approved Protective Coating Systems. Initials and Date: Name. Organization. 15 March 2006 3.Structural Design Criteria for Non-Building Structures.12-SAMSS-007 -. Initials and Date: QC Record Reviewed Work Verified QC Supervisor Quality Record Approved: Name.Painting Requirements for Industrial Facilities. Initials and Date: Saudi Aramco PMT Representative T&I Witnessed QC Record Reviewed Work Verified QC Inspector Performed Inspection Name.SAES-B-054 -.December 2005) Rev 2 SAIC NUMBER SAUDI ARAMCO INSPECTION CHECKLIST Receiving Inspection of Fabricated Structural Attachments to Equipment (Access and Supports) PROJECT TITLE 31-Dec-05 DATE APPROVED QR NUMBER SAIC-D-2004 WBS / BI / JO NUMBER 1-Dec-06 MECH- CONTRACTOR / SUBCONTRACTOR ITEM No.SAUDI ARAMCO ID/PID . Egress. Sign and Date: *Person Responsible for Completion of Quality Work / Test Proponent and Others Name.SAES-H-101 -.