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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)CON'T
<br /> 1. THE OWNERSECTIO 1704.2REANNDEPENDENTTESNMGMSDINGCOAGENCYTOPERFORMREQUIREDSPEQALINSPECfIONSINA�ORDANCEINDICATED'CONTINUW50RUNDERCOLUMNS'INSPREOUIRING SPECIAL ECCTION ARE TIONACTOWAS'PERFORM'OR'OBSERVE'IFIED UNDER COLUMNS NOBOXS CHECKED.EITHER NCY OF INSPECTION' TIETAASKDOES BOLTED CONNECTION-PRIOR TO BOLTING (TABLE N5.4-3,AISC 360-10):
<br /> W OR
<br /> WITH SECTION 770120E THE 20151NTERNATIONAL BUILDING CODE(IBC). NOT EXIST OR DOES NOT REQUIRE
<br /> 2. THE STATEMENT OF SPECIAL INSPECTIONS HEREIN IS FULFILLMENT OF THE REQUIREMENTS OF 201518C SECTIONS 1701 AND 1705. ANY SPECIAL INSPECTION.
<br /> r 3. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND ITEM INSPECTION ACTION INSTRUCTIONS
<br /> SPECIFICATIONS,THIS STATEMENT.IBC 2015 CHAPTER 17 AND ITS REFERENCED STANDARDS.
<br /> L, THE SPECIAL INSPECTOR SK41 OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION APPROVED PLANS, SPECIAL CASES(IBC 1705.1.1). CERTIFICATIONS OF FASTENERS PERFORM ® OBSERVE ❑
<br /> SPECIFICATIONS,AND APPLICABLE PROVISIONS OF THE IBC.THE ARCHTIECT?ENGINEER'S REVIEWED SHOP DRAWINGS.
<br /> AND'OR PLACEMENT DRAWINGS,MAY BE USED ONLY AS AN AID TO SPECIAL INSPECTIONS.THE DEFINITIONS FOR ACTIONS
<br /> OR FREQUENCIES OF INSPECTIONS AREAS FOLLOWS: .
<br /> a 'CONTINUOUS',FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED REAR FREQUENCY OF INSPECTION INSTRUCTIONS FASTENERS MARKED PERFORM ❑ OBSERVE N VERIFY THAT FASTENERS HAVE SEEN MARKED IN ACCORDANCE
<br /> SPECIAL INSPECTOR WHO5 PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. WITH ASTM REOUIREMENTS.
<br /> b. RERIOOIC'.INTERNI TENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED MATERIAL ALTERNATIVES OR UNUSUAL
<br /> CONTINUOUS ® PERIODIC ❑ PER SIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR REPIXtT
<br /> DESIGN APPLICATIONS VERIFY GRADE,TYPE.AND SOLT LENGTH F THREADS SPECIAL COMPLETION FTORWHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE FROM AN ACCEPTED ACCREDRATKRJ AGENCY ILE.ICGES). PROPER FASTENERS FOR JOINT PERFORM ❑ OBSERVE ® ARE EXCLUDED FROM THE SHEAR PLANE.COMPLETION ON THE WORK
<br /> c 'OBSERVE'THESE ITEMS ON A RANDOM BASIS(AISC).OPERATIONS NEED NOT BE DELAYED
<br /> PENDING THESE INSPECTIONS. PROPER BOLTING PROCEDURE PERFORM ❑ OBSERVE N VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL.
<br /> E. 'PERFORM'THESE TASKS FOR EACH OLTEDCONNECTION.WELDED JOINT.ORMEMBER(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 NOTE SPECIAL INSPECTION OF BALLING SYSTEMS COMPOSED OF VERIFY APPROPRIATE PAYING SURFACE CONDITION AND
<br /> SHALL INCLUDE THE FOLLOWING.
<br /> REMAIN E JOB SITE WITH THE CONTRACTOR FOR THE BUILDING OFFICIALS INSPECTOR THE REPORTS STRUCTURAL STEEL ELEMENTS SHALL BE LIMITED TO WELDING INSPECTION CONNECTING ELEMENTS PERFORM ❑ OBSERVE ® HOLE PREPARATION,IF SPECIFIED.MEET REQUIREMENTS.
<br /> a NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED.
<br /> OF WELDS AT THE BASE OF CANTILEVERED RAIL POSTS.
<br /> ERVE ANDVERlFlCKnON TESTING By
<br /> b. DESCRIPTION OF THE INSPECTIONS.WITH LOCATIONS AND TESTS PERFORMED. PREINSTALLATION VERIFICATION TESTING PERFORM ® OBSERVE ❑ INOSTALLAATINP RERSSON'NEEL FOR FASTENER ASSEMBLIES
<br /> c
<br /> LIST OFNON-CONFORMNOITEMS. WELDED CONNECTION-PRIOR TO WELDING (TABLE N5.4-1,AISC 360-10): AND METHODS USED.
<br /> d HOW NON-CONFORMING ITEMS WERE RESOLVED ORVERIFY PROPER STORAGE ON BOLTS.BUTS,WASHERS.
<br /> e• UST OF CHANGES OR CORRECTIONS TO NON�CONFORAOLRMINGNG ISSUES AUTHORIZED BY ITEMOLVED. INSPECTION ACTION INSTRUCTIONS PROPER STORAGE PERFORM ElOBSERVE ® AND OTHER FASTENER COMPONENTS
<br /> THE ENGINEER ARCHITECT,OR BUILDING OFFICIALS INSPECTORS.
<br /> 6. THE INSPECTOR SHALL BRING NDN-CONFDRMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR.AND NOTE All VERIFY WELDING PROCEDURES(WPS)AND PERFORM ® OBSERVE ❑ ^NOT REWIRED IF ONLY SNU6TOHT JOINTS ARE SPECIFIED(PER SECTION N5.6(7)OF AISC 360.70)
<br /> SUCH ITEMS IN THE DAILY REPORT.IF ANY ITEM IS NOT RESOLVED INA TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN CONSUMABLE CERTIFICATES
<br /> THE WORK THE SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER ON RECORD,
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND INSPECTIONS PERFORMED DIRECTLY TO THE MATERI+YAENnFCATION PERFORM ❑ OBSERVE ® VERIFY TYPE ANDGRADEONMATERIAL BOLTED CONNECTION-DURING BOLTING (TABLE N5.6-2,AISC 360-10):
<br /> BUILDING OFFICIAL,ENGINEER OF RECORD,ANID'OR OTHERS AS DESDIATED.
<br /> 8. 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 4'r RE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR ITEM INSPECTION ACTION INSTRUCTIONS �
<br /> RESOLVED.AND ALL WORK REQUIRING SPECIAL INSPECTIGNSIS IN CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS WELDER�NTIFICATON PERFORM ❑ OBSERVE ® ASYSTEM SHALL BE MAINTAINED BY WHICHAWELOER WHO
<br /> AND SPECIITCATONS AND APPLICABLE CODES.ANY ITEMS UNRESOLVED OR DISCREPANCIES IN COVERAGE OLE MISSED HAS WELDED A JOINT OR MEMBER CAN BE ENTIFIED.
<br /> INSPECTIONS.PERIODIC INSPECTIONS WHEN CONTINUOUS WAS REQUIRED,ETC)SHALL BE SPECIFICALLY ITEMIZED N THE FASTENER ASSEMBLIES PERFORM ❑ OBSERVE ® VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br /> CONDITION PLACED IN ALL HOLES.AND WASHERS ARE
<br /> REPORT. FTr-UP GROOVE WELDS PERFORM ❑ OBSERVE N VERIFY JOINT PREPARATION.DIMENSIONS. POSITIONED AS REWIRED.
<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 PERMUTED TO BE WAIVED WITH WRITTEN APPROVAL FROM THE ENGINEER OF - SNUG-TIGHT PRIOR TO PRETENSKNING PERFORM ❑ OBSERVE ® THATJOLNTS ARE BRWGHT TO SNUGTIGHT
<br /> RECORD. ACCESS HOLES PERFORM ❑ .OBSERVE VERIFY CONFIGURATION AND FINISH. CONDTITON PRIOR TO PRETENSIONNG OPERATKN.
<br /> 10. THIS STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER OF RECORD WITH THE
<br /> CIVERIFY THAT FASTENER COMPONENTTURNED
<br /> UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: BY
<br /> FASTENER COMPONENT PERFORM ❑ OBSERVE ® WRENCH IS NOT PREVENTED FREIE ROTATING.
<br /> a REVIEW AND APPROVE THE WALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORMTHE
<br /> INSPECTIONS Fn-UP OF FILLET WELDS PERFORM El OBSERVE VERIFY ALIGNMENT.GAPS AT ROOT.CLEANLINESS OF STEEL
<br /> SURFACES,AND TACK WELD OUALItt AND LOCATION. VERIFY THAT FASTENERS ARE PRETENSIONED IN
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS PRETENSIONED FASTENERS PERFORM ❑ OBSERVE ® ACCORDANCE WITHIM SPECIFICATION,PROGRESSING
<br /> ARE QUALIFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL SYSTEMATICALLY FROM THE MOST RIGID PONT TOWARD
<br /> INSPECTION.
<br /> THE FREE EDGES
<br /> c REVIEW SUBMITTED INSPECTION REPORTS. WELDED CONNECTION-DURING WELDING (TABLE N5.4-2,AISC 360-10):
<br /> NOT REWIRED F ONLY SNUG JOINTS ARE SPECIFIED(PER SECTION N5.6(1)OF AISC 360.70L
<br /> 6 PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> a ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL ITEM INSPECTION ACTION INSTRUCTIONS "NOT REQUIRED -N
<br /> IRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING,DIRECT-TENSIONDICATORS.OR
<br /> INSPECTION REPORT HAVE BEEN SUBMITTED AND ACCEPTED. - TWIST-OFF TYPE TENSION CONTROL METHOD(PER SECTION 45.6(2)OF AISC 310).
<br /> USE OF QUALIFIED WELDERS PERFORM ❑ OBSERVE ® VERIFY THAT WELDEnMEAPPROPRIATELYWAUFTED. 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 /> BOLTED CONNECTIONS
<br /> CRACKED TACK WELDSPERFORM ❑ OBSERVE ® VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED
<br /> TACK WELDS
<br /> OTHER STEEL INSPECTIONS(SECTION N5.7,AISC 360-10):
<br /> ENVIRONMENTAL CONDITIONS PERFORM ❑ OBSERVE ® VERIFYWIND TATION AND
<br /> ISMPERAT RE. AS WELL AS
<br /> PRECIPITATION AND TEMPERATURE. "
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> VERIFY ITEMS SUCH AS SETnNGS ON
<br /> WPS FOLLOWED PERFORM ❑ OBSERVE ® TRAVEL SPEED,WELDING
<br /> MATERIALS.
<br /> SHIELDING EQUIPMENT.
<br /> ELDING GASTRUCTURAL STEEL DETAILS PERFORM ® OBSERVE ❑ ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE
<br /> TYPEIFLOW RATE,REHEAT APPLIED.INTERPASS INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILSSHOWN
<br /> TEMPERATURE MAINTAINED AND PROPER POSITION. N CONSTRUGTIDN DOCUMENTS,SUCH AS BRACES.
<br /> STIFFENERS,MEMBER LOCATIONS,AND PROPER APPLICATION
<br /> INTERI AND FINAL—IG,EACH—11 OF JOINT DETAILS AT EACH CONNECTION.
<br /> WELDING TECHNIQUES PERFORM El OBSERVE ® �BNj PROFILE LIMITATIONS.AND QUNALITY 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 /> EMBEOMENTS 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 EMBEDDEDITEM,AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO
<br /> PLACEMENT OF CONCRETE.
<br /> ITEMINSPECTION ACTON INSTRUCTIONS
<br /> WELDS CLEANED PERFORM ❑ OBSERVE ® VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED NONDESTRUCTIVE TESTING(NDT)OF WELDED JOINTS (TABLE N5.4-3,AISC 360-10):
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> PERFORM N OBSERVE ❑ ULTRASONIC TESTING SHALL BE PERFORMED ON IDD%OF CJP
<br /> SIZE LENGTH,AND LOCATION OF WELDS COMPLETE.IOINT-PENETRATION(CJP)GROOVE PERFORM N OBSERVE ❑ GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION
<br /> WELDS N MATERIALS 6116INCH THICK OR LOADING N BUTT.TEE.AND CORNER JOINTS FOR STRUCTURES
<br /> - ACCEPTANCE CRITERIA TO CONSIDER INCLUDES CRACK GREATER IN RISK CATEGORY III OR N.1D%IN RISK CATEGORY II,AND 0%IN
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM N OBSERVE El PROHIBITION,WELASE-METAL FUSION CRATER CROSS RISK CATEGORY I.TESTING RATE MUST BE INCREASED PER
<br /> SECTION.WELD PROFILES AND SIZE.UNDERCUT,AND POROSITY. SECTION N5.5F IF 5%OR MORE WELDS TESTED HAVE
<br /> UNACCEPTABLE DEFECTS.THE RATE IS PERMITTED TO BE
<br /> �
<br /> ASTRIKEB PERFORM Z OBSERVE ElEDUCED PER SECTION N5.SE.
<br /> ACCESS HOLES(FLANGE-T PERFORM ® OBSERVE ❑ TESTED PER AISC36D•10-5C.
<br /> KAREA PERFORM N OBSERVE ❑
<br /> BACKING a WELD TABS REMOVED PERFORM N OBSERVE ❑ WELDED JOINTS SUBJECTTO FATIGUE PERFORM N OBSERVE ❑ PER AISC 36670,51).
<br /> REPAIR ACTIVITIES PERFORM N OBSERVE ❑ REVIEWED
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