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o <br />CN <br />a <br />Y <br />sn <br />� <br />� <br />Cn <br />0 <br />CD <br />e <br />CD <br />LLJ <br />Q <br />e <br />WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE <br />P <br />P <br />MANUFACTURER CERTIFICATIONS FOR WELDING 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 />0 JOINT PREPARATION <br />0 DIMENSIONS (ALIGNMENT, ROOF OPENING, ROOF FACE, BEVEL) <br />8 CLEANLINESS (CONDITION OF STEEL SURFACES) <br />® TACKING (TACK WELD 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 />TACKING (TACK WELD 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 />!A INSPECTIONS, EXCEPT FOR! ! ! WHEN THE <br />APPROVEDWORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE <br />AUTHORITY HAVING JURISDICTION TO PERFORM WORK WITHOUT QA, NDT OF WELDS COMPLET <br />IN AN FABRICATOR'S ■ MAY PERFORMED <br />iiD BY THAT FABRICATOR <br />iI!■ WHEN <br />REVIEWAPPROVED BY THE AHJ. WHEN THE FABRICATOR PERFORMS THE NDT, THE QA AGENCY SHA <br />FABRICATOR'S <br />R REPORTS. <br />SYM I REVISION <br />-- I SITE PUMPED INDUSTRIAL WASTE <br />BY APPROVED <br />208084681 SITTS BKL <br />DATE SYM <br />03.20,20 <br />AISC - m- <br />DURINGINSPECTION TASKS <br />CD <br />v <br />Q <br />0 <br />`Q <br />o <br />�7_ <br />�7_ <br />c°7 w <br />¢ <br />USE OF QUALIFIED WELDERS <br />0 <br />0 <br />CONTROL AND HANDLING OF WELDING CONSUMABLES <br />1 <br />0 <br />0 <br />® PACKAGING <br />® EXPOSURE CONTROL <br />NO WELDING OVER CRACKED TACK WELDS <br />0 <br />I <br />0 <br />ENVIRONMENTAL CONDITIONS <br />0 <br />0 <br />9 WIND SPEED WITHIN LIMITS <br />® PRECIPITATION AND TEMPERATURE <br />0 <br />WPS FOLLOWED <br />® SETTINGS ON WELDING EQUIPMENT <br />. TRAVEL SPEED <br />SELECTED WELDING MATERIALS <br />® SHIELDING GAS TYPE/FLOW RATE <br />® PREHEAT APPLIED <br />® INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) <br />® PROPER POSITION (F, V, H, OH) <br />WELDING TECHNIQUES <br />0 <br />0 <br />® INTERPASS AND FINAL CLEANING <br />® EACH PASS WITHIN PROFILE LIMITATIONS <br />0 EACH PASS MEETS QUALITY REQUIREMENTS <br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. <br />I nl <br />u <br />W <br />� <br />N <br />o <br />Q <br />� <br />cn <br />c_a <br />elf <br />Cnn <br />z <br />0 <br />o <br />0 <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 />® CRATER CROSS SECTION <br />® WELD PROFILES <br />® WELD SIZE <br />a 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 />1 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS <br />BEEN PERFORMED IN <br />THE k-area, VISUALLY INSPECT THE WEB k-area FOR CRACKS WITHING 3 in. <br />(75 mm) <br />OF THE WELD. <br />2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. <br />REVISION BY APPROVED DATE <br />Lo <br />15 <br />CD"' <br />o <br />U <br />c <br />c-0 <br />� �= <br />Cn <br />_ <br />_ <br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS <br />0 <br />E <br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMEMENTS <br />0 <br />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 FAYING 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 />FASTENER COMPONENTS <br />0 <br />0 <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 />i 11111111121101 <br />a <br />ACCEPTABILITY <br />J. Karla <br />THIS DESIGN AND/OR <br />CHECKED <br />SPECIFICATION IS APPROVED <br />E. Fletcher <br />ENGINEER <br />APPROVED BY <br />DEPT. <br />I DATE <br />E. Fletcher <br />CHECKED <br />B. Leslie <br />CIE I SUBTITLE <br />10.01 A SI <br />10.01.19 <br />TITLE <br />10.01.19 <br />10,01.19 <br />AISC - <br />DURINGI'NSPECTION TASKS <br />`- <br />O <br />� <br />o <br />v <br />� <br />® <br />® <br />c <br />q- <br />_ <br />o <br />0 <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 <br />OPERATION <br />® <br />0 <br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATINC <br />0 <br />0 <br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC S'PFrh1 IC4501v, <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 />NOTESI SEE ADDITIONAL <br />ISSUED FOR CONSTRUCTION <br />MARCH 20,2020 <br />CURRENT REVISION ISYMBOL DATE <br />SPECIAL INSPECTIONS 20808468 - - 0120.20 <br />