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<br />AISC
<br />TABLE
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<br />INSPECTION T
<br />PEfO AK DURING
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<br />WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS
<br />P
<br />0
<br />WELDING PROCEDURE SPECIFICATIONS (WPSs)
<br />AVAILABLE
<br />P
<br />P
<br />MANUFACTURER CERTIFICATIONS FOR WELDING
<br />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 />FIT -UP OF GROOVE WELDS (INCLUDING JOINT
<br />GEOMETRY)
<br />0 JOINT PREPARATIONS
<br />CD
<br />DIMENSIONS (ALIGNMENT, ROOF OPENING, ROOF FACE, BEVEL)
<br />0 CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />0 TACKING (TACK WELD QUALITY AND LOCATION)
<br />0 BACKING TYPE AND FIT (IF APPLICABLE)
<br />L
<br />0
<br />P 0
<br />FIT -UP OF CJP GROOVE WELDS OF HSS T-, Y- ANDK-JOINTS WITHOUT BACKING
<br />C'4
<br />(INCLUDING JOINT GEOMETRY)
<br />C-
<br />a JOINT PREPARATIONS
<br />C'a
<br />DIMENSIONS (ALIGNMENT, ROOF OPENING, ROOF FACE, BEVEL)
<br />® CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />Cz
<br />0 TACKING (TACK WELD QUALITY AND LOCATION)
<br />c
<br />CONFIGURATION AND FINISH OF ACCESS HOLES 0 0
<br />FIT -UP OF FILLET WELDS 0 -
<br />Lu
<br />® DIMENSIONS (ALIGNMENT, GAPS AT ROOF)
<br />® CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />® TACKING (TACK WELD QUALITY AND LOCATION)
<br />®
<br />CHECK WELDING EQUIPMENT 0 -
<br />1
<br />THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A
<br />n
<br />WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED,
<br />SHALL BE THE LOW -STRESS TYPE.
<br />0
<br />v
<br />2
<br />0 = OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING
<br />THESE INSPECTIONS.
<br />V)
<br />P = PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.
<br />0
<br />3
<br />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 />i
<br />4
<br />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 />ry
<br />I
<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 />U
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<br />5
<br />QA INSPECTIONS, EXCEPT FOR NONDESTRUCTIVE TESTING (NDT), MAY BE WAIVED WHEN THE
<br />WORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE
<br />M
<br />AUTHORITY HAVING JURISDICTION TO PERFORM WORK WITHOUT QA. NDT OF WELDS COMPLETED
<br />d
<br />IN AN APPROVED FABRICATOR'S SHOP MAY BE PERFORMED BY THAT FABRICATOR WHEN
<br />2-1
<br />APPROVED BY THE AHJ. WHEN THE FABRICATOR PERFORMS THE NDT, THE QA AGENCY SHALL
<br />REVIEW THE FABRICATOR'S NDT REPORTS.
<br />n
<br />6
<br />SEE AISC 360-10 CHAPTER N FOR MINIMUM REQUIREMENTS FOR QUALITY CONTROL AND
<br />d
<br />QUALITY ASSURANCE PROGRAMS, QUALIFICATIONS, INSPECTIONS AND TESTING.
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<br />SYM REVISION
<br />ORIG PIW UPGRADES ADDENDUM A
<br />i
<br />Ln
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<br />a
<br />BY
<br />20808468 SITTS
<br />APPROVED DATE
<br />BKL 01.25,21
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<br />Or
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES
<br />0
<br />0
<br />0 PACKAGING
<br />a EXPOSURE CONTROL
<br />NO WELDING OVER CRACKED TACK WELDS
<br />0
<br />0
<br />ENVIRONMENTAL CONDITIONS
<br />0
<br />0
<br />@ WIND SPEED WITHIN LIMITS
<br />0 PRECIPITATION AND TEMPERATURE
<br />0
<br />0
<br />WPS FOLLOWED
<br />® SETTINGS ON WELDING EQUIPMENT
<br />0 TRAVEL SPEED
<br />0 SELECTED WELDING MATERIALS
<br />0 SHIELDING GAS. TYPE/FLOW RATE
<br />0 PREHEAT APPLIED
<br />0 INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
<br />0 PROPER POSITION (F, V, H, OH)
<br />WELDING TECHNIQUES
<br />0
<br />0
<br />0 INTERPASS AND FINAL CLEANING
<br />0 EACH PASS WITHIN PROFILE LIMITATIONS
<br />0 EACH PASS MEETS QUALITY REQUIREMENTS
<br />PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS
<br />P
<br />P
<br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION.
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<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 />0 WELD PROFILES
<br />0 WELD SIZE
<br />0 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 />NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE FOR
<br />0
<br />0
<br />WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN
<br />THE k-area, VISUALLY INSPECT THE WEB k--area FOR CRACKS WITHING 3 in. (75 mm) OF THE WELD,
<br />2. AFTER ROLLED HEAVY SHAPES (SEE SECTION A3.1 c) AND BUILT-UP HEAVY SHAPES (SEE SECTION
<br />A3.1 d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS.
<br />2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION.
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<br />MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS
<br />0
<br />P
<br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMEMENTS
<br />0
<br />0
<br />0
<br />0
<br />CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
<br />LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
<br />CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
<br />0
<br />0
<br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE PAYING 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 />4 QA INSPECTIONS, EXCEPT FOR NONDESTRUCTIVE TESTING (NDT), MAY BE WAIVED WHEN THE
<br />WORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE
<br />AUTHORITY HAVING JURISDICTION TO PERFORM WORK WITHOUT QA. WHEN THE FABRICATOR
<br />PERFORMS THE NDT, THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
<br />5 SEE AISC 360-10 CHAPTER N FOR MINIMUM REQUIREMENTS FOR QUALITY CONTROL AND
<br />QUALITY ASSURANCE PROGRAMS, QUALIFICATIONS, INSPECTIONS AND TESTING.
<br />0r
<br />u
<br />V) Ne
<br />J
<br />J
<br />O
<br />u
<br />d
<br />m
<br />FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND
<br />0
<br />0
<br />WASHERS ARE POSITIONED AS
<br />REQUIRED
<br />JOINT BROUGHT TO THE SNUG
<br />-TIGHT CONDITION PRIOR TO THE PRETENSIONING
<br />0
<br />0
<br />OPERATION
<br />FASTENER COMPONENT NOT TURNED
<br />BY THE WRENCH PREVENTED FROM ROTATING
<br />0
<br />0
<br />FASTENERS ARE PRETENSIONED
<br />IN ACCORDANCE WITH THE RCSC .SPECIFICATION,
<br />0
<br />0
<br />PROGRESSING SYSTEMATICALLY
<br />FROM THE MOST RIGID POINT TOWARD THE FREE
<br />EDGES
<br />► ! i i1111111110=111111 1
<br />1 SEE NOTES ON TABLE N5.6-1 FOR ADDITIONAL INFORMATION.
<br />DCN-01
<br />NPRIL 30 2C21
<br />�Isl
<br />CIVIL I
<br />STRUCTURAL I SURVEY
<br />4815 CENTER STREET I TACOMA, WA, 98409
<br />PHONE: (253) 474-9449 I FAX: (253) 474-0153
<br />http:/Imjw.sittshill,com/
<br />Project No.:
<br />17659
<br />Project Mgr.:
<br />BKL
<br />Proj. Engineer:
<br />SDS
<br />Proj. Drafter:
<br />JDK
<br />SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE- CURRENT REVISION SYMBOL DATE
<br />K. f ACCEPTABILITY J. Kamla 10.01.19
<br />�y ®� FA tA. � THIS DESIGN AND/OR CHECKED �®8084 68 � I \
<br />�w 01.25.21
<br />SPECIFICATION IS APPROVED E• Fletcher 10.01.19 SHEET SEQUENCE NO.
<br />TITLE PIW UPGRADES ADDENDUM A
<br />MGM
<br />APPROVED 6Y DEPT. DATE E. Fletcher 10.01.19
<br />8 CHECKED S2K-3
<br />XV-B. Leslie 10.01.19
<br />3 APPROVED 20808468
<br />f �L 4 APPROVED STRUCTURAL EVERETT, WA DWG NO. 40-YD-S2K-3
<br />
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