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s121 <br />=—.- <br />(D <br />N <br />a <br />C; <br />Lu <br />Cn <br />V�/• <br />CD <br />/Vl� <br />V <br />WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE <br />P <br />P <br />MANUFACTURER CERTIFICATIONS FOR MELDING CONSUMABLES AVAILABLE <br />P <br />P <br />MATERIAL IDENTIFICATION (TYPE/GRADE) <br />0 <br />0 <br />WELDER IDENTIFICATION SYSTEM 1 <br />0 <br />0 <br />0 <br />0 <br />FILL —UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) <br />® JOINT PREPARATION <br />® DIMENSIONS (ALIGNMENT, ROOF OPENING, ROOF FACE, BEVEL) <br />CLEANLINESS (CONDITION OF STEEL SURFACES) <br />® TACKING (TACK MELD QUALITY AND LOCATION) <br />® BACKING TYPE AND FIT (IF APPLICABLE) <br />CONFIGURATION AND FINISH OF ACCESS HOLES <br />0 <br />0 <br />FIT —UP OF FILLET WELDS <br />0 <br />— <br />® DIMENSIONS (ALIGNMENT, GAPS AT ROOF) <br />® CLEANLINESS (CONDITION OF STEEL SURFACES) <br />0 TACKING (TACK MELD QUALITY AND LOCATION) <br />1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A <br />WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. <br />STAMPS, IF USED, <br />SHALL BE THE LOW —STRESS TYPE, <br />2 0 = OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING <br />THESE INSPECTIONS. <br />P = PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. <br />3 QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR, QUALITY <br />ASSURANCE (QA) SHALL BE PERFORMED BY AN AGENCY CERTIFIED IN AND APPROVED BY THE <br />AUTHORITY HAVING JURISDICTION OVER THE WORK TO BE INSPECTED. <br />4 WHEN A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT IS PERMITTED TO <br />COORDINATE THE INSPECTION FUNCTION BETWEEN THE TWO PARTIES SO THAT THE INSPECTION <br />IS PERFORMED BY ONLY ONE PARTY. WHERE QA RELIES ON THE INSPECTIONS PERFORMED BY <br />THE QC, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING <br />JURISDICTION (AHJ) IS REQUIRED. <br />QA INSPECTIONS,' i' NONDESTRUCTIVE TESTING (NDT),MAY BE WAIVED <br />WORK PERFORMED X FABRICATING Iw OR BY APPROVED BY THE <br />AUTHORITYJURISDICTION O PERFORM WORKWITHOUTQA. NDT OF WELDS COMPLETED <br />IN AN APPROVED FABRICATOR'SBE PERFORMED FABRICATOR <br />.IO;. WHEN <br />APPROVED BY r ■ PERFORMS THE NDT, THE QA AGENCY SHALL <br />REVIEW THE FABRICATOR'S NDT REPORTS. <br />�� i Z. ` i 4. i 4 S. •mac. i I 'ol <br />CD <br />�'-y <br />Q <br />V <br />Cr <br />USE OF QUALIFIED WELDERS <br />0 <br />0 <br />CONTROL AND HANDLING OF WELDING CONSUMABLES <br />0 <br />0 <br />. PACKAGING <br />EXPOSURE CONTROL <br />NO MELDING OVER CRACKED TACK WELDS <br />0 <br />0 <br />ENVIRONMENTAL CONDITIONS <br />0 <br />0 <br />8 MIND SPEED WITHIN LIMITS <br />m PRECIPITATION AND TEMPERATURE <br />0 <br />0 <br />WPS FOLLOWED <br />® SETTINGS ON MELDING EQUIPMENT <br />0 TRAVEL SPEED <br />® SELECTED MELDING MATERIALS <br />® SHIELDING GAS TYPE/FLOW RATE <br />9 PREHEAT APPLIED <br />® INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) <br />0 PROPER POSITION (F, V, H, OH) <br />MELDING TECHNIQUES <br />0 <br />0 <br />INTERPASS AND FINAL CLEANING <br />® EACH PASS WITHIN PROFILE LIMITATIONS <br />m EACH PASS MEETS QUALITY REQUIREMENTS <br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. <br />I360-10 TABLE 4 <br />INSPECTION TASKS <br />p <br />cn <br />z <br />® <br />a <br />u')® <br />Q <br />v 3: <br />C� <br />Or <br />[WELDS CLEANED <br />0 <br />0 <br />SIZE, LENGTH AND LOCATION OF WELDS <br />P <br />P <br />P <br />P <br />WELDS MEET VISUAL ACCEPTANCE CRITERIA <br />® CRACK PROHIBITION <br />® WELD/BASE-METAL FUSION <br />0 CRATER CROSS SECTION <br />. WELD PROFILES <br />® WELD SIZE <br />® UNDERCUT <br />® POROSITY <br />ARC STRIKES <br />P <br />P <br />k—area 1 <br />P <br />P <br />BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) <br />P <br />P <br />REPAIR ACTIVITIES <br />P <br />P <br />DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER <br />P <br />P <br />WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN <br />THE k—area, VISUALLY INSPECT THE WEB k—areG FOR CRACKS WITHING 3 in. (75 mm) OF THE WELD. <br />2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE <br />II -- SITE PUMPED INDUSTRIAL WASTE 20808468 SITTS BKL 03.2Q.20 <br />I -1 0 TABLE N5.6-1 <br />INSPECTION L I <br />L <br />® <br />N <br />M <br />r <br />�l <br />t/ <br />CIO <br />ui <br />u <br />Ln <br />U <br />uj <br />p <br />—� <br />2K Cn <br />CY <br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS <br />0 <br />P <br />FFASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMEMENTS <br />Q <br />1 0 <br />0 <br />0 <br />PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT <br />LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) <br />PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL <br />0 <br />0 <br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FRYING SURFACE <br />0 <br />0 <br />CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE <br />REQUIREMENTS <br />PRE —INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL <br />P <br />0 <br />OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS <br />USED <br />PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER <br />0 <br />0 <br />FASTENER COMPONENTS <br />1 0 = OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING <br />THESE INSPECTIONS. <br />P = PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. <br />2 QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR, QUALITY <br />ASSURANCE (QA) SHALL BE PERFORMED BY AN AGENCY CERTIFIED IN AND APPROVED BY THE <br />AUTHORITY HAVING JURISDICTION OVER THE WORK TO BE INSPECTED. <br />3 WHEN A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT IS PERMITTED TO <br />COORDINATE THE INSPECTION FUNCTION BETWEEN THE TWO PARTIES SO THAT THE INSPECTION <br />IS PERFORMED BY ONLY ONE PARTY. WHERE QA RELIES ON THE INSPECTIONS PERFORMED BY <br />THE QC, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING <br />JURISDICTION (AHJ) IS REQUIRED. <br />ACCEPTABILITY <br />J. Karnla <br />THIS DESIGN AND/OR <br />CHECKED <br />SPECIFICATION IS APPROVED <br />E. Fletcher <br />MN INEER <br />APPROVED BY <br />DEPT. <br />DATE <br />E. Fletcher <br />CHECKED <br />B. Leslie <br />I N5.6-2 <br />INSPECTION IBOLTING <br />VyP <br />L <br />5— <br />® <br />Cn <br />Q <br />C <br />� <br />m <br />FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND <br />0 <br />0 <br />WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED <br />JOINT BROUGHT TO THE SNUG —TIGHT CONDITION PRIOR TO THE PRETENSIONING T <br />0 <br />0 <br />OPERATION <br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATINC <br />0 <br />0 <br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIIICATIOV, <br />0 <br />0 <br />PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE <br />EDGES <br />1 SEE NOTES ON TABLE N5.6--1 FOR ADDITIONAL INFORMATION. <br />r <br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. <br />ISSUED FOR CONSTRUCTION <br />ARC 2 <br />10.0— I <br />TE 45-YD <br />CURRENT REVISION I SYMBOL DATE <br />20808468 e <br />STRUCTURAL <br />