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PART 1:SCHEDULE OF SPECIAL INSPECTIONS TABLE N5.4-3(AISC 360-10,PER 1705.2.1) <br /> STATEMENT OF SPECIAL INSPECTIONS INSPECTION TASKS AFTER WELDING OF STRUCTURAL STEEL <br /> 1.SPECIAL INSPECTION FREQUENCY DEFINITIONS: WELDS CLEANED - X ARCHITECT <br /> A.CONTINUOUS:THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR SIZE,LENGTH,AND LOCATION OF WELDS O F <br /> WHO 15 PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. <br /> B.PERIODIC:THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL WELDS MEET VISUAL ACCEPTANCE RECORD <br /> INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE CRITERIA: <br /> WORK. <br /> -CRACK PROHIBITION <br /> JACOB S. BUSH <br /> -WELD/BASE-METAL FUSION <br /> -CRATER CROSS SECTION X - <br /> PART 1:SCHEDULE OF SPECIAL INSPECTIONS -WELD PROFILES <br /> renoo <br /> FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA -WELD SIZE AISC 360-10 1705.2.1 one aas sss osso s er.668.2p6.a626 <br /> VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED IBC REMARKS -UNDERCUT <br /> STANDARD° SECTION -POROSITY <br /> IBC 1705.2 STEEL CONSTRUCTION <br /> ARC STRIKES N/A - <br /> NAN T. <br /> FABRICATOR AND ERECTOR DOCUMENTS K-AREA N/A - �P�op WAan-.eZN� <br /> (VERIFY REPORTS AND CERTIFICATES AS EACH SUBMITTAL �p P� 'WprFp <br /> LISTED IN AISC 360,CHAPTER N, AISC 360.10 1705.2 BACKING REMOVED AND WELD TABS F sp O <br /> N/A - q <br /> PARAGRAPH 3.2 FOR COMPLIANCE WITH REMOVED <br /> CONSTRUCTION DOCUMENTS REPAIR ACTIVITIES X <br /> MATERIAL VERIFICATION OF STRUCTURAL �p RE'C grEB6���v <br /> X AISC 360-10 1705.2 DOCUMENT ACCEPTANCE OR REJECTION _ �n <br /> STEEL OF WELDED JOINT OR MEMBER % �sJ ALO <br /> EMBEDMENTS(VERIFY DIAMETER,GRADE, CJP GROOVE WELD NDT: 0 6/0 7/20 24 <br /> TYPE,LENGTH,EMBEDMENT.SEE 1705.3 X AISC 360-10 1705.2 <br /> FOR ANCHORS) -UT TESTING ON ALL BUTT,T-B <br /> CORNER JOINTS IN MATERIALS 5/16" Name,Reaistation,Eeoiretlon <br /> VERIFY MEMBER LOCATIONS,BRACES, THICK OR GREATER(RISK CATEGORY III <br /> STIFFENERS,AND APPLICATION OF JOINT OR IV ONLY) <br /> X AISC 360.10 1705.2 AISC 360-10 ��M B H <br /> DETAILS AT EACH CONNECTION COMPLY C 360 1705.2.1 <br /> WITH CONSTRUCTION DOCUMENTS -UT TESTING ON 10%OF BUTT,T-B <br /> CORNER JOINTS IN MATERIALS 5/16" AS NOTED <br /> THICK OR GREATER(RISK CATEGORY II STRUCTURAL ENGINEERING <br /> TABLE N5.4-1(AISC 360-10,PER 1705.2.1) ONLY) <br /> INSPECTION TASKS PRIOR TO WELDING OF STRUCTURAL STEEL ACCESS HOLE NOT: 1166 Dubtin Road,Suite 200 <br /> Columbus,OH 43215-1038 <br /> WELDING PROCEDURE SPECIFICATIONS -MT OR PT TESTING OF ALL THERMALLY 614-481-9800 <br /> (WPSS)AVAILABLE X CUT SURFACES OF ACCESS HOLES(WHEN AISC 360-10 W1AW.Smbhinc.com <br /> FLANGE THICKNESS>2"OF ROLLED AS NOTED N5.5c 1705.2.1 <br /> MANUFACTURER CERTIFICATIONS FOR SHAPES OR WEB THICKNESS>2"FOR Project No:123-011.020 <br /> WELDING CONSUMABLES AVAILABLE X BUILT-UP SHAPES) <br /> MATERIAL IDENTIFICATION(TYPE/GRADE) - X OTHER NDT: <br /> -WELDED JOINTS SUBJECT TO FATIGUE <br /> WELDER IDENTIFICATION SYSTEM - X WHEN REQUIRED BY AISC 360,APP%3, AS NOTED AISC 360-10 1705.2.1 <br /> FIT-UP OF GROOVE WELDS(INCLUDING TABLE A-3.1 <br /> JOINT GEOMETRY): -FABRICATOR'S NDT REPORTS WHEN <br /> - VERIFY REPORTS AISC 360-10 1705.2.1JOINT PREPARATION <br /> FABRICATOR PERFORMS NDT <br /> -DIMENSIONS(ALIGNMENT,ROOT <br /> OPENING,ROOT FACE,BEVEL) <br /> X <br /> -CLEANLINESS(CONDITION OF STEEL AISC 360-10 1705.2.1 <br /> SURFACES) <br /> -TACKING(TACK WELD QUALITY AND <br /> LOCATION) <br /> -BACKING TYPE AND FIT <br /> CONFIGURATION AND FINISH OF ACCESS X <br /> HOLES <br /> FIT-UP OF FILLET WELDS: <br /> -DIMENSIONS(ALIGNMENT,GAPS AT <br /> ROOT) <br /> -CLEANLINESS(CONDITION OF STEEL X <br /> SURFACES) <br /> -TACKING(TACK WELD QUALITY AND <br /> LOCATION) <br /> TABLE N5.4-2(AISC 360-10,PER 1705.2.1) <br /> INSPECTION TASKS DURING WELDING OF STRUCTURAL STEEL <br /> USE OF QUALIFIED WELDERS - X <br /> CONTROL AND HANDLING OF WELDING <br /> CONSUMABLES: <br /> -PACKAGING X <br /> -EXPOSURE CONTROL <br /> NO WELDING OVER CRACKED TACK X <br /> WELDS n <br /> ENVIRONMENTAL CONDITIONS: <br /> -WIND SPEED WITHIN LIMITS - X <br /> -PRECIPITATION AND TEMPERATURE W <br /> WPS FOLLOWED: <br /> -SETTINGS ON WELDING EQUIPMENT <br /> -TRAVELSPEED AISC 360-10 1705.2.1 W <br /> -SELECTED WELDING MATERIALS <br /> -SHIELDING GAS TYPE/FLOW RATE X <br /> LU <br /> -PREHEAT APPLIED <br /> -INTERPASS TEMPERATURE CO M <br /> LU <br /> -PROPER PO Y/ Lu <br /> Q <br /> -PROPER POSITION(F,V,H,OH) <br /> WELDING TECHNIQUES: O Dp <br /> -INTERPASS AND FINAL CLEANING <br /> U)Z LLJ <br /> -EACH PASS WITHIN PROFILE X ^Ei, <br /> LIMITATIONS <br /> -EACH PASS MEErS QUALITY G r'0 DIDW <br /> REQUIREMENTS <br /> Revisions/Submissions <br /> ID Description Date <br /> PERMITSET 06.07.2024 <br /> ®2024 JACOB S.BUSH <br /> Project Number: 763298-01 <br /> Scale: AS NOTED <br /> Drawn By: JH <br /> Checked By: SF <br /> Date: 06/07/2024 <br /> Issue: <br /> Drawing Title: <br /> SPECIAL <br /> INSPECTIONS <br /> S0.01 <br />