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STAT M NT �F P CIAL INSP CTION P R 20151 � �EC�U1R SP CIAL iN P CTI�N� �ND � �T I C 20� 5 ST�U TURA '
<br /> C L S T E�L (I C 1 7 0 5.2. 1 , � 7 0 5. 1 2. 1 � 1 7 0 5. 1 3. 1 ) C�N T
<br /> 1. THE OWNER SHALL HIRE AN INDEPENDENT TESTINGIINSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS IN ACCORDANCE INDICA7ED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS°FREQUENCY OF WSPECTION"AS"PERIODIC"OR
<br /> WITH SECTION 1704.2 OF THE 2015 WTERNA710NAL BUILDING CODE(IBC). "CONTINUOUS"OR UNDER COLUMNS'9NSPECTION ACTION"AS"PERFORM"OR"OBSERVE".IF NO BOX IS CHECKED,EITHER THE TASK DOES �OLTED CONN ECTiON - PI�I�R TO �OLTIN� (TA�LE N5.4-3� AISC �6O' I O�.
<br /> NOT EXIST OR DOES NOT REQUIRE
<br /> 2. 7HE STATEMENT OF SPECIAL INSPECTIONS HEREIN IS FULFILLMENT OF THE REQUIREMENTS OF 2015 IBC SEC710NS 1704 AND 1705. ANY SPECIAL INSPECTION.
<br /> 3. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND
<br /> SPECIFICATIONS,THIS STATEMENT, IBC 2015 CHAPTER 17 AND ITS REFERENCED STANDARDS,
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> 4, THE SP�CfAL INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION APPROVED PLANS, ���(�°�� Q � �A��� /��� � `7 j�j.,�. � ' � 1 a
<br /> SPECIFICATIONS,AND APPUCABI.E PROVISIONS OF THE IBC.THE ARCHITECTIENGINEER'S REVIEWED SHOP DRAWINGS, �� ��� ` � ��� 1 CERTIFICATIONS OF FASTENERS PERFORM � OBSERVE ❑
<br /> AND/OR PLACEMENT DRAWINGS, MAY BE USED ONLY AS AN AID TO SPECIAL INSPEGTIONS.THE DEFINITIONS FOR ACTIONS
<br /> OR FREQUENCIES OF INSPECTIONS ARE AS FOLLOWS:
<br /> a. "CONTINUOUS",FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECT�ON BY AN APPROVED ITEM FREQUENCY OF INSPECTION INSTRUCTIONS FASTENERS MARKED PERFORM ❑ OBSERVE � VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE
<br /> SPECIAL tNSPECTOR WHO IS PRESENI'IN THE AREA WHERE THE WORK IS BEING PERFORMED. WfTH ASTM REQUIREMENTS.
<br /> MATERIAL ALTERNATIVES OR
<br /> b, "PERIODIC", INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED CONTWUOUS � PERIODIC ❑ PER DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR REPORT
<br /> UNUSUAL DESIGN APPLICATiONS � ) ❑ OBSERVE � VERIFY GRADE,TYPE,AND BOLT LENGTH IF THREADS
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE FROM AN ACCEPTED ACCREDITA710N AGENCY I.E. ICC-ES . PROPER FASTENERS FOR JOINT
<br /> COMPLETION OF TNE WORK. PERFORM ARE EXCLUDED FROM THE SHEAR PLANE.
<br /> c. "OgSERVE"THESE 17EMS ON A RANDOM BASIS(AISC). OPERATIONS NEED NOT BE DELAYED
<br /> PENDING THESE INSPECTIONS.
<br /> d. "PERFORM"THESE TASKS FOR EACH OLTED CONNECTION,WELDED JOINT,OR MEMBER(AISCj. S 1 R U CTU�AL ST��L (I C 1705,�. I , 1705. � �. � tX I / O�. � �. � � PROPER BOLTING PROCEDURE PERFORM ❑ O�SERVE � VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR IN5PECTIONS.THE DAILY REF'ORTS SHALL
<br /> REMAIN AT THE JOB SITE WI7H THE CONTRACTOR FOR THE BUILDING OFFICIAL'S INSPECTOR,THE REPORTS NOTE: SPECIAL INSPECTION OF RAILING SY5TEMS COMPOSED OF
<br /> SHALL WCLUDE THE FOLLOWING. STRUCTURAL STEEL ELEMENTS SHALL BE LfMITED 70 WELDING INSPECI'ION CONNECTWG ELEMENTS PERFORM VERIFY APPROPRIATE FAYWG SURFACE CONDITION AND
<br /> OF WELDS AT THE BASE OF CANTILEVERED RAIL POSTS.
<br /> ❑ OBSERVE � HOLE PREPARATION, IF SPECIFIED, MEET REQUIREMENTS.
<br /> a, NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED.
<br /> b. DESCRIPTION OF THE INSPECTIONS,WITH LOCATIONS AND TESTS PERFORMED. WELDED LsONN�I�TI�N - PRIOR TO WELDING (TA�LE N5.4-1 AISC 360-1 O,. PRE-INSTALLATION VERIFICATION TESTING PERFORM � OBSERVE � OBSERVE AND DOCUMENTVERIFICATION TESTING BY
<br /> iNSTALLATION PERSONNEI.FOR FASTENER ASSEMBLIES
<br /> c. LIST OF NON-CONFORMING ITEMS. � AND METHODS USED.
<br /> d. HOW NON-CONFORMING ITEMS WERE RESOLVED OR UNRESOLVED,
<br /> VERIFY PROPER STORAGE OF BOL.TS,BUTS,WASHERS,
<br /> e• LIST OF CNANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED BY
<br /> fNSPECTION ACTION INSTRUC710NS PROPER STORAGE PERFORM ❑ OBSERVE � AND OTHER FASTENER COMPONENTS.
<br /> THE ENGINEER,ARCHITECT,OR BUILDING OFFICIAL'S INSP�CTORS.
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR,AND NOTE ALL VERIFY WELDING PROCEDURES(WPS}AND PERFORM � OBSERVE ❑
<br /> SUCH ITEMS W THE DAILY REPORT. IF ANY ITEM IS NOT RESOLVED W A TIMELY MANNER AND IS ABOUT TO BE WCORPORATED IN CONSUMABLE CERTIFICATES �*NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIEp(PER SECTION N5.6(1)OF AISC 360-10)
<br /> THE WORK,THE SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND INSPECTIONS PERFORMED DIRECTLY TO THE MATERIAL IDENTIFICATION PERFORM ❑ OBSERVE � VERIFY TYPE AND GRADE OF MATERIAL. D��TE V C�NN ECTI�N - DURI NC� �OLTI NG (TA�LE N5.6-Z� /�IS� 3�O"�t1�.
<br /> BUILDING OFFICIAL, ENGINEER OF RECORD,AND/OR OTHERS AS DESIGNATED.
<br /> 8. 7HE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE BUILDING OFFICIAL STATING THAT ALL
<br /> ITEMS REQUIRING SPECIAL INSPECTfONS AND TESTING WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR WELDER IDENTIFICATION PERFORM ❑ OBSERVE � A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO ITEM INSPECTION ACTION INSTRUCTIONS
<br /> RESOLVED,AND ALL WORK R�QUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br /> AND SPECIFICATIONS AND APPLICABLE CODES,ANY ITEMS UNRESOLVED OR DISCREPANCIES IN COVERAGE(I.E.MISSED
<br /> INSPEC710NS, PERIODIC INSPECTIONS WHEN CONTWUOUS WAS REQUIRED, ETC)SHALL BE SPECIFICALLY ITEMIZED IN 7HE FASTENER ASSEMBLIES PERFORM ❑ OBSERVE � VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br /> REPORT. FIT-UP GROOVE WELDS PERFORM ❑ OBSERVE � VERIFY JOINT PREPARATION,DIMENSIONS, CONDITION, PLACED IN ALL NOLES,AND WASHERS ARE
<br /> 9. SPECIAL INSPECTION AND TEST REQUIREMENTS FOR CERTAIN BUILDING ELEMENTS IMPLIED BY THE STATEMENT OF SPECIAL CLEANLINESS,TACKING,AND BACKING TYPE AND FIT. POSITIQNED AS REQUIRED.
<br /> INSPECTIONS YET LISTED AS EXEMPT BY IBC IS PERMITTED TO BE WAIVED WITH WRITTEN APPROVAL FROM THE ENGINEER OF
<br /> RECORD. VERIFY THAT JOINTS ARE BROUGH7 TO SNUGTIGHT
<br /> 10. THIS STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER OF RECORD WITH THE ACCESS HOLES PERFORM � OBSERVE � VERIFY CONFIGURATION AND FINISH. SNUG-TIGHT PRIOR TO PRETENSIONWG PERFORM ❑ OBSERVE � CONDITION PRIOR 70 PRETENSIONING OPERATION.
<br /> UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: ,
<br /> a• REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE FASTENER COMPONENT PERFORM ❑ OBSERVE � VERIFY THAT FASTENER GOMPONENT TURNED BY
<br /> INSPECTIONS, FIT-UP OF FILLET WELDS PERFOFtM ❑ OBSERVE � VERIFY ALIGNMENT,GAPS AT ROOT,CLEANLINESS OF STEEL WRENCH IS NOT PREVENTED FROM R(�TATWG. �
<br /> b, MONITOR SPECIAL INSPECTION ACTIVITIES ON THE J0�SITE TO ASSURE THAT THE SPECIAL INSPECTORS SURFACES,AND TACK WELD Ql1ALITY AND LOCATION.
<br /> VERIFY THAT FASTENERS ARE PRETENSIONED IN
<br /> ARE QUALIFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL PRETENSIONED FASTENERS PERFORM ❑ OBSERVE � ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING
<br /> IN5PECTION. SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD
<br /> �� REVIEW SUBMITTED INSPECTI(�N REPORTS.
<br /> THE FREE EDGES.
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. WELDED CONN Et..�T�ON - DURING W�LDI NG (TA�LE N5.4`Z, AISC 360-�O). **NOT REQUIRED IF ONLY SNUGTIGHT JOINTS ARE SPECIFIED(PER SECTION N5.6(1)OF AISC 360-10).
<br /> e• ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL
<br /> INSPECTION REPORT HAVE BEEN SUBMITTED AND ACCEPTED. ITEM INSPECTION ACTION INSTRUCTIONS **NOT REQUIRED FOR PRETENSIONED JOINTS USfNG TURN-OF-THE-NUT METHOD WITH MATCH-MARKING,DIRECT-TENSION-INDICATORS,OR
<br /> TWIST-OFF TYPE TENSION CONTROL METHOp(PER SECTION N5.6(2)OF AISC 360-10).
<br /> USEOFQUALIFIEDWELDERS PERFORM ❑ OBSERVE � VERIFYTHATWELDERSAREAPPROPRIATELYQUALIFIED. �OI..�ED I��NNECTIOIV - AFT�R �OLTING (TA�LE NS.�-3� /'1I�� 360��0 . ,
<br /> \ �
<br /> CONTROL AND HANDLING OF PERFORM ❑ OBSERVE � VERIFY PACKAGING AND EXPOSURE CONTROL, ITEM INSPECTION ACl'ION INSTRUCTIONS
<br /> WELQING CONSUMABLES
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM � OBSERVE ❑
<br /> CRACKED TACK WELDS PERFORM ❑ 4BSERVE � VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED BOLTED CONNECTIONS '
<br /> TACK WELDS.
<br /> ENVIRONMENTAL CONDITIONS PERFORM ❑ OBSERVE � VERIFY WIND SPEED IS WITH►N LIMITSAS WELLAS OT�IER ST�EL lNSPECTIONS (SECTlON N�.7, AISC 360�� O�.
<br /> PRECIPITATION AND TEMPERATURE
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> VERIFY ITEMS SUCH AS SETTINGS QN WELDING EQUIPMENT, �
<br /> WPS FOLLOWED PERFORM ❑ OBSERVE � TRAVEL SPEED,WELDWG MATERIALS,SHIELDING GAS
<br /> TYPE/FLOW RATE,REHEAT APPLIED,INTERPASS STRUCTURAL STEEL DETAILS PERFORM � OBSERVE � ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE
<br /> TEMPERATURE MAINTAINED AND PROPER POSITION. 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 /> WELDING TECHNIQUES PERFORM ❑ OBSERVE � VERIFY INTERPASS AND FINAL CLEANING,EACH PASS IS r
<br /> WITHIN PR4FILE LIMITATIONS,AND QUALITY OF EACH PASS.
<br /> INSPECTOR SHALL BE ON THE PREMISES DURING THE
<br /> ANCHOR RODS AND OTHER PERFORM � OBSERVE ❑ pLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
<br /> EMBEDMENTS SUPPORTING SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH
<br /> q STRUCTURAL STEEL CONSTRUCTION DOCUMENTS.VERIFY THE DIAMETER,GRADE,
<br /> WELDED CONNECTION - AFTE� WELDING (TABLE N5.4�'3, AISC 360- i O�. TYPE,AND LENGTH OF THE ANCHOR ROD OR EMBEDDED
<br /> , ITEM,AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO ,
<br /> PLACEMENT OF CONCRETE,
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> WELDSCLEANED PERFORM ❑ OBSERVE � VERIFYTHATWELDSHAVEBEENPROPERLYCLEANED N�NDE�TI�UCTIVE TESTING (NDT) OF WELDED J�iNTS (TA�LE N5.4^'3, AIS� 360'� 0�.
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> PERFORM � OBSERVE ❑
<br /> SIZE,LENGTH,AND LOCATION OF WELDS ULTRASONIC TESTING SHALL BE PERFORMED ON 100%OF CJP
<br /> COMPLET�-JOINT-PENETRATION(CJP)GROOVE PERFORM � OBSERVE ❑ GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION
<br /> ACCEPTANCE CRITERIA TO CONSIDER INCLUDES CRACK WELDS IN MATERIALS 5/16-INCH THICK OR LOADING IN BUTT,TEE,AND CORNER JOINTS FOR STRUCTURES
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM � OBSERVE ❑ PROHIBITION,WELD/BASE-METAL FUSION,CRATER CROSS GREATER IN RISK CATEGORY III OR IV, 10%IN RISK CATEGORY 11,AND 0%IN
<br /> SECTION,WELD PROFILES AND SIZE, UNDERCUT,AND POROSITY. RISK CATEGORY L TESTING RATE MUST BE INCREASED PER .
<br /> SECTION N5,5F IF 5%OR MORE WELDS TESTED HAVE
<br /> PERFORM � OBSERVE ❑ UNACCEPTABLE DEFECTS. THE RATE IS PERMITTED TO BE
<br /> ARC STRIKES REDUCED PER SECTION N5.5E
<br /> ACCESS HOLES(FLANGE>2"j PERFORM � OBSERVE ❑ TESTED PER AISC 360-10-5C.
<br /> K-AREA PERFORM � OBSERVE ❑
<br /> BACKING&WELD TABS REMOVED PERFORM � OBSERVE ❑ WELDED JOINTS SUBJECT TO FATIGUE PERFORM � OBSERVE � PER AISC 360-10�5D.
<br /> REPAIR ACTIVITIES PERFORM � OBSERVE ❑ ' :��` -: .
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<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM � OBSERVE ❑ N EW �H E ET AD D E D � �
<br /> WELDED JOWTIMEMBER �' �'°
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<br /> Architects, Engineers, Constructors '
<br /> This ifem has been elec6onically signed and sealed State of Washington
<br /> by(Ernest Maited,PE}using a dipifal signature and 0 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> date.Printed copies of this document are not Lynnwootl,Washington,98036
<br /> considered signed and sealed and the signafure must 425-921-3500 AfChitBCtUf2 No.603235512
<br /> be veri/ied on anyelea6onic copies. . . Ell�lfl82l'Ifl9 N0.3137 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE c�'( j�� DRAWN DATE SUBTIT�E CURRENT REVISION SYMBOL DATE
<br /> 0 ISSUE FOR CONSIRUCTION (SRW - 40-035/ 40-024� (WBS16321) BEL EM 03/08/17 ���°F WASy�ti�'pi HSC ESGNB D/R BHECKED O3 OH �� STAT�MENT �� SPECIAL INSPECTI�N� 16321 O 03/08/17
<br /> �- , � �'� SPECIFICATION IS APPROVED AHM 03 08 17 SHEEf
<br /> � est �te� . o I E TITLE FACTORY TRANSFO�MATION 777X SERVICE READY WING
<br /> :54: �'A 0 %' (-os'c�b'GM APPROVED BY DEPT, DATE EM 03 08 17 �� ��� �
<br /> CHECKED
<br /> � � 2�� � �U�LDiNG 40-035
<br /> �t �IS7E����� APPROVED JOB N0. COMP N0.
<br /> F WO 15/2899-801
<br /> ss�oNA� E�'� APPROVED STRUCTURAL MASTER EVERETT, WA °wc No. 40-035-S2o-801 �
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