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STATEMENT OF SPECIAL INSPECTIONS -GENERAL NOTES:
STRUCTURAL OBSERVATIONS ARE REpUIRED FOR SEISMIC RESISTANCE AND WIND REQUIREMENTS
STRUCTURAL OBSERVATIONS ARE THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED
DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT
SIGNIFICANT CONSTRl1CTION STAGES AND AT COMPLETION OFTHE STRl1CTl1RAL SYSTEM.
SPECIAL MSPECTION AS SPECIFIED IS REOWRED OF THE MATERIALS, MSTALLATION, FABRICATION, ERECTION OR
PLACEMENT OF COMPONENTS AND CONNECTIONS REpUIRMG SPECIAL EXPERTISE TO ENSURE COMPLIANCE W ITH
APPROVEDCONSTRUCTION DOCUMENTSANDREFERENCEDSTANDARDS.SPECWLINSPECTORSSHALLMEETTHE
MINIMUM pUALIFICATIONS OF MTERNATIONAL BUILDING CODE 2015 SECTION 1]042.1. CERTIFICATION IN
ACCORDANCE W ITH THE INTERNATIONAL CODE COUNCICS NATIONAL CERTIFICATION PROGRAM FOR SPECIAL
INSPECTION pUALIFlES AS HAVING MET THE REpUIREMENTS OF THE INTERNATIONAL BUILDING CODE 2015, SECTION
1]042.1.
EACH CONTRACTOR RESPONSBLE FOR THE CONSTRl1CTION OF A MAIN W IND- OR SEISMIGFORCE-RESISTING
SVSTEM, DESIGNATED SEISMIC SVSTEM OR A WIND-OR SEISMIC-RESISTMG COMPONENT LISTED IN THE
STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A W RITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING
OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SVSTEM OR COMPONENT. THE CONTRACTOR'S
STATEMENT OF RES PONSIBILITV SHALL CONTAIN THE FOLLOW MG
1. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REpl11REMENTS CONTAINED IN THE STATEMENT
OF SPECIAL INSPECTIONS;
2. ACKNOW LEDGEMENT THAT CONTROL W ILL BE EXERCISED TO OBTAIN CONFORMANCE W ITH THE
CONSTRl1CTION DOCl1MENTS APPROVED BV THE ENGINEER OF RECORD;
3. PROCEDURES FOR EXERCISMG CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND
FRE�UENCY OF REPORTMG AND THE DISTRIBUTION OF THE REPORTS; AND
4. IDENTIFICATION AND pUALIFICATIONS OF THE PERSON(S) EXERCISMG SUCH CONTROL AND THEIR
POSITION(S) IN THE ORGANIZATION.
BUILDMG FRAME SYSTEMS: BRACED FRAMES
VERIFYTHAT ALL DRAG STRUTS, COLLECTORS, HOLD DOWNS, AND OTHER ELEMENTS OF THE SEISMIC FORCE
RESISTMG SYSTEMS ARE AS INDICATED ON THE DRAW M GS.
VERIFlCATION AND INSPECTION
MATERIAL VERIFlCATION OF COLPFORMED STEEL DECK:
- CONFORMS TO �UALITY ASSU RANCE INSPECTION
REpl11REMENTS OF SDI pNpC
WSPECTION OF WELDING:
-COLD-FORMEDSTEELDECK:
- CONFORMS TO �UALITV ASSURANCE
INSPECTION REpUIREMENTS OF SDI pAlpC
- REINFORCMG STEEL
- VERIFlCATION OF W ELDABILITY OF
REINFORCING STEEL OTH ER THAN
ASTM A106.
- INSPECT PER AWS D1.4 SINGLEPASS
FlLLET W ELDS 5/16" MAXIMU M
- MS PECT ALL OTHER W ELDS PER AW S D1.4
- REMFORCMG STEEL RESISTMG REXURAL
AND AXIAL FORCES IN INTERMEDIATE AND
SPECIAL MOMENT FRAMES, AND BOUNDARV
ELEMENTS OF SPECIAL STRUCTURAL WALLS
OF CONCRETE AND SHEAR REINFORCEM ENT.
-SHEARREWFORCEMENT.
- OTHER REWFORCING STEEL.
REp W RED
CONTINUOUS PERIODIC � -
YES NO
X X
X X
X X
X X
X X
X X
X X
X X
THE SPECIAL INSPECTOR SHALL INSPECT THE COLD-FORMED STEEL LIGHT-FRAME MEMBERS TO ASCERTAIN
WHETHERTHEYCONFORMTOTHEGRADEANDSRESPECIFlEDONTHEAPPROVEDBUILDINGPLANS. PERIODIC
SPECIAL INSPECTION IS REpUIRED DURMG WELDMG OPERATIONS OF ELEMENTS OF THE SEISMIC OR W IND LATERAL
FORCERESISTMG SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR SCREW ATTACHMENT, BOLTMG,
ANCHORING AND OTHER FASTENING OF COMPONENTS W ITHIN THE SEISMIC FORCERESISTING SVSTEM, INCLUDING
SHEAR WALL,S BRACES, DIAPHRAGMS, COLLECTORS (DRAG STRUTS)AND HOLD-DOWNS.
REQUIREO VERIFICATION ANO INSPECTION OF ARCHITECTURAL. MECHANICAL
ANO ELECTRICAL COMPONENTS:
REpUIRE�
VERIFICATIONANDINSPECTION CONTINUOUS PERIODIC
VES NO
VERIFYTHE FASTENING OF EXTERIOR CLADDING. X X
VERIFYTHEERECTIONANDATTACHMENTOFINTERIORAND X X
EXTERIOR NONBEARING WALLS.
VERIFV THE ERECTION AND FASTENING OF INTERIOR AND X X
EXTERIOR VENEER.
VERIFVTHEANCHORAGEOFELECTRICALEpUIPMENTFOR X X
EMERGENCY OR STANDBY POW ER SYSTEMS.
VERIFVTHEANCHORAGEOFOTHERELECTRICALEpUIPMENT. X X
VERIFV THE INSTALLATION OF PIPING SVSTEMS INTENDED
TOCARRVFLAMMAeLE,COMBUSTIBLEORHIGHLYTOXIC X X
CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS.
VERIFVTHEWSTALLATIONOFHVACDl1CTWORKTHATWILL X X
CONTAIN HAZARDOUS MATERIALS.
VERIFV THE INSTALLATION OF VIBRATION ISOLATION
SVSTEMS WHERE THE CONSTRl1CTION DOCIIMENTS
REpUIREANOMINALQEARANCEOF1l41NCHESORLE55 X X
BETW EEN THE EpUIPMENT SUPPORT FRAME AND
RESTRAINT.
VERIFYTHEINSTALLATIONOFCOMPONENTSREpUIRINGSPECIALINSPECTIONSPEROTHER x
PARTS OF THE STATEMENT OF SPECIAL INSPECTION.
VERIFYTHESEISMICpl1ALIFICATIONOFMECHANICALANDELECTRICALEpl11PMENT. ALL
MECHANICALANDELECTRICALEpUIPMENTMUSTHAVETHEIRSEISMIC�UALIFICATION X
VERIFIED.
REQUIRED
VERIFlCATIONANDINSPECTION CONTINUOUS PERIODIC� -
VES NO
INSPECTION OF REINFORCMG STEEL X X
INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE W ITH TABLE "REpUIRED VERIFICATION
AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL".
INSPECTION OF ANCHORS CAST IN CONCRETE. X X
INSPECTION OF ADHESNE ANCHORS INSTALLED IN X X
HORIZONTALLV OR UPWARDLV INCLINED ORIENTATIONS
INSPECTIONSOFOTHERMECHANICALORADHESIVEANCHORS X X
VERIFYING USE OF REQUIRED DESIGN MIX. X X
AT THE TIME FRESH CONCRETE IS SAM PLED TO FABRICATE
SPECIMENS FOR STRENGTH TEST, PERFORM SWMPAND AIR X X
CONTENT TESTS, AND DETERMME THE TEMPERATURE OF THE
CONCRETE.
SAMPLES FOR STRENGTH TESTS OF EACH CLA55 OF CONCRETE PLACED EACH DAY SHALL 8E TAKEN
NOTLESSTHAN:
- ONCE A DAV.
- ONCE FOR EACH 50 CU81C YARDS.
- ONCE FOR EACH 2O00 S�UARE FEET OF SURFACE AREA FOR SLABS AND WALLS.
INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X X
PROPER APPLICATION TECHNIpU ES.
INSPECTION FOR MAMTENANCE OF SPEGFlED CURING X X
TEMPERATURE AND TECHNI�UES.
VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR
TOREMOVALOFSHORESANDFORMSFROMBEAMSAND X x
STRl1CTl1RAL SLABS.
INSPECT FORMWORK FOR SHAPE, LOCATION AND X X
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE �UALITY ASSURANCE
INSPECTION REpUIREMENTS OF AISC 360-1Q SECTION N.
SPECIAL INSPECTION FOR STRUCTURAL STEEL FOR SEISMIC FORCERESISTING SYSTEMS SHALL BE IN ACCORDANCE
WITH THE pUALITYASSURANCE REpUIREMENTS OF AISC 341-10, SECTION J IN ADDITION TO THE REpUIREMENTS OF
AISC 360-10, SECTION N.
SUMMARV OF AISC 360-10 SECTIONS N5:
THIS IS A SUMMARY PROVIDED FOR CONVENIENCE ONLY AND SHALL NOT RELIEVE THE CONTRACTOR OR INSPECTOR
OF ANV REpUIREMENTS OF AISC 360-10'.
OBSERVE (0): THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED
NOT BE DELAVED PENDING OBSERVATIONS.
PERFORM (P): THESE INSPECTIONS SHALL BE PERFORMED PRIOR TOTHE FlNAL ACCEPTANCE OF THE ITEM.
AISC 360-10 SECTION N5-MINIMUM REQUIREMENTS FOR INSPECTION OF STRUCTURAL STEEL BUILDINGS:
AISC 360-10 TABLE N5.4-1:
INS PECTION TASKS PRIOR TO W ELDMG
W ELD W G PROCEDURE SPECIFICATIONS (W PSs) AVAILABLE
MANUFACTURER CERTIFlCATIONS FOR WELDING CONSUMABLES AVAILABLE
MATERIAL I�ENTIFICATION (TYPE/GRA�E)
WELDER IDENTIFICATION SYSTEM
FlT-UP OF GROOVE WELDS QNCLUDMG JOINT GWMETRY):
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)
- CLFANLMESS (CONDITION OF STEEL SU RFACES)
- TACKING (TACK W ELD pUALITY AND LOCATION)
- BACKMG TVPE AND FIT QF APPLICABLE)
CONFlGURATION AND FlNISH OF ACCE55 HOLES
FlLl1P OF FlLLET WELDS
- DIM ENSIONS (ALIGNMENT, GAPS AT ROOT)
- CLEANLMESS (CONDfrION OF STEEL SU RFACES)
- TACKING (TACK W ELD pl1ALITY AND LOCATION)
CHECK WELDMG EQUIPMENT
AISC 360-10 TABLE N5.4-2:
MSPECTION TASKS DURING WELDING
USE OF pUALIFIED W ELDERS
CONTROLAND HANDLING OF WELDING CONSl1MABLES
-PACKAGING
-EXPOSURECONTROL
NO WELDING OVER CRACKEDTACKS
ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHM LIMITS
- PRECIPITATION AND TEMPERATURE
W PS FOLLOW ED
- SETTMGS ON WELDMG E�UIPMENT
-TRAVELSPEED
- SELECTED W ELDING MATERIALS
- SHIELDMG GAS TVPE/FLOW RATE
- PREH EAT APPLIED
- INTERPASS TEMPERATURE MAINTAINED (MINIMAX)
- PROPER POSITION (F, V, H, OH)
WELDMG TECHNI�UES
- INTERPASS AND FlNAL CLFANING
- EACH PASS WITHIN PROFILE LIMITATIONS
- EACH PASS MEETS QUALITY REQUIREMENTS
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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AISC 360-10 TABLE N5.43:
MSPECTIONTASKSAFTERWELDING �� �A
WELDSCLFANED O O
S2E, LENGTH, AND LOCATION OF WELDS P P
WELDS MEET VISUALACCEPTANCE CRITERIA
- CRACK PROHIBITION
- W ELD/BASE-METAL FUSION
-CRATERCROSSSECTION P P
- W ELD PROFlLES AND SRE
UNDERCUT
POROSITY
ARC STRIKES P P
k-AREA (W HEN W ELDING OF DOU BLER PLATES, CONTINU frY PLATES OR
STIFFENERS HAVE BEEN PERFORMED IN THE k-ARFA, VISUALLV INSPECTTHE WEB P P
k-AREA FOR CRACKS W ITHIN 3 INC HES OF THE W ELD).
BACKINGREMOVEDANDWELDTABSREMOVEDQFREQUIRED) P P
REPAIRACTIVITIES P P
DOCl1MENTACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P
NDT OF WELDED JOINTS:
CJP GROOVE WELD NDT
FOR STRUCTURES IN RISKCATEGORY III OR IV, ULTRASONIC TESTING (UT) SHALL BE PERFORMED BYpA ON
ALL CJP GROOVE W ELDS SU BJECT TO TRANSVERSELY APPLIED TENSION LOADMG IN BUTT, T- AND CORN ER
JOINTS, IN MATERIALS SI161NCH THICK OR GREATER FOR STRUCTURES IN RISK CATEGORV II, UT SHALL BE
PERFORMED BY pA ON 10 o OF GP GROOVE W ELDS IN BUTT, T- AN D CORNER JO MTS SU BJECT TO
TRANSV ERSELY APPLIED TENSION LOADING, IN MATERIALS 5/i 6 1NCH TH ICK OR GREATER.
ACCESS HOLE NDT
THERMALLY CUT SURFACES OF ACCE55 HOLES SHALL BE TESTED BY QA USING MAGNETIC PARTIQE TESTING
(MT) OR PENETRANT TESTING (PT�, WHEN THE FLANGE THICKNESS EXCEEDS 21NCHES FOR ROLLED SHAPES,
OR W HEN THE W EB THICKNESS EXCEEDS 21NCHES FOR BWLT-l1P SHAPES. ANY CRACK SHALL BE DEEMED
UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION.
W ELDED JOMTS Sl1BJECTED TO FATIGl1E
CJP WELDED JOINTS REpUIRE WELD SOUNDNESS TO BE ESTABLISHED BV RADIOGRAPHIC OR UTAS REpUIRED
BY AISC 36040, APPENDIX 3, TABLE A3.1.
INCREASE IN RATE OF UT
WHERE THE INITIAL RATE OF UT IS 10 0, THE NDT RATE FOR AN INDNIDUAL WELDER OR WELDING OPERATOR
SHALL BE INCREASED TO 1 �� % SHOII LD THE REJECT RATE, EXCEEDS 5% OF THE W ELDS TESTED FOR TH E
W ELDER OR W ELDWG OPERATOR. A SAMPLMG OF 20 COMPLETED WELDS FOR A JOB SHALL BE MADE PRIOR
TO IMPLEMENTMG SUCH AN INCREASE FOR CONTINUOUS WELDS OVER 3 FEET, EACH 121NCH INCREMENT
SHALL BE CONSIDERED AS ONE WELD.
AISC 360-10 TABLE N5.6-1:
INSPECTION TASKS PRIOR TO BOLTMG
MANl1FACTl1RER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS
FASTENERS MARKED IN ACCORDANCE WITH ASTM REpUIREMENTS
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, IF
THREADSARE TO BE EXCLUDED FROM SHFAR PLANE)
PROPER BOLTMG PROCEDURE SELECTED FOR THE JOINT DETAIL
CONNECTMG ELEMENTS, INCLUDMG THEAPPROPRIATE FAYMG SURFACE CONDITION AND
HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REpU IREMENTS
PREINSTALLATION VERIFlCATION TESTING 8Y INSTALLATION PERSONNEL 08SERVED AND
DOCU MENTED FOR FASTENER ASSEMBLIES AND METHODS USED
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER
COMPONENTS
AISC 360-10 TABLE N5.6-2:
INSPECTION TASKS DURMG BOLTMG
FASTENER ASSEMBLIES, OF SU ITABLE CONDITION, PLACED IN ALL HOLES AND
WASHER QF REpUIRED) ARE POSITIONED AS REpUIRED
JOINT BROl1GHT TO THE SNl1G-TIGHT CONDITION PRIOR TO THE PRETENSIONING
OPERATION
FASTENER COM PONENT NOT TU RNED BY THE W RENCH PREVENTED FROM ROTATMG
FASTENERS ARE PRETENSIONED IN ACCORDANCE W ITH THE RESEARCH COUNQL ON
STRUCTURAL CONNECTIONS, SPECIFlCATION FOR STRUCTURAL JOINTS USING HIGH-
STRENGTH BOLTS, PROGRESSMG SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARD THE FREE EDGES
AISC 360-10. TABLE N5.63:
INSPECTION TASKS AFTER BOLTMG
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS
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February 1, 2019 - ISSUE FOR PERMIT
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Proi. No.: 077392
Date: 02I01119
Sheet Name:
SPECIALINSPECTION
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`�.Issuances: