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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 ANINDEPENOENT TESTINGINSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS IN ACCORDANCE INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS-FREOUENCY OF INSPECTION'AS PERIODIC OR
<br /> WITH SECTION/1D4.2 OF THE 2015 INTERNATIONAL BUILDING CODE(IBC). 'CONINUWS'OR UNDER COLUMNS'INSPECTION ACTION'AS-PERFORM'OR'OBSERVE',ENO BOX IS CHECKED.EITHER THE TASK DOES BOLTED CONNECTION-PRIOR TO BOLTING (TABLE N5.4-3,AISC 360-10):
<br /> THE STATEMENT STATEMENT OF SPECIAL INSPECTIONS HEREINIS FULFILLMENT OF THE REQUIREMENTS OF 2D15 IBC SECTIONS 1704 AND 1705. NOT EXIST ON DOES NOT REWIRE
<br /> ANY SPECIALINSPECTION.3. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED N ACCORDANCE WITH THEAPPROVED PLANS AND ITEM INSPECTION ACTION INSTRUCTIONS
<br /> SPECIFICATIONS.THIS STATEMENT.IBC 2015 CHAPTER 17 AND ITS REFERENCED STANDARDS.
<br /> A
<br /> SPECIFICATIONS I ,AND APPLSCABLPREWOIBpNSWORK
<br /> FTTHE tBBC..TOR HE�ITE�NNGINEERSREVEWEEDD SHOVED PDDRA�WINGS. SPECIAL CASES(IBC 1705.1.1): CERTIFICATIONS OF FASTENERS PERFORM ® OBSERVE ❑
<br /> ANDIOR PLACEMENT DRAWINGS,MAY BE USED ONLY AS AN AID TO SPECIAL NSPECTIONS.THE DEFINITIONS FOR ACTIONS
<br /> OR FREQUENCIES OF INSPECTIONS ARE AS FOLLOWS:
<br /> a. 'CONTINUOUS-.FULL-TME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED ITEMFREQUENCY OF INSPECTION INSTRUCTIONS FASTENERS MARKED PERFORM ❑ OBSERVE ® VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE
<br /> SPECIAL INSPECTOR CMO IS PRESENT N THE AREA WHERE THE WORK IS BEING PERFORMED. WITH ASTM REQUIREMENTS.
<br /> b. PEFWOIC.INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED MATERML A]TERNATIVES OR UNUSUAL CONTINUOUS ® PERIOD. [IPER DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR REPORT
<br /> SPECIAL INSPECTOR WHO IS PRESENT N THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE DESIGN APPLICATIONS FROM AN ACCEPTED ACCREDITATION AGENCY(LE ICC-ESI. PROPER FASTENERS FOR JOINT PERFORM ❑ OBSERVE ® VERIFY GRADE,TYPE.AND BOLT LENGTH P THREADS
<br /> COMPLETION OF THE WORK, ARE EXCLUDED FROM THE SHEAR PLANE,
<br /> a
<br /> *OBSERVE*THESE ITEMS ON A RANDOM BASIS(AISC)L 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 /> S THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR INSPECTIONS.THE DAILY REPORTS SHALL NOTE:SPECIAL INSPECTION OF RAILING SYSTEMS COMPOSED OF
<br /> REMAIN AT THE JOB SITE WITH THE CONTRACTOR FOR THE BUILDING OFFICIALS INSPECTOR.THE REPORTS NOTE:STRUCTURAL SHALL B SYSTEMS
<br /> GINSPECTION CONNECTING ELEMENTS PERFORM ❑ OBSERVE ® VERIFY APPROPRIATE PAYING SURFACE CONDITION AND
<br /> SHALL INCLUDE THE FOLLOWING. HOLE PREPARATION,IF SPECIFIED,MEET REQUIREMENTS.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSRECTION WAS PERFORMED.
<br /> OF WELDS AT THE BASE OF CANTILEVERED RAIL POSTS.
<br /> TESTING BY
<br /> b. DESCRIPTION OF THE INSPECTIONS,WITH LOCATIONS AND TESTS PERFORMED. PRE-INSTAU ATIDN VERIFICATION TESTING PERFORM ® OBSERVE ❑ INSTEALLATION PERSONNEL FOR FASTEDOCUMENT NER ASSEMBLIES
<br /> G LIST OFNOWCONFORMNGITEMS, WELDED CONNECTION-PRIOR TO WELDING (TABLE N5.4-1,AISC 360-10): AND METHODS USED.
<br /> VERIFY PROPER STORAGE OF BOLTS,BUTS,WASHERS,
<br /> d. HSTOFCHOW NON-CONFORMINGEMS WERE RESOLVEDFORMIN OR ISSUE. ANDOTHER FASTENER COMPONENTS.
<br /> e: LIST OB CHANGES OR CORRECTIONS TO NONCONFORMING ISSUES AUTHORIZED BY ITE/A INSPECTION ACTION INSTRUCTIONS PROPER STORAGE PERFORM ❑ OBSERVE
<br /> THE ENGINEER,ARCHITECT,OR BUILDING OFFICIAL'S INSPECTORS.
<br /> 6. THE INSPECTOR SHALL BRING NONCONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR,AND NOT ALL VERIFY WELDING PROCEDURES(WPS)AND PERFORM ® OBSERVE ❑ -NOT REWIRED IF MY SNUG-TIGHT JOINTS ARE SPECIFIED(PER SECTION N5.6(i)OF AISC 36(1.10)
<br /> SUCH ITEMS IN THE DAILY REPORT.IF ANY ITEM IS NOT RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED N CONSUMABLE CERTIFICATES
<br /> E
<br /> TWORK,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 MaTERIALIDENTPICATION PERFORM ❑ OBSERVE ® VORPVTYEANOGRADEOFMATERIAL. BOLTED CONNECTION-DURING BOLTING (TABLE N5.6-2,AISC 360-10):
<br /> BUILDING OFFICIAL ENGINEER OF RECORD,AND/OR OTHERS AS DESIGNATED.
<br /> & THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE BUILDING OFFICIAL STATING THAT ALL
<br /> ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR WELDER IDENTIFICATION PERFORM [I OBSERVE ® A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO ITEM INSPECTION ACTION INSTRUCTIONS
<br /> RESOLVED,AND ALL WORK REQUIRING 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(LE MISSED VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br /> INSPECTIONS.PERIODIC INSPECTIONS WHEN CONTINUOUS WAS REQUIRED,ETC)SHALL BE SPECIFICALLY ITEMIZED IN THE FASTENER ASSEMBLES PERFORM El OBSERVE ® CONDITION.PLACED IN ALL HOLES,AND WASHERS ARE
<br /> REPORT. FTTiP GROOVE WELDS PERFORM [I OBSERVE ® VERIFY JOINT PREPARATION.DIMENSIONS. POSITIONEDAS REQUIRED.
<br /> 9. SPECIAL INSPECTION AND TEST REQUIREMENTS FOR CERTAIN BUILDING ELEMENTS IMPLIED BY THE STATEMENTOF SPECIAL CLEANLINESS,TACKING.AND BACKING TYPE AND FIT.
<br /> O SNUG�TII
<br /> IRECORD'NSPECTIONS YET LISTED AS EXEMPT BY IBC IS PERMITTED TO BE WAIVED WITH WRITTEN APPROVAL FROM THE ENGINEER OF SNUGTIGHT PRIOR TO PRETENSK)NING PERFORM ❑ OBSERVE ® VERIFY
<br /> ITIOTHAT
<br /> JOINT ARE
<br /> EBROUGHTT OPERATION.
<br /> THIS STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THEENGINER OF RECORD WITH THE ACCESS HOLES PERFORM ❑ OBSERVE ® VERIFY CONFIGURATION AND FINISH.
<br /> UNDERSTANDING THAT THE BUILDING OFFICIAL WILL - VERIFY THAT FASTENER COMPONENT TURNED BY
<br /> FASTENER COMPONENT PERFORM ❑ OBSERVE ® WRENCH IS NOT PREVENTED FROM ROTATING.
<br /> a. RENEW AND APPROVE THE WAUFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE FITHP OF FILLET WELDS PERFORM ❑ OBSERVE ® VERIFY AUGNMENT.GAPS AT ROOT,aFANUNESS OF STEEL
<br /> INSPECTIONS. - SURFACES.AND TACK WELD QUALITY AND LOCATION. VERIFY THAT FASTENERS ARE PRETENSIONED IN
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TOASSUE THAT THE SPECIAL INSPECTORS PRETENSIONED FASTENERS PERFORM ❑ OBSERVE ® ACCORDANCE WITH RCSC SPECIFICATION.PROGRESSING
<br /> ARE QUALIFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL SYSTEMATICALLY FROM THE MOST RKIM PONT TOWARD
<br /> INSPECTION. THE FREE EDGES.
<br /> REVIEW SUBMITTED INSPECTION REPORTS. WELDED CONNECTION-DURING WELDING (TABLE N5.4-2,AISC 360-10):
<br /> d. PERFORM INSPECTIONS AS REWIRED BY THE LOCAL BUILDING CODE "NOT REWIRED IF ONLY SNUGTIGHT JOINTS ARE SPECIFIED(PER SECTION N501)OF AISC 360.10).
<br /> a• ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL -NOT REWIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARIONG,DIRECT-TDMON WDK;ATORS.OR
<br /> INSPECTION REPORT RAVE BEEN SUBMITTED AND ACCEPTED. ITEM INSPECTION ACTION INSTRUCTIONS TWIST-OFF TYPE TENSION CONTROL METHOD(PER SECTION N5.6(2)OF AISC 360.14
<br /> USE OF QUALIFIED WELDERS PERFORM ❑ OBSERVE ® VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. BOLTED CONNECTION-AFTER BOLTING (TABLE N5.6-3,AISC 360-10):
<br /> CONTROLANDHANOLINGOF PERFORM ❑ OBSERVE ® VERIFY PACKAGING AND EXPOSURE CONTROL REM INSPECTION ACTION INSTRUCTIONS
<br /> WELDING CONSUMABLES _..
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM ® OBSERVE ❑
<br /> CRACKED TACK WEIRS PERFORM ❑ OBSERVE ® VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED BOLTED CONNECTIONS
<br /> TACK WELDS.
<br /> OTHER STEEL INSPECTIONS(SECTION N5.7,AISC 360-10):
<br /> ENVIRONMENTAL CONDITIONS PERFORM ❑ OBSERVE ® VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS
<br /> PRECIPITATION AND TEMPERATURE
<br /> REM INSPECTION ACTION INSTRUCTIONS
<br /> VERIFY ffEMS SUCH AS SETTINGS ON WELDING EQUIPMENT.
<br /> WPS FOLLOWED PERFORM ❑ OBSERVE ® TRAVFLOW RATE,WELDING
<br /> REHEAAPTERIALS,SHIELDING
<br /> � STRUCTURAL STEEL DETAILS PERFORM ® OBSERVE ❑ ALLINSFA TED TO VD REEL OR STEEL FRAMESE WITH SHALL BETYPEDETAILS SHOWN
<br /> TEMPERATURE MAINTAINED AND PROPER POSITION. 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 ® WITHIN PROFILE LI ITTATIONS AILD WALTTY OF EACH PA$S, INSPECTOR SHALL BE W THE PREMISES DURING THE
<br /> ANCHOR RODS AND OTHER PERFORM ® OBSERVE ❑ PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
<br /> EMSEDMENTS SUPPORTING SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH
<br /> STRUCTURAL STEEL 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 /> ITEM,AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO
<br /> PLACEMENT OF CONCRETE
<br /> ITEM INSPECTION ACTION NSTRUCTINS
<br /> WELDS CLEANED PERFORM ❑ OBSERVE ® VERIFY THAT WELDS HAVE BEEN PROPERLY aMED NONDESTRUCTIVE TESTING(NDT)OF WELDED JOINTS (TABLE N5.4-3,AISC 360-10):
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> PERFORM X OBSERVE ❑ I ULTRASONICTESTNGSHALLBE PERFORMED ON 100%OF CJP
<br /> SIZE.LENGTH,AND LOCATION OF WELDS COMPLETE-JOINT-PENETRATION(CJP)GROOVE PERFORM ® OBSERVE ❑ GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION
<br /> WELDS IN MATERIALS 5164NCH THICK OR LOADING IN BUTT,TEE,AND CORNER JOINTS FOR STRUCTURES
<br /> ACCEPTANCE CRITERIA TO CONSIDER INCLUDES CRACK - GREATER IN RISK CATEGORY III OR N.10%N RISK CATEGORY II,AND O%IN
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM ® OBSERVE ❑ PROHIBITION.WEUDSASE4AETAL FUSION.CRATER CROSS RISK CATEGORY L TESTING RATE MUST BE INCREASED PER
<br /> SECTION,WELD PROFILES AND SIZE.UNDERCUT,AND POROSITY. SECTION NSSF IF 5%OR MORE WELDS TESTED HAVE
<br /> UNACCEPTABLE DEFECTS.THE RATE IS PERMITTED TO BE
<br /> ARC STRIKES PERFORM ® OBSERVE ❑ REDUCED PER SECTION N5,5E
<br /> ACCESS HOLES(FLANGE>7) PERFORM ® OBSERVE ❑ TESTED PER AISC 360-ID-SC.
<br /> KMEA PERFORM ® OBSERVE 1:1
<br /> WELDED JOINTS SUBJECT TO FATIGUE PERFORM ® OBSERVE ❑ PERAISC-1—
<br /> BACKING 8 WELD TABS REMOVED PERFORM ® OBSERVE 11HEPAR ACTIVITIES PERFORM ® OBSERVE BRPH
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF ERFORM ® OBSERVE ❑ CITY
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