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<br /> STATEMENT OF SPECIAL INSPECTIONS PER 2015 IBC REQUIRED SPECIAL INSPECTIONS AND TEST PER IBC 2015 STRUCTURAL STEEL (IBC 1705.2.1, 1705.12.1 &1705.13.1)CONT
<br /> 1. THE OWNER SHALLHIRE AN INCEPEHDENT TESTINGINSECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS IN ACCORDANCE INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNSPREOUENCY OF INSPECTION'AS'PERIODII
<br /> WITH SECTION 17042 OF THE 2015 INTERNATIONAL BUILDING CODE(IBC). "COITINUOUS'OR UNDER COLUMNS'INSPECTION ACTION'AS"PERFORM'OR'OBSERVE.IF NO BOX IS CHECKED,EITHER THE TASK GOES BOLTED CONNECTION-PRIOR TO BOLTING (TABLE N5.4-3,AISC 360-10):
<br /> NOT EXIST DR DOES NOT REQUIRE
<br /> 2. THE STATEMENT OF SPECIAL INSPECTIONS HEREIN IS FULFILLMENT OF THE REQUIREMENTS OF 2015 IBC SECTIONS 1701 AND 1705. ANY SPECIAL INSPECTION. j
<br /> 1 3. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND TEEM INSPECTION ACTION INSTRUCTIONS
<br /> SPEgFICATI0N5.THIS STATEMENT.NC 2015 CHAPTER/T AND ITS REFERENCED STANDARDS,
<br /> 4. THE SPECIAL INSPECTOR SHALL 06SERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION APPROVED PIANS, SPECIAL CASES(IBC 1705.1.1). CERTIFICATIONS OF FASTENERS PERFORM ® OBSERVE ❑
<br /> SPECIFICATIONS.AND APPLICABLE PROVISIONS OF THE IBC.THE ARCHITECTI:NGINEER'S RENEWED SHOP DRAWINGS.
<br /> ANDIOR PLACEMENT DRAWINGS.MAY BE USED ONLY AS AN AD TO SPECIAL INSPECTIONS.THE DEFINITIONS FOR ACTIONS
<br /> OR FREQUENCIES OF INSPECTIONS AREAS FOLLOWS: REM FREQUENCY OF INSPECTION INSTRUCTIONS VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE
<br /> a. 'CONTINUOUS",FULL-TIME OBSERVATION TH WORK REQUIRING SPECIAL INSPECTION O AN APPROVED FASTENERS MARKED P=_RFORM ❑ OBSERVE ® �,ASTM REQUIREMENTS.
<br /> SPECIAL INSPECTOR WHO 15 PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
<br /> b. PERIODD",INTERMITTENT OBSERVATION OF WORK REWIRING SPECIAL NSPECTIONRVANAPPROVED MATERIAL ALTERNATIVES OR CONTINUOUS ® PERIODIC ❑ PER DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR REPORT
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE UNUSUAL DESIGN APPLICATIONS FROM AN ACCEPTED ACCREDITATION AGENCY P.E.ICC EBL PROPER FASTENERS FOR JOINT PERFORM ❑ OBSERVE ® ARE EXCLUFY DED
<br /> DE,TRE,AND SHEARBOLT LANENGTH IF THREADS
<br /> ARE EXCLUDED FROM THE SHEAR PIANS.
<br /> COMPLETION OF TME WORK
<br /> o. "OBSERVE'THESE ITEMS ON A RANDOM BASIS(AISC).OPERATIONS NEED NOT BE DELAYED
<br /> PENDING THESE INSPECTIONS. - PROPER BOLTING PROCEDURE PERFORM ❑ OBSERVE ® VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL
<br /> d. PERFORM'THESE TASKS FOR EACH OLTEDCONNECTION,WELDED JOINT,OR MEMBER(AISC), -STRUCTURAL STEEL (IBC 1705.2.1, 1705.12.1 &1705.13.1)
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR INSPECTIONS.THE DAILY REPORTS SHALL
<br /> REMAIN AT THE JOB SITE WITH THE CONTRACTOR FOR THE BUILDING OFFICIAL'S INSPECTOR THE REPORTS NOTE:SPECIAL INSPECTION OF RILING SYSTEMS COMPOSED OF CONNECTING ELEMENTS PERFORM ❑ OBSERVE VERIFY APPROPRIATE FAYING SURFACE CONDITION AND
<br /> SHALL INCLUDE THFOLLOWING. STRUCTURAL FOLLOWSTRUCTURAL STEEL ELEMENTS SHALL BE LIMITED TO WELDING INSPECTION HOLE PREPARATION.IF SPECIFIED.MEET REQUIREMENTS.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. OF WELDS AT THE RASE OF CANTILEVERED RAIL POSTS.
<br /> By
<br /> h. DESCRIPTION OF THE INSPECTIONS,WITH LOCATIONS AND TESTS PERFOlUMED. PREINSTALLATION VERIFICATION TESTING PERFORM ® OBSERVE OBS❑ AND DOCUMENT VERFICA
<br /> INSTEALLATION RVE PERSONNEL FOR FASTENNER ASTESSEMBLIES
<br /> G UST OF NONCONFORMING ITEMS. WELDED CONNECTION-PRIOR TO WELDING (TABLE N5.4-1,AISC 360-10): AND METHODS USED.
<br /> VERIFY PROPER STORAGE OF BOLTS,BUTS.WASHERS.
<br /> e. HOW NO CHANGES
<br /> ORCO CORRECTIONS
<br /> WERE RESOLVEDORUNRESOLVED. ,�, INSPECTION ACTION INSTRUCTIONS PROPER STORAGE PERFORM ❑ OBSERVE ® AND OTHER FASTENER COMPONENTS.
<br /> a. LIST OF CHANGES OR CORRECTIONS TO NONCONFORMING ISSUES AUTHORIZED BY
<br /> THE ENGINEER.ARCHITECT.PR BUILDING OFFICIAL'S INSPECTORS.
<br /> 6. THE INSPECTOR SHALL BRING NONCONFORMING REINS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR.AND NOTE ALL VERIFY WELDING PROCEDURES(YIPS)AND PERFORM ® OBSERVE ❑ -NOT REQUIRED IFONLY SNUC-TIGHT JOMSARE SPECIFIED(PER SECTION N5.6(1)OF AISC 360.10)
<br /> SUCH ITEMS N THE DAILY REPORT.IF ANY ITEM IS NOT RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE 04CORPDRATED IN CONSUMABLE CERTIFICATES
<br /> THE WORK THE SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. '
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OFT14ETEST AND INSECTION$ERFORMEDDIRECTLY TOTHE WTERIALD@NTIFK:A170N PERFORM El OBSERVE b! VERIFY TYPE AND GRADE OFMATERW.. BOLTED CONNECTION-DURING BOLTING (TABLE N5.6-2,AISC 360-10):
<br /> BUILDING OFFICIAL.ENGINEER OF RECORD,AND'OR OTHERS AS DESIGNATED.
<br /> S. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORTTO THE BUILDING OFFICIAL STATING THAT ALL
<br /> ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED ORITEM INSPECTION ACTION INSTRUCTIONS
<br /> RESOLVED,AND ALL WORK REQUIRING SPECIAL INSPECTIONS IS N CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS WELDER IDENTIFICATION PERFORM ❑ OBSERVE ® A SYSTEM SHALL 6E MAINAINED BY WHICH A WELDER WHO
<br /> HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br /> AND SPECIFICATIONS PERIODIC
<br /> AND SPECTIO S CODES ANY ITEMS WASUNRESOLVED EQUIR D,DISCREPANCIES INCOVERAGE III MISSED VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br /> INSPECTIONS,PERIOOIGINSECTIONS WHEN CONTINUOUS WAS REOUIREO,ETG)SHALL BE SPECIFICALLY ITEIdQED IN THE FASTENER ASSEMBLIES PERFORM ❑ OBSERVE ® CONDITION,PLACED INR
<br /> HOLES.AND WASHERS ARE
<br /> REPORT. FR-UP GROOVE WEDS PERFORM ❑ OBSERVE ® VERIFY JOINT PREPARATION.DIMENSIONS, POSITIONED AS REQUIRED.
<br /> 9. SPECIAL INSPECTION AND TEST REQUIREMENTS FOR CERTAIN BUILDING ELEMENTS IMPLIED BY THE STATEMENT OF SPECIAL CLEANLINESS,TACKING.AND BACKING TYPE AND FIT.
<br /> INSPECTIONS YET LISTED AS EXEMPT BY IBC IS PERMITTED TO BE WANED WITH WRITTEN APPROVAL FROM THE ENGINEER OFVERIFY THAT JOINTS ARE BROUGHT TO SNUC-TIGHT
<br /> RECORD. SNUG-TIGHT PRIOR TO PRETENSIONNG PERFORM El OBSERVE. ® CONDITION PRIOR TO PRETENSDNING OPERATION.
<br /> 10. THIS STATEMENT OF SECIAL INSPECTI N HAS BEEN PREPARED BY THE ENGINEER OF RECORD WITH THE ACCESS HOLES PERFORM ❑ OBSERVE ® VERIFY CONFIGURATION AND FI SH.
<br /> UNDERSTANDING THAT THE BUILDING OFFICIAL WLLVERIFY THAT FASTENER COMPONENT TURNED BY
<br /> a. RENAPPROVE THE QUALIFICATIONS OF EW AND ATHE SPECIAL INSPECTORS WHO WILL PERFORM THE FASTENER COMPONENT PERFORM ❑ OBSERVE ® WRENCH IS NOT PREVENTED FROM ROTATING.
<br /> INSPECTION& FR-UP OF FdLET WELDS PERFORM ❑ OBSERVE ® VERIFY ALIGNMENT
<br /> RIFYALIGNMENT.AND GWS AT WEID QUALITYT..LEA AND LOCATION,IVESF STEELSURFACESVERIFY THAT FASTENERS ARE PRETENSIONED IN
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE 70 ASSURE THAT THE SPECIAL INSPECTORSPRETENSIONED FASTENERS PERFORM ❑ OBSERVE ® ACCORDANCE WITH RCSC SPECIFICATION,PROGRESSNG
<br /> -ARE OUAUFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL SYSTEMATICALLY FROM THE MOST RIGID PGNT TOWARD
<br /> INSPECTION. THE FREE EDGES.
<br /> c RENEW SUBMITTED INSPECTION REPORTS.
<br /> B. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE WELDED CONNECTION-DURING WELDING (TABLE N5.4-2,AISC 360-10): -NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED(PER SECTION N5.6(1)OF AISC 36M0).
<br /> e. ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL -NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUR METHOD WITH MATCH-MARKING,DIRECT-TENSION-INDICATORS,OR
<br /> INSPECTION REPORT HAVE BEEN SUBMITTED AND ACCEPTED. ITEM INSPECTION ACTION INSTRUCTIONS TWIST-OFF TYPE TENSION CONTROL METHOD(PER SECTION N5.6(2)OF AISC 36610).
<br /> USE OF OUALIFILD WELDERS PERFORM ❑ OBSERVE ® VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. BOLTED CONNECTION-AFTER BOLTING (TABLE N5.6-3,AISC 360-10):
<br /> CONTROL AND HANDLING OF PERFORM ❑ OBSERVE ® VERIFY PACKAGING AND EXPOSURE CONTROL ITEM INSPECTION ACTION INSTRUCTIONS
<br /> WELDING CONSUMABLES
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM ® OBSERVE ❑
<br /> CRACKED TACK WELDS PERFORM F-1
<br /> OBSERVE ® VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED BOLTED CONNECTIONS
<br /> TACKW'ELDS.
<br /> OTHER STEEL INSPECTIONS(SECTION N5.7,AISC 360-10):
<br /> ENVIRONMENTAL CONDITIONS PERFORM ❑ OBSERVE ® VERIFY WINE)SPEED IS WITHIN LIMITS WELL AS
<br /> , PRECIPITATION AND TEMPERATURE.
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> VERIFYITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT. 1
<br /> WPS FOLLOWED PERFORM [I OBSERVE ® TRAVELSPEED.WELDING MATERW.S.SHIELDING GAS STRUCTURAL STEEL DETAILS PERFORM ® OBSERVE ❑ ALL FABRICATED STEEL OR STEEL FRAMESSHALL BE
<br /> TYPE/FLOW RATE,REHEAT APPLIED,NTERPASS INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN
<br /> TEMPERATURE MAINTAINED AND PROPER POSITION. IN CONSTRUCTION DOCUMENTS,SUCH AS BRACES.
<br /> STIFFENERS,MEMBER LOCATIONS AND PROPER APPLICATION
<br /> FINAL MEANING.EACH PASS IS OF JOINT DETAILS AT EACH CONNECTION.WENDING TECHNKIUES PERFORM ❑ OBSERVE ® WITVERHIN PROFILE ELIMITATIONS.NS.AND QUALITY OF EACH PASS. INSPECTOR SHALL BE ON THE PREMISES DURING THE
<br /> ANCHOR RODS AND OTHER PERFORM ® OBSERVE ❑ PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
<br /> EMBEDIVENTS STRUCTURAL STEEL SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH
<br /> CONSTRUCTION DOCUMENTS.VERIFY THE DIAMETER.GRADE.
<br /> WELDED CONNECTION-AFTER WELDING (TABLE N5.4-3,AISC 360-10). TYPE.AND LENGTH OF THE ANCHOR ROD OR EMBEDDED
<br /> REM AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO
<br /> PLACEMENT OF CONCRETE
<br /> REM INSPECTION ACTION INSTRUCTIONS
<br /> WELDS CLEANED PERFORM ❑ OBSERVE ® VERIF1'THAT VNELDSHAVE BEEN PROPERLY CLEANED
<br /> NONDESTRUCTIVE TESTING(NDT)OF WELDED JOINTS (TABLE N5.4-3,AISC 360-10):
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> PERFORM ® OBSERVE ❑ ULTRASONIC TESTING SHALL BE PERFORMED ON 100%OF CJP
<br /> SITE.LENGTH.AND LOCATION OF WELDS COMPLETE KENT-PENETRATION(CJPj GROOVE PERFORM ® OBSERVE ❑ GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION
<br /> WELDS N MATERIALS 57164NCH THICK OR LOADING IN BUTT,TEE.AND CORNER JOINTS FOR STRICTURES '
<br /> ACCEPTANCE CRITERIA TO CONSIDER INCLUDES CRACK GREATER IN RISK CATEGORY II OR IV,10%IN RISK CATEGORY II,AND 0%IN
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM ® OBSERVE ❑ PROHIBITION.WEL),'BASHAETAL FUSION,CRATER CROSS RISK CATEGORY L TESTING RATE MUST BE INCREASED PER
<br /> SECTION.WELD PROFILES AND SIZE.UNDERCUT,AND POROSITY. SECTION N5.5F IF 6-OR MORE WELDS TESTED RAVE
<br /> ,RC g PERFORM ® OBSERVE ❑ UNACCEPTABLE DEFECTS.THE RATE IS PERMITTED TO BE
<br /> REDUCED PER SECTION N5.5E.
<br /> ACCESS HOLES(FLANGE�2) PERFORM ® OBSERVE El TESTED TESTPER AISC 360-10 W.
<br /> KAREA PERFORM ® OBSERVE ❑
<br /> OBSERVE® ❑ WELDED JOINS SUBJECT TO FATIGUE PERFORM ® OBSERVE ❑ PER AISC 360.10-60.
<br /> BACKNGd WELD TABS REMOVED PERFORM
<br /> REPAIR ACTMTIES PERFORM ® OBSERVE ❑ _ CITY OF EVERETT BRPH
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM ® OBSERVE ❑ R�!J���lIl�� FOR Mp1=Rr.��T
<br /> WELDED.DNTIMEMBER
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