copy of smitp-m-001-01( structural ) (rev 3 27-april-2013) r3.xlsx

SMITP-M-001-01

SADARA MFC INSPECTION AND TEST PLANSMITP No.REV. NO.APPROVED DATEDISCIPLINE:STEEL STRUCTURES INSTALLATIONSMITP-M-001-01REV.3STEEL STRUCTUREPROJECT TITLE:SADARA MFC PROJECTWBS/BI/JO/NO.CONTRACTOR/SUBCONTRACTORDAELIM

ITEM NO.PROJECT PHASE &ACTIVITY CODE TASK / ACTIVITY QUALITYPROCEDUREQUALITY RECORDINSPECTION RESPONSIBILITYASSIGNMENTSREMARKSGIWIDAELIMCOMPANY1.0DOCUMENT REVIEW1.1Approval of Procedure1. WorkProcedure for Assembly and Installation of Structural Steel, Plate Work and Bolt TighteningTR of ApprovalRHRHRHSchedule "Q" Attachment IV1.2 2. WorkProcedure for Structural Steel Repairs TR of ApprovalRHRHRH 2.0WELDING QUALIFICATION2.1Welding Procedure SpecificationApproved WPSApproved WPSRHRHRH2.2Welder QualificationSee RemarksSee RemarksIWWCertification Acceptance of Welders /Brazers, NDT, Coating and Cable Splicing Personnel. (A554-O-PRG-QA-GEN-PRO-012) & AWS D1.1/D1.1M.3.0MATERIAL RECEIVING3.1Structural Steel, Shapes and PlatesSMIC-M-2003-1SMIC-M-2003-1IWWCompany shall be notified and witnessed for the first batch of deliveries.3.2Bolts, Nuts and WashersSMIC-M-2021-1SMIC-M-2021-1IWWCompany shall be notified and witnessed for the first batch of deliveries.3.3Fabricated Steel StructuresSMIC-M-2004-1SMIC-M-2004-1IWW3.4Storage, Handling and PreservationSMIC-M-2005-1SMIC-M-2005-1IWW4.0INSTALLATION4.1Inspection of Support Foundation to Structural or Equipment InstallationSMIC-M-2006-1SMIC-M-2006-1IWS W4.2Field Welding InspectionSee RemarksSee RemarksRefer to Items 4.9 - 4.11 below4.3Structural Alignment prior to GroutingSMIC-M-2007-1SMIC-M-2007-1IWS W4.4GroutingSee RemarksSee RemarksRefer to Civil SMITP-Q-010-014.5Repair/Correction of Errors of Structural Alignment SMIC-M-2008-1SMIC-M-2008-1IWW4.6Pre-Installation Procedure Verification Testing of Turn-of-Nut Method ASTM A325 or ASTM A490 Bolts SMTR-M-2002-1SMTR-M-2002-1IWS4.7High Strength Bolts Tightening Inspection and Testing (ASTM A325 or A490 BoltsSMIC-M-2009-1SMIC-M-2009-1IWS W4.7aAnchor Bolts Tightening Inspection SMIC-M-2009-1SMIC-M-2009-1IWW4.8Inspection of Access Steel Structures InstallationSMIC-M-2010-1SMIC-M-2010-1IWW4.9AWS D1.1 Application including repair Pre-Welding Inspection SMIC-M-2012-1SMIC-M-2012-1IWS W 4.10AWS D1.1 Application including repair In-process Welding Inspection SMIC-M-2012-1SMIC-M-2012-1IWS 4.11AWS D1.1 Application including repair Post Welding Final Inspection SMIC-M-2012-1SMIC-M-2012-1IWW 4.12Touch - up coating and paintingSMIC-H-2032-1SMIC-H-2032-1IWS 4.13Final Inspection/Structural PunchlistingSee RemarksSee RemarksIHHUse SMTR-A-2011-1

GENERAL NOTES1The first three incidents of each Inspection or testing activity listed require 100 % participation by Company Site Inspection Personnel. After this period, Company Inspection may adjust the levels of Company participation based upon the Contractors performance.2Surveillance: QA/QC organization to monitor work in progress without notice from Construction Organization.3Witness: QA/QC organization shall be notified of the timing of Inspection or test in advance. However, the inspection or test shall be performed as scheduled if the QA/QC organization representative is not present.4Hold: QA/QC organization shall be notified of the timing of inspection or test in advance. Inspection or test shall not be carried out without the QA/QC organization representative in attendance.

LEGENDH Hold Point for QC Inspection or Test.RReview of DocumentsWWitness Inspection/TestRHReview and Approval of DocumentsSSurveillanceI Inspection

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SMIC-M-2003-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERReceiving Inspection of Structural Steel Shapes and PlatesSMIC-M-2003-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM / ASYAD

EQUIPMENT ID NUMBER(S)EQUIPMENT DESCRIPTIONEQPT CODESYSTEM ID.PLANT NO.CHANNEL AND I BEAMLAYOUT DRAWING NUMBERREV. NO.PURCHASE ORDER NUMBEREC / PMCC / MCC NO.

SCHEDULED INSPECTION DATE & TIMEACTUAL INSPECTION DATE & TIMEQUANTITY INSP.MH's SPENTTRAVEL TIME5/08/2013 & 09:00am5/08/2013 & 09:00am120SMITP NUMBERREV. NO.SMITP ACTIVITY NUMBERWORK PERMIT REQUIRED?SMITP-M-001-0133.1NOCOMPANY INSPECTION LEVELCONTRACTOR INSPECTION LEVELWW

ITEM No.ACCEPTANCE CRITERIAREFERENCEPASSFAILN/ARE-INSP DATE

A1Mill Test Reports for the structural materials are furnished and verified to conform to the requirements of the applicable specification.RT2S-5120-01 para. 2.1.1 A2Structural shapes plates, and bars shall be i) ASTM A36/A36M ( for plates, bars and other structural shapes ) ii) ASTM A572/A572M or A992/A992M for WT and W shapesRT2S-5120-01 para. 2.2.1A3Materials have no physical damage, including coating or missing parts of componentsRT2S-5120-01 para. 3.3.3A4All bolts,washer and nuts shall be packaged in delivered in rigid weatherproof containers ( Cardboard containers are not acceptable )RT2S-5120-01 para. 3.3.2 A5Structural tubing shall be per ASTM A501 or ASTM A500 Grade B.RT2S-5120-01 para. 2.3.1A6Crane Rails shall be as follows a.) Rails 60 to 84 lb/yd ( 30 - 42kg/m ) --- ASTM A1 B.) Rails 104 to 175 lb/yd ( 52 - 88kg/m ) --- ASTM A759RT2S-5120-01 para. 2.2.4A7Checkered floor plates shall be ASTM A786 / AASTM A786M pattern 4 or 5 and ASTM A36 / A36M material.RT2S-5120-01 para. 2.8.2A8Welded Steel Bar Grating shall be as follows 1.) per ASTM A1011/1011M 2.) Galvanized per ASTM A123 3.) top surface of bearing bars shall be plain, unless serrated is specified.RT2S-5120-01 para. 2.8.1

REMARKS:

REFERENCE DOCUMENTS:1- RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- ASTM A6/A6M -- Std Spec. for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling.

Subcontractor / Contractor CompanySubcon Construction Representative* PMT Representative

Name, Initials and Date:Work is Complete and Ready for Inspection:Name, Initials and Date:T&I WitnessedQC Record ReviewedWork Verified

Subcon QC InspectorPID RepresentativeName, Initials and Date:Performed InspectionWork / Rework May ProceedName, Initials and Date:T&I WitnessedQC Record ReviewedWork Verified

Contractor QC InspectorY = YES N = NO F = FAILEDName, Initials and Date:Performed InspectionWork / Rework May Proceed

Contractor QC SupervisorName, Initials and Date:Quality Record Approved

* Person Responsible for Completion of Quality work / Test

SMIC-M-2021-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERReceiving Inspection of Bolts, Nuts & Washer for Structural ConnectionsSMIC-M-2021-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM

EQUIPMENT ID NUMBER(S)EQUIPMENT DESCRIPTIONEQPT CODESYSTEM ID.PLANT NO.

LAYOUT DRAWING NUMBERREV. NO.PURCHASE ORDER NUMBEREC / PMCC / MCC NO.

SCHEDULED INSPECTION DATE & TIMEACTUAL INSPECTION DATE & TIMEQUANTITY INSP.MH's SPENTTRAVEL TIME

SMITP NUMBERREV. NO.SMITP ACTIVITY NUMBERWORK PERMIT REQUIRED?SMITP-M-001-0133.2COMPANY INSPECTION LEVELCONTRACTOR INSPECTION LEVELWW


A1All materials shall be new and shall conform to project SpecificationRT2S-5120-01 para. 2.1.1 A2All materials shall be covered by certified Mill Test CertificatesRT2S-5120-01 para. 2.1.1A3All ASTM A325 or ASTM 325M high strength bolts shall be Type 1, galvanized for structures that are galvanized. RT2S-5120-01 para. 2.5.1A4The geometry/dimensions of Heavy-hex structural bolts dimensions shall meet the requirements of ANSI/ASME B18.2.6 or the basic dimensions of this checklist.( AISC Specification of Structural Joints Using ASTM A325 or A490 Bolts. para. 2.3.2 Table C-2.1 and figure C-2.2 )RT2S-5120-01 para. 2.5.1A5ASTM A 325 bolts are properly identified and marked with the material grade and manufacturer logo ( AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Figures C -2.1 & C-2.2 )RT2S-5120-01 para. 2.5.1 A6Heavy Hex Nuts shall be ASTM A563 or ASTM A563M ( AISC Specification for Structural Joints using ASTM A325 or A490 bolts.RT2S-5120-01 para. 2.5.1A7 All bolts, nuts and washer shall be hot dip galvanized ( ASTM A 153, Class C )RT2S-5120-01 para. 2.5.2A8ASTM A307 bolts shall be limited to 20mm ( 3/4" ) diameter and smallerRT2S-5120-01 para. 3.1.6.3A9Washer shall be ASTM F436 or F436M Type 1.RT2S-5120-01 para. 2.5.1A10Galvanized ASTM A325 bolts shall not be reused bolts ( AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts.para 2.3.3 )RT2S-5120-01 para. 3.1.6.6A11All bolts, washer and nuts shall be packaged in delivered in rigid weatherproof containers ( Cardboard containers are not acceptable )RT2S-5120-01 para. 3.3.2

REMARKS:

REFERENCE DOCUMENTS:1- RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- Specification of Structural Joints Using ASTM A325 or A490 Bolts







SMIC-M-2004-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERReceiving Inspection of Fabricated Steel StructureSMIC-M-2004-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM






A1Mill Test Reports for the structural materials are furnished and verified to conform to the requirements of the applicable specification.RT2S-5120-01 para. 2.1.1 A2All materials are free of shipping and handling damagesRT2S-5120-01 para. 3.3.3A3Materials have no physical damage, including coating or missing parts of componentsRT2S-5120-01 para. 3.3.3A4All pieces shall be clearly marked with a permanent identifying erection mark number on the web.RT2S-5120-01 para. 3.2.2

REMARKS:

REFERENCE DOCUMENTS:1- RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- ASTM A123/A123M-02 -- Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel3. AISC -- Code of Standard Practice for steel Buildings and Bridges







SMIC-M-2005-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERStorage, Handling and Preservation of Structural Steel Materials and ComponentsSMIC-M-2005-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM






A1All materials shall be stored and handled in a manner that will prevent distortion, deterioration or damage.RT2S-5120-01 para. 3.3.3 A2Materials shall be kept free of dirt, grease and other foreign mattersAISC S303 para. 7.14A3Fastener components ( Bolts, Nuts and Washers) shall be protected from dirt and moisture in closed containers at the site of installation ( AISC Specification for Structural Joints Using ASTM A325 or A490 para. 2.2 )RT2S-5120-01 para. 3.3.2

REMARKS:

REFERENCE DOCUMENTS:1. RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- Specification of Structural Joints Using ASTM A325 or A490 Bolts







SMIC-M-2006-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERInspection of Support Foundation Prior to Structural or Equipment InstallationSMIC-M-2006-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM






A1Location, orientation, elevation and condition of support foundation conformed to project specification.IFC Drawing A2Concrete foundation has reached the curing period up until the compresive strength has reached the 70% of the specified strength, but not less than 7 days after placement.RT2S-3001-01 para. 9.1.2A3Top of concrete surface has been roughened by chipping, sandbalsting, or other mechanical means to exposed sound aggregate.G2S-3050-01 para. 3.1.2A4Concrete surfaces to be grouted shall be cleaned of all laitance,loose particles, grease, curing compound and other foreign matters.G2S-3050-01 para. 3.1.1A5Levelling shims are installed with a minimum top elevation of 25 mm from the top of concrete foundation. This is to allow a minimum thickness of 25 mm of non-shrink cement based grout.IFC DrawingA6Top elevation of leveling shims conformed to IFC drawing elevation plan.IFC Drawing A7Anchor bolts diameter conforms with the Equipment / Structural detail drawingIFC DrawingA8Number of bolts matches the number holes on the Equipment / Structure.IFC DrawingA9Anchor bolts spacing and bolt circle diameter matched the actual bolt holes of Equipment / Structure base plate.IFC DrawingA10Variation in dimensions between the centers of any two anchor bolts within an anchor bolt group shall be equal to or less than 1/8" (3mm) / Variation in elevation of the tops of anchor rods shall be equal to or less than plus or minus 1/2" (13mm).AISC S303 para.7.5.1

REMARKS:

REFERENCE DOCUMENTS:1- RT2S - 3001-01 -- Concrete Specification2. RT2S - 3050-01 -- Cement Grout3. G2S - 3050 - 01 -- Engineering Specification4. AISC - Code of Standard Practice for Steel Buildings and Bridges5. IFC Drawing - ( Plan Drawing, and Structural or Equipment Drawing )







SMIC-M-2007-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERInspection of Structural Alignment prior to GroutingSMIC-M-2007-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM


LAYOUT DRAWING NUMBERREV. NO.PURCHASE ORDER NUMBEREC / PMCC / MCC NO. SCHEDULED INSPECTION DATE & TIMEACTUAL INSPECTION DATE & TIMEQUANTITY INSP.MH's SPENTTRAVEL TIME



A1Vertical Tolerance - Erected individual column & pieces: The angular variation of the working line from a plumb line shall be equal to or less than 1/500 of distance between working points.AISC S303 Para. 7.13.1.1 A2The structure shall be plumbed, leveled and braced before any final bolted or welded connection are made.RT2S-5120-01 para. 3.4.7A3Leveling plates, leveling nuts, and washers and loose baseplates are set in the correct alignment and elevation.RT2S-5120-01 para. 3.4.5A4Columns or structure with attached baseplates are temporarily supported on leveling nuts, shim and other leveling devices and plumbed before grouting.RT2S-5120-01 para. 3.4.5A5All column splices shall be field bolted , except as shown on the drawingRT2S-5120-01 para. 3.1.8.1

REMARKS:

REFERENCE DOCUMENTS:1. RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- Code of Standard Practice for Steel Building and Bridges3. IFC Drawing -- ( Plan Drawing, and Structural or Equipment Drawing )







SMIC-M-2008-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERRepair / Correction of Errors of Structural AlignmentSMIC-M-2008-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM






A1Fit-up bolts & drift pins shall not be used to bring improperly fabricated members & parts into place. RT2S-5120-01 para. 3.4.3 A2Standard bolt holes shall not be enlarged by more than 1/16" (1.5 mm) to make connections resulting from minor misfit.RT2S-5120-01 para. 3.4.4A3Enlargement of holes shall be by reaming or drilling only. Flame cutting, burning, gouging, chipping, drift punching shall not be permitted.RT2S-5120-01 para. 3.4.4A4Method of correcting bolt hole connections that misfit by more than 1/16" (1.5mm) has been approved by DAELIM/COMPANY. RT2S-5120-01 para. 3.4.4A5Correction of faulty works, other than those specified in this checklist, shall require approval from DAELIM/COMPANY. Packing, shimming*, filling, or wedging shall not be permitted without prior approval. AISC S303 para.7.12A6Welding used to repair or correct structural alignment error shall be per AWS D1.1 (Refer to SMIC-M-2012 for welding related repairs). AWS D1.1 Table 5.4

REMARKS:

REFERENCE DOCUMENTS:1. RT2S - 5120-01 -- Fabrication and erection of On Shore Structural and Miscellaneous Steel2. AISC -- Code of Standard Practice for Steel Building and Bridges3. AWS D1.1--Structural Welding Code-Steel4. IFC Drawing -- ( Plan Drawing, and Structural or Equipment Drawing )







SMTR-M-2002-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERPre-Installation Procedure Verification Testing of Turn-of-Nut Method (ASTM A325 or ASTM A490 Bolts)SMTR-M-2002-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM EQUIPMENT ID NUMBER(S)EQUIPMENT DESCRIPTIONEQPT CODESYSTEM ID.PLANT NO.



SMITP NUMBERREV. NO.SMITP ACTIVITY NUMBERWORK PERMIT REQUIRED?SMITP-M-001-0134.6COMPANY INSPECTION LEVELCONTRACTOR INSPECTION LEVELSW

ITEM No.TEST PROCEDURE ACCEPTANCE CRITERIAREFERENCEPASSFAILN/ARE-TEST DATE

A. TURN-OF-NUT Method: PRETENSIONING PROCEDURE VERIFICATION TESTING per Specification for Structural Joints Using ASTM A325 or A490 BoltsA1A calibrated tension calibrator shall be onsite when tightening is to be performed on pretensioned joints and slip-critical joints.AISC RCSC para.7.1A2Prior to application, the bolted joint assembly was brought to snug tight condition. NOTE: The connected plies are in firm contact after using a few impacts of an impact wrench or the full effort of an ironworker using an ordinary spud wrench.AISC RCSC para.8.2.1A3A representative sample of three complete fastener assemblies of each combination of diameter, length, grade and lot to be used in the work shall be checked at the site of installation in a tension calibrator.AISC RCSC para.7.2A4Washers are used in the pre-installation verification assemblies as required in the work.AISC RCSC para.3.2.1A5The pre-installation verification procedure testing is performed using fastener assemblies that are representative of the condition of those that will be pretensioned in the work.AISC RCSC para.8.2A6Fastener assemblies are match-marked after an initial fit-up or snug-tight of the joint but prior to pretensioning. AISC RCSC para.9.2.1A7The test has verified that the pretensioning method developed a pretension that is equal to or greater than 1.05 times that specified for installation and inspection in Table 8.1 of AISC RCSC ASTM A325 OR 490 BoltsAISC RCSC para.7.2

Page 1 of 2

SMTR-M-2002 (1)

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERPre-Installation Procedure Verification Testing of Turn-of-Nut Method (ASTM A325 or ASTM A490 Bolts)SMTR-M-2002-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM TEST DETAILS & RESULT (Turn-of-Nut)Tension Calibrator: Model/Type______________________ Date Calibrated: _________________ Date of Test: __________Bolt MaterialGrade & Heat/Lot No. ____________Diameter:________ / Length: ________Grade & Heat/Lot No. ___________Diameter: _______ / Length: ________Bolt # 1Bolt # 2Bolt # 3Bolt # 1Bolt # 2Bolt # 3Required Nut Rotation from snug-tight condition per Table 8.2 of AISC RCSC ASTM A325 OR 490 BoltsActual Tension obtained at Required Nut Rotation ( 1.05x Value in Table 8.1 of AISC RCSC ASTM A325 OR 490 Bolts)RESULTS:A) Suitability of the complete fastener assembly, incl. Lubrication for installation.SatisfactoryNot satisfactory SatisfactoryNot satisfactory B) Application procedure and Proper use by the bolting Crew.SatisfactoryNot satisfactory SatisfactoryNot satisfactory

REMARKS

REFERENCE DOCUMENTS:1- RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- Specification of Structural Joints Using ASTM A325 or A490 BoltsSubcontractor / Contractor CompanySubcon Construction Representative* PMT Representative






Page 2 of 2

SMIC-M-2009-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERHigh Strength Bolts Tightening inspection and Testing (ASTM A325 or A490 BoltsSMIC-M-2009-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM





AGENERAL REQUIREMENTSA1Written Procedure for bolt tightening has been approved by DAELIM/COMPANY. Sch-Q, Att IV A2ASTM A325 bolts are used for primary structural connections. RT2S-5120-01 sec. 3.1.6A3The minimum size of ASTM A325 bolts shall be 20 mm diameter. RT2S-5120-01 para. 3.1.6.2A4A minimum of two bolts are required per connection.RT2S-5120-01 para. 3.1.6.1A5Joint type of the connection has been identified on the drawing or was specified in the design, ie: snug-tightened joint, pretensioned joint or slip-critical joint. (AISC Spec for Structural Joints Using ASTM A325 or A490 Bolts, Sec. 4)RT2S-5120-01 para. 3.1.6.4/5A6All bolts, nuts, and washers shall be properly identified and marked with the material grade and manufacturer's logo. RT2S-5120-01 para. 2.5.1A7Bolt holes may be enlarge by maximum of ( 1/16 " ) 1.5mm only when necessay to make connections resulting from minor misfit.RT2S-5120-01 para. 3.4.4A8Galvanized ASTM A325 bolts shall not be reused bolts ( AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts.para 2.3.3 )RT2S-5120-01 para. 3.1.6.6A9 Beveled washers installed under bolt head and nut in contact with sloping surface.RT2S-5120-01 para. 3.1.6.9BSnug Tightening Method:B1 All bolt holes are aligned and permit insertion of bolts without damage to the threads.AISC RCSC para.8.1B2Beveled washers installed on 1:20 sloping surfaces.AISC RCSC para.6.1.2 & 8.1B3Tightening of a group of bolts are made progressively in systematic order starting from the most rigid part of the joint.AISC RCSC para.8.1B4The faying surfaces are in firm contact (snug-tight condition) after a few impacts of an impact wrench or with the full effort of a worker using a spud wrench.AISC RCSC para.8.1B5The erector shall color code, die punch, or otherwise mark the ends of torqued bolts indicating that the bolts have been properly tensioned and are ready for inspection. AISC RCSC para.8.2CTurn-of-Nut Pretensioning Method:C1Pre-installation procedure verification testing has been conducted and accepted per SMTR-M-2002. AISC RCSC para.8.2 & 9.2.1C2All bolts are tightened to snug-tight condition following Checkpoints Item B1 to B5.AISC RCSC para.8.2.1C3The part not turned by the wrench shall be prevented from rotating during the turning of nut or bolt head.AISC RCSC para.8.2.1C4The nut and protruding end of the bolt are match-marked after snug- tightening is performed. AISC RCSC para.8.2.1 & 9.2.1C5After all bolts are in snug-tight condition and matched-marked, the nut or bolt head is rotated to the amount of turn specified in Table 8.2 in Attachment 1 of this checklist. AISC RCSC para.8.2C6Rotation of the nut or head is applied to all fastener assemblies in the joint, progressing systematically from the most rigid part of the joint in a manner that will minimize relaxation of previously pretensioned bolts. AISC RCSC para.8.2.1DAnchor Bolts TighteningD1Unless specified otherwise on design drawings, anchor bolts shall be tightened to a snug-tight condition, defined as the tightness that is attained with a few impacts of an impact wrench or with the full effort of a man using an ordinary spud wrench.PIP STF05121 para. 3.6.5

REMARKS:

REFERENCE DOCUMENTS:1. Schedule Q Att IV -- Quality Requirements for the Construction Phase2. RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel3. AISC -- Specification for Structural Joints Using ASTM A325 or A490 Bolts4. IFC Drawing -- ( Plan Drawing, and Structural or Equipment Drawing )







SMIC-M-2010-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERInspection of Access Steel Structure InstallationSMIC-M-2010-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM





A1Field connections for secondary structural members (purlins, girts, stair framing, stair treads, stair bracing, toe plate, handrail, ladders, small miscellaneous platforms, stiles, etc.) are bolted conforming to ASTM A307. RT2S-5120-01 sec. 3.1.6.3 A2ASTM A307 bolts supplied for secondary structural members are to be limited to sizes 20 mm (3/4 inch) diameter and smaller.RT2S-5120-01 sec. 3.1.6.3A3Enlargement of bolt holes by reaming or drilling only. (Note: Flame cutting or burning are not permitted.) RT2S-5120-01 para. 3.1.6.7A4Hardened washers were installed between bolt heads/nuts and the oversized or slotted bolt holes.RT2S-5120-01 para. 3.1.6.8A5Galvanized washers and nuts are furnished on galvanized bolts.RT2S-5120-01 para. 2.5.2A6All bolts, nuts, and washers are properly identified and marked with the material grade and manufacturer's logo. AISC RCSC para.6.1.1A7ASTM A307 bolts are tightened to snug-tight condition.Except bolts shall be pre-tensioned for End Plate Moment Connection and bolts subject to applied axial tension.RT2S-5120-01 para. 3.1.6.5A8The thickness of gusset and stiffener plates are 10 mm (3/8 inch) minimum.RT2S-5120-01 para. 3.2.1A9The edges of all tightly contacting surfaces of welded structures are completely seal welded with a minimum of 3 mm fillet weld regardless of the base metal thickness. RT2S-5120-01 para. 3.1.7.2A10 Railings are round structural tubing of ASTM A501 or A 500 Grade B material..RT2S-5120-01 para. 2.3.1A11The method for fastening grating shall be as specified on the design drawings. RT2S-5120-01 para. 2.8.5A12Grating panels are provided with a minimum of 2 fasteners at each support with a minimum of 4 fasteners per panel. RT2S-5120-01 para. 2.8.5A13Stairs, guard rails, handrails, stair rails, and toe boards elevation, dimension shall meet the requirements shown on the contract drawing IFC DrawingA14Grating or checkered plate openings for piping, conduit,structural members and equipment penetrations dimensioned on the design drawings are cut and banded as shown on the contract drawing. RT2S-5120-01 para. 2.8.9A15Steel Bar Grating and Grating Stair Treads shall be per ASTM A1011/A1011M galvanized per ASTM A123 RT2S-5120-01 para. 2.8.1A16Grating construction conforms with all of the followinga) Rectangular welded type with plain 3/16" x 1" (5mm x 25mm) bearing barsb) 1-3/16" (30mm) spacing between bearing bars and,c) with cross bars at 4" (100mm) spacing.RT2S-5120-01 para. 2.8.1A17All damaged hot-dip galvanized coating are repaired or touched-up using appropriate paint specification. RT2S-5120-01 para. 3.6.4

REMARKS:

REFERENCE DOCUMENTS:1. RT2S - 5120-01 -- Fabrication and Erection of on Shore Structural and Miscellaneous Steel2. AISC -- Specification for Structural Joints Using ASTM A325 or A490 Bolts3. IFC Drawing -- ( Plan Drawing, and Structural or Equipment Drawing )

Subcontractor / Contractor Company

Subcon Construction Representative* PMT Representative






SMIC-M-2012-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERField Welding InspectionSMIC-M-2012-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM / ASYAD-SS-WE-036

EQUIPMENT ID NUMBER(S)EQUIPMENT DESCRIPTIONEQPT CODESYSTEM ID.PLANT NO.Pre Welding inspection Liquid Furnace Area 1230)LAYOUT DRAWING NUMBERREV. NO.PURCHASE ORDER NUMBEREC / PMCC / MCC NO.DRW. NO.(DWG.016103-AB00A-IC-EM1-203)0SCHEDULED INSPECTION DATE & TIMEACTUAL INSPECTION DATE & TIMEQUANTITY INSP.MH's SPENTTRAVEL TIME15/08/2013 & 8:00AM15/08/2013 & 8:00AMSMITP NUMBERREV. NO.SMITP ACTIVITY NUMBERWORK PERMIT REQUIRED?SMITP-M-001-0134.9NACOMPANY INSPECTION LEVELCONTRACTOR INSPECTION LEVELWI


A1Procedure (Prequalified per AWS D1.1 2004 or earlier edition) has been reviewed and approved for application by Project Inspection. Welders have valid qualification and are qualified for structural welding. SCHEDULE Q ATT. IV A2Welding shall be performed by a qualified welder or welding operator in accordance with a qualified welding procedure.RT8S-6500-01 Sec.2 para 2.1A3All WPS, PQR, Weld maps and weld line description matrix shall be available at the work site for verification at any time by authorized inspector.RT8S-6500-01 Sec.2 para 2.2.4A4Materials to be welded have been received & inspected and are properly identified & traceable to Certified Mill Test Reports or Certificate of Compliance (Specification). SMIC-M-2003RT2S-5120-01 para. 2.1.1A5Approved Drawings are available for the work and provide detailed instruction for the weld joint & weld dimensions. IFC DrawingA6Preparation of Base Metal & cleanliness met AWS Section 5.15: A) Cleaning removed any scale, oils, rust, foreign matter (Clean) B) Joint Preparation exhibited good workmanship (free of notches) C) Checks for laminations Observance of smoke with objectionable fumes may indicate welding is being done on fouled surfaces (Cleaning inadequate) AWS D1.1 Sec. 5.15A7Joint alignment for Butt Welds shall be 10% offset or 1/8" (3mm) whichever is smaller. Stiffener & gusset plates shall be fitted per dwg tolerances (max gap 1/16" or 2mm). AWS D1.1, Section 5.22 & Section 5.23A8Welding environment is acceptable for welding. Similar rules for Piping are followed (Same Procedure)AWS D1.1, Para. 5.12 A9Preheat has been performed on damp steel & as req'd based on WPS & AWS D1.1 Preheat Table 3.2 Reqmts for steel type. This preheat & all subsequent minimum interpass temps shall be maintained during the welding operation for a distance at least equal to the thickness of the thickest welded part (not less than 3 in. [75 mm]) in all directions from the point of welding. AWS D1.1, Para. 5.6 & Para. 3.2 (Preheat Tables)A10Electrode selected was based on WPS and AWS Table 3.1. Consumable Control Practices associated with Pipe & Equipment Welding are followed. Cellulose Electrodes (E6010) are not used.AWS D1.1, Para. 5.3 & Table 3.1 A11Conditioning, Storage and Exposure of Welding Electrodes and WiresRT8S-6500-03 attachment 1 & 2A12MEASURES TO MAINTAIN EFFECTIVE TOLERANCES FOR ASSY & PREVENT WELDING DISTORTION have been taken on the structural items being welded. Such measures include the use of strongbacks & carefully sequenced welding for "Best Practice". A final assessment for welding distortion shall be requiredAWS D1.1, Section 5.23A13Tack welds shall be subject to the same quality reqmts as the final welds and shall exhibit good workmanship. Tack welds that are incorporated into the final weld shall be cleaned thoroughly. Multiple-pass tack welds shall have cascaded ends.AWS D1.1, Section 5.18A14Weld Profiles - All welds, except as otherwise allowed below, shall be free from cracks, overlap, and the unacceptable profile discontinuities (Butts & Fillets) Weld Profiles are acceptable. Butt weld reinforcement does not exceed 3mm Grinding to achieve requirements is acceptable. AWS D1.1, Section 5.24A15Repairs were identified and treated per the requirements of AWS D1.1. AWS D1.1, Section 5.26A16Any NDE required was selected, completed and accepted. NDE was witnessed and completed reports are available.AWS D1.1, Sect 6A17Visible & measured welding distortion is within AWS D1.1 tolerances.AWS D1.1, Section 5.23A18VISUAL EXAMINATION CRITERIA : Welds shall be visually inspected and shall be acceptable if the criteria of Table 6.1 are satisfied 8 Imperfections are listed. Welds were gauged & accepted AWS D1.1, Section 6.9

REMARKS:

REFERENCE DOCUMENTS:1. Schedule Q Att IV -- Quality Requirements for the Construction Phase2. RT2S - 5120-01 -- Fabrication and erection of On Shore Structural and Miscellaneous Steel3. AWS D1.1--Structural Welding Code-Steel4. IFC Drawing -- ( Plan Drawing, and Structural or Equipment Drawing )5. RT8S-6500-01- General Welding Requirements6. RT8S-6500-03- Welding Filler Metal Specification







SMIC-H-2032-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERTouch-up coating and paintingSMIC-H-2032-1COAT-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM /ASYAD

EQUIPMENT ID NUMBER(S)EQUIPMENT DESCRIPTIONEQPT CODESYSTEM ID.PLANT NO.Touch-up coatinh and Painting for instrumention cable trayLAYOUT DRAWING NUMBERREV. NO.PURCHASE ORDER NUMBEREC / PMCC / MCC NO.A554-E-103-IC-DWG-ID2-0021SCHEDULED INSPECTION DATE & TIMEACTUAL INSPECTION DATE & TIMEQUANTITY INSP.MH's SPENTTRAVEL TIME2/7/2013 & 9:00 AM2/7/2013 & 9:00 AM100SMITP NUMBERREV. NO.SMITP ACTIVITY NUMBERWORK PERMIT REQUIRED?SMITP-M-001-0134.12COMPANY INSPECTION LEVELCONTRACTOR INSPECTION LEVELSW


A1Surfaces not to be coated are masked off or otherwiseprotected prior to surface preparation and coating application of adjacent surfacesRT16S-0101-54 att. Para. 1.3 A2Verify that oil and grease are removed prior to surface preparationRT16S-0101-54 att. Para. 2.1A3Well adhered coating adjacent to the area of repair shall be roughened and feathered. The feathered edge shall be approximatety 1" ( 2.5mm ) in with.RT16S-0202-10 att. Para.2.3.1A4Field welds, non-prepared surfaces and damaged areas whichdisplay signs of corrosion shall be abrasive blasted as per2.2. If dry abrasive blasting is not allowed, surfaces shall bevacuum blasted or wet abrasive blasted. Wet blast cleanlinessshall be as per 2.2, medium flush rusting of the surfaceaccording ISO DIS 8501-4 / SSPC VIS 5 (I) NACE No. 7 is accepted for priming.RT16S-0202-10 att. Para.2.3.2A5Power tools for surface preparation is limited to areasof damaged coating less than 4 sq. ins. (25 cm) and thesurface is limited to minor surface rust. Cleanliness shall beas per SSPC-SP-11 / PMa per ISO 8501-2 / ISO 12944 Power ToolCleaning to Bare Metal; profile ranges between .75 mils (20microns) to 1.0 mils (25 microns). The use of power tools for other application is requires approvalRT16S-0202-10 att. Para.2.3.3A6All touch up/ field repairs and weld seams shall be spot painted with a surface tolerant epoxy primer ( see Tables 3 and 4 ) and epoxy mid coat and urethane finish coat ( see Tables 1 and 2 ). Dry film thicknes of the primer shall be a minimum of 125 microns. Application may be applied by brush or spray.RT16S-0202-10 att. Sec. 3A7 The coating material shall be mixed and applied in accordance to thecoating manufacturers latest published data sheets. These datasheets shall be present at the job site .RT16S-0202-10 att. Para. 4.1 A8Primer shall be applied by spray; for touch up of small areas(less than 0.1 m or 1.0 ft sq) or field welds application may be bybrush. Unless specified otherwise the second or third coat shall beapplied by spray; if spray application is not allowed, application may be by brush or roller. RT16S-0202-10 att. Para. 4.2A9To prevent adhesion loss between coats the painted surface shall bechecked for contamination when performing shop or field work.RT16S-0202-10 att. Para. 4.4A10Dry film thickness shall be as specified in section 3 of thisspec, test procedures shall be in accordance to SSPC-PA-2, ISO-12944 and ISO-2808. Maximum allowable thickness shall be as per the material data sheets.RT16S-0202-10 att. Para. 5.2.1A11Coating and touch up materials shall be selected from the materialspecifications (see Tables 1 to 4).RT16S-0202-10 att. Para. 6.1A12Complete system is applied by one applicator, the samecoating manufacturers products shall be used for all coats.RT16S-0202-10 att. Para. 6.3A13Hot surfaces such as light fixtures and similar items shall beprotected from paint with noncombustible materials.RT16S-0101-54 att. Para. 2.7

REMARKS:

REFERENCE DOCUMENTS:1- RT16S - 0101-54 -- Job-Site Painting Requirements1- RT16S - 0202-10 -- Zinc Rich Epoxy, Epoxy Polyurethane







SMTR-A-2011-1

SADARA MFC INSPECTION CHECKLISTSMIC NUMBERDATE APPROVEDQR NUMBERStructural PunchlistingSMTR-A-2011-1MECH-PROJECT TITLEWBS / BI / JO NUMBERCONTRACTOR / SUBCONTRACTORSADARA MFC PROJECTDAELIM

Item#Description ReferenceA or B ItemOrigi-natorETC(Note 4)Verified complete by QCConcur(PID Inspector)