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REQUIRED SPECIAL INSPECTIONS Ai 4 ,..,, TEST
<br />S} PER '6
<br />STRUCTURAL
<br />-L 1705.2.19
<br />5 p & F 705
<br />SPECIAL.13.1)
<br />• OF t D OF
<br />INSPECTIONSTRUCTURAL STEEL ELEMENTS SHALL BE LIMITED TO WELDING
<br />OF WELDSBASE OF CANTILEVEREDPOSTS.
<br />WELDEDION - PRIOR TO WELDINGT
<br />o ®1, AISC 360-10)-
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />VERIFY WELDING PROCEDURES (WPS) AND
<br />CONSUMABLE CERTIFICATES
<br />PERFORM
<br />OBSERVE
<br />MATERIAL IDENTIFICATION
<br />PERFORM
<br />OBSERVE
<br />VERIFY TYPE AND GRADE OF MATERIAL,
<br />WELDER IDENTIFICATION
<br />PERFORM
<br />OBSERVE
<br />A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS
<br />WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br />FIT -UP GROOVE WELDS
<br />PERFORM
<br />El
<br />OBSERVE
<br />VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS,
<br />TACKING, AND BACKING TYPE AND FIT.
<br />ACCESS HOLES
<br />PERFORM
<br />El
<br />I OBSERVE
<br />VERIFY CONFIGURATION AND FINISH,
<br />FIT -UP OF FILLET WELDS PERFORM El OBSERVE VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL
<br />SURFACES, AND TACK WELD QUALITY AND LOCATION.
<br />WELDED—TI I (TABLE a ®, AISC 360-10):
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />USE OF QUALIFIED WELDERS
<br />PERFORM
<br />OBSERVE
<br />VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED.
<br />CONTROL AND HANDLING OF WELDING
<br />CONSUMABLES
<br />PERFORM
<br />OBSERVE
<br />VERIFY PACKAGING AND EXPOSURE CONTROL.
<br />CRACKED TACK WELDS
<br />PERFORM 0OBSERVE
<br />11
<br />VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED TACK
<br />WELDS.
<br />ENVIRONMENTAL CONDITIONS
<br />PERFORM
<br />OBSERVE
<br />VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS
<br />PRECIPITATION AND TEMPERATURE.
<br />VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT,
<br />WPS FOLLOWED
<br />PERFORM
<br />OBSERVE
<br />TRAVEL SPEED, WELDING MATERIALS, SHIELDING GAS
<br />TYPE/FLOW RATE, REHEAT APPLIED, INTERPASS
<br />TEMPERATURE MAINTAINED AND PROPER POSITION.
<br />WELDING TECHNIQUES
<br />PERFORM El
<br />OBSERVE
<br />VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN
<br />PROFILE LIMITATIONS, AND QUALITY OF EACH PASS.
<br />CONNECTIONWELDED FT L I (TABLE 94®, I ®1 ) o
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />WELDS CLEANED
<br />PERFORM
<br />OBSERVE
<br />VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED
<br />SIZE, LENGTH, AND LOCATION OF WELDS
<br />PERFORM
<br />OBSERVE
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />PERFORM
<br />OBSERVE
<br />ARC STRIKES
<br />PERFORM
<br />OBSERVE
<br />K-AREA
<br />PERFORM
<br />OBSERVE
<br />BACKING & WELD TABS REMOVED
<br />PERFORM
<br />OBSERVE
<br />REPAIR ACTIVITIES
<br />PERFORM
<br />OBSERVE
<br />DOCUMENT ACCEPTANCE OR REJECTION OF
<br />PERFORM
<br />OBSERVE
<br />WELDED JOINT/MEMBER
<br />SYM I REVISION BY APPROVED DATE SYM
<br />0 1 IFC I HBL EXPANSION PACKAGE POSITION 7 IFC IFC 09/01/22
<br />ITEM INSPECTION ACTION INSTRUCTIONS
<br />CERTIFICATIONS OF FASTENERS PERFORM OBSERVE
<br />FASTENERS MARKED PERFORM OBSERVE �' VERIFY THAT FASTENERS HAVE BEEN MARKED IN
<br />ACCORDANCE WITH ASTM REQUIREMENTS.
<br />PROPER FASTENERS FOR JOINT PERFORM ` OBSERVE VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE
<br />EXCLUDED FROM THE SHEAR PLANE.
<br />PROPER BOLTING PROCEDURE PERFORM ❑ OBSERVE El VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL.
<br />CONNECTING ELEMENTS PERFORM OBSERVE VERIFY APPROPRIATE FAYING SURFACE CONDITION AND HOLE
<br />PREPARATION, IF SPECIFIED, MEET REQUIREMENTS.
<br />PRE -INSTALLATION VERIFICATION TESTING
<br />PERFORM
<br />OBSERVE
<br />OBSERVE AND DOCUMENT VERIFICATION TESTING BY
<br />INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND
<br />METHODS USED.
<br />PROPER STORAGE
<br />PERFORM
<br />OBSERVE
<br />VERIFY PROPER STORAGE OF BOLTS, BUTS, WASHERS, AND
<br />OTHER FASTENER COMPONENTS.
<br />** NOT REQUIRED IF ONLY SNUG -TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10)
<br />BOLTED CONNECTION— DURING BOLTING(TABLE o ®, AISC 360-10):
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />FASTENER ASSEMBLIES
<br />PERFORM
<br />OBSERVE
<br />VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br />CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE
<br />POSITIONED AS REQUIRED.
<br />SNUG -TIGHT PRIOR TO PRETENSIONING
<br />PERFORM
<br />OBSERVE �'
<br />VERIFY THAT JOINTS ARE BROUGHT TO SNUG -TIGHT CONDITION
<br />PRIOR TO PRETENSIONING OPERATION.
<br />FASTENER COMPONENT
<br />PERFORM �
<br />OBSERVE El
<br />VERIFY THAT FASTENER COMPONENT TURNED BY WRENCH
<br />IS NOT PREVENTED FROM ROTATING.
<br />PRETENSIONED FASTENERS
<br />PERFORM El
<br />OBSERVE
<br />VERIFY THAT FASTENERS ARE PRETENSIONED IN ACCORDANCE
<br />WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY
<br />FROM THE MOST RIGID POINT TOWARD THE FREE EDGES.
<br />* NOT REQUIRED IF ONLY SNUG -TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10).
<br />** NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN -OF -THE -NUT METHOD WITH MATCH -MARKING, DIRECT -TENSION -INDICATORS, OR TWIST -OFF TYPE TENSION CONTROL METHOD
<br />(PER SECTION N5.6(2) OF AISC 360-10).
<br />BOLTED CONNECTIONBOLTING (TABLE ®®, AISC 360-10):
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />DOCUMENT ACCEPTANCE OR REJECTION OF
<br />PERFORM
<br />OBSERVE
<br />BOLTED CONNECTIONS
<br />OTHERTEFL INSPECTIONS (SECTION a, AISC 360-10):
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE
<br />STRUCTURAL STEEL DETAILS
<br />PERFORM
<br />OBSERVE
<br />INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN
<br />IN CONSTRUCTION DOCUMENTS, SUCH AS BRACES,
<br />STIFFENERS, MEMBER LOCATIONS, AND PROPER APPLICATION
<br />OF JOINT DETAILS AT EACH CONNECTION.
<br />INSPECTOR SHALL BE ON THE PREMISES DURING THE
<br />PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
<br />ANCHOR RODS AND OTHER EMBEDMENTS
<br />PERFORM
<br />OBSERVE
<br />SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH
<br />CONSTRUCTION DOCUMENTS. VERIFY THE DIAMETER, GRADE,
<br />SUPPORTING STRUCTURAL STEEL
<br />TYPE, AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM,
<br />AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO
<br />PLACEMENT OF CONCRETE.
<br />NONDESTRUCTIVE TESTING ( T) OF WELDED JOINTS( 0®, AISC 360-10).-
<br />ITEM
<br />INSPECTION ACTION
<br />INSTRUCTIONS
<br />ULTRASONIC TESTING SHALL BE PERFORMED ON 100% OF CJP
<br />GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION
<br />COMPLETE -JOINT -PENETRATION (CJP) GROOVE
<br />LOADING IN BUTT, TEE, AND CORNER JOINTS FOR STRUCTURES
<br />WELDS IN MATERIALS 5/16-INCH THICK OR
<br />PERFORM �
<br />OBSERVE �
<br />IN RISK CATEGORY ill OR IV, 10% IN RISK CATEGORY II, AND 0% IN
<br />GREATER
<br />RISK CATEGORY I. TESTING RATE MUST BE INCREASED PER
<br />SECTION N5.5F IF 5% OR MORE WELDS TESTED HAVE
<br />UNACCEPTABLE DEFECTS. THE RATE IS PERMITTED TO BE
<br />REDUCED PER SECTION N5.5E.
<br />ACCESS HOLES (FLANGE > 2")
<br />PERFORM
<br />OBSERVE
<br />TESTED PER AISC 360-10-5C.
<br />1 V 'r-TT
<br />Li WELDED JOINTS SUBJECT TO FATIGUE PERFORM OBSERVE Lj PER AISC 360-10-5D. REVIEWED FAR PERMIT
<br />This item has beel efectro icail si nod and sealedbv
<br />-- (Brian L. Sayre, S€) using a digital signature and data. _ -
<br />Printed copies of this document am not considered signed
<br />and sealed and the signature must be verified on any -
<br />electronk copies.
<br />)iACCEPTABILM
<br />tiTHIS
<br />DESIGN AND/OR
<br />fi
<br />SPECIFICATION IS APPROVED
<br />EXPIRES 01-24-2024
<br />09/01 /22
<br />09/01/22
<br />09/01 /22
<br />ED BUILDING 40-023
<br />ED STRUCTURAL MASTER
<br />I
<br />www.brph.corp
<br />2022
<br />Architects n in. rsy
<br />Inc.
<br />19020 33rd Ave W, Suite #500
<br />State of Washington
<br />Certificate ofo.60Authorization351
<br />Lynnwood, Washington, 96036
<br />Architecture No. 603235512
<br />425 g29 35Q®
<br />Engineering No. 3137
<br />' REVISION
<br />SYN1I3®G
<br />DATE
<br />09/01 /22
<br />CNI
<br />cat
<br />S2p-b
<br />-200
<br />WC 15/2899-200
<br />COMPNO.
<br />
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