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<br /> � 1_ SPEClAL INSPEETIUt�S SHALL C�NFORM TO CHAPTEf� �7 OF THE INTERNATtC3f�lAL
<br /> I[�SPECTI�N I NSPE"CT14N BUEI�DING CODE (tBC}_ REFER TO TABLES 1 AND 2 FGR SP�CIAL (NSPECTlON AND
<br /> SYSTEM c�r MATERIAL REMARKS SYSTEM or MATEftIAL FREQUENCY NOTE 8 FtEMARKS TABLES 3 AND 4 FOR TESTING REQU(REMENTS. .
<br /> lE3C C�DE CQDE or STANDARfl �REQUENCY{NCJTE 6� IBC CUDE CODE ar STANDARD � �
<br /> RE�ERENCE REFERENCE CONTif�UfJUS PERlOD1C REFERENCE REFERENCE OBSERVE PERFORM 2_ REFERENCE CC}DES AND STANDARDS ARE AS FOLL�WS:
<br /> �
<br /> FABRICATION STEE� {CONT) csc - �a�2 ¢
<br /> ACi - 318-11 �
<br /> WHERE FABR[CATt�N OF STRUCTURAL INSPECTI(JN TASKS AFTER WELD4NG: AWS - GURRENT EDITfON m
<br /> LOAD-BEARING IVIEfUlBERS AN�ASSEMBLfES !S QEING
<br /> PERFORMED ON THE PREMISES C1F A FABRICATOR'S WELDS�LEANECI A1SC 360:TB N5.4-3 X ASTM - CURRENT EDITi�N �
<br /> � AISC - 360-10 �
<br /> SHl'�P, SPECIAL [NSPECTfON O�THE FABRIC/�#TED
<br /> INSPEGTI�N tN �ABRlCATfON SHC�P 17042.5 - 341-1�
<br /> , ITEMS SHALL SE AS REQl1iR�D F3Y�ABLE 2 AND AS SIZE, LENGTH A�t�D LQCATi�N O�WELDS AtSC 360_TB N5_4-3 X �
<br /> REQUIREQ ELSEWHERE fN THE STATEMENT OF RCSC - 2009 �,.; � ,
<br /> SPEClAL INSPECTfONS. REFERENGE SEGTI(JN WELpS NfEET VISUAL ACCERTANCE CRITERlA: ' TMS - 402-1'[, 602-1'[ tO �
<br /> '}7042.52 F�R APPROVED FABRICATOR EXGEPTlON_ CRACK PRONIBlTlOIV, WELDlBASE-METAL FUSION,
<br /> CRATER CROSS SECTI�N,INELD PROFILES, WELD A{SC 360_ TB N5.4-3 X 3, SPECIAL lNSPECTtONS RN�ASSOCIATED TESTiNG SHALL BE PERFORMED BY AN
<br /> COI�CRET� SIZE, UNDERCUT, POFZt?S1TY APPROVED ACGREt7ITED INDEFENDENT AGENCY MEETING THE REQUlREMENTS
<br /> TB 1705_3(1) ACI 318 1_3.2 OF ASTM E329{MATERiALS),ASTM D3740 (SO1LS},ASTM C1077 {CONGRETE), ASTM �
<br /> WSF'ECTION OF REINFORCING STEEL, 1NGLU�ING TOLERANCE ANC3 REINF�RCII�IG PLACEMEP�T PER ARC STRIKE� '[705.� AISC 360: TB N5.4-3 X A880 (STEEL),AND ASTM E543(NON-DESTftUCTtVE). THE INSPECTfON AND O
<br /> 17�5.3 AC13'18 3.5 X �
<br /> PRESTRES�tNG TEf�iDONS,AND PLACEMENT. �g1f1.4 AG! 318 7.1-7.7 ACI 318 7_5 TESTING AGENCY SHALL �URNISH TO THE[STRUCTURAL] {ENGINEER] � o
<br /> K-ARE� AiSC 360:TB N5.4-3 X [ARGHITECT)A COPY OF THElR SCOPE OF ACGREQITAT{ON_ SPECiAL � �
<br /> TB 17052.2 AVyiS f�1.4 INSPECTC�RS SHALL BE CERTIF(ED BY THE BUfLDlNG OF�iC1AL. tiVELD1I�G Q �
<br /> OTHER REINFORCING STEEL (2.b_4� AC1318 3_5.2 x SACKIE�G REMOVE[3 AND WELa TABS REMOVED (iF INSPECTORS SHALL BE C�llAL[FlED PER SECTION 6.9.4_1_1 OF AWS D1.1. jWA80]
<br /> f REQUIFZED} AISC 360_TB N5.4-3 X
<br /> INSPECTIQN OF ANCHORS POS7-INSTALLEQ (N 4. THE SPECIAL INSPECTflR SHALL OBSERVE THE)ND(CATED WURK FE3R
<br /> NARC7ENED GONCRETE MEMBERS: REPAfR ACTIVITlES AISC 364: TB N5.4-3 � COMPLIANCE Vi![TH THE AF�PROVED CONSTRUCTIOt�t�OGUMENTS_ ALL
<br /> T C} CTfflN OF DiSCREPANCtES SHALL 8E BRDUGHT TO THE AiTENTIflN OF THE CCJNTRAGTQR ��,�o���A���.��,
<br /> DOCUMEI�IT ACGEP ANGE R REJE AISC 360:TB N5.4-3 X FOR GORRECTtON ANC?NOTED IN THE INSPECT�ON REPORTS. ISSUES FtEQUERING �
<br /> ADHESIVE ANCHflRS INSTALLED fN v � ' �n�'a�l`
<br /> WELDE€3 JOlNT OR MEMBER ;MMEDIATE CORREGTfVE ACTfONS OR ENGINEERING INPUT ARE T� 8E BROUGHT L
<br /> HORIZONTALLY OR UPWARDLY WCLINEC3 WAC iCC E�JALURTIOIV RPT REFER TO ANCHOR CALLOUTS FOR SUSTAfNED _ .
<br /> ORtENTATIONS TO RESIST SUSTAIf�ED TENSION; 5'l-5t3-1705 AC! 318 Q.9_2.4 x TENSCC?N (ST)�ESIGN}�TiON lNSPECTION TASKS PRtOR T{3 BOLTlNG TO THE ENGINEER'S ATTENTIC}N IMMEDIATELY UPON DtSCOVERY_ -
<br /> L�ADS_
<br /> MANUFACTURER`S CERTIFICATtaNS AVAILABLE
<br /> MECt-IANICAL ANCN�RS AND A�HESIVE�NCHO€2S WAC ICG EVA�UATIQN RPT X FOR FASTEN�R MATERIALS AISG 360_ TB N5.6-1 X 5_ THE SPECIAL INSPECTOR SHALL FURNISH #NSPECTiON REPURTS FOR EACH ��, w
<br /> liVSPECTION T�THE BUILDING OFFICfAL,jSTRUCTURAL] [ENGINEER�[ARCHITECT�, ��' °C RAL ��'�'� �
<br /> NOTE 7 ��-�-aNCHORS SNALL BE ViSUALLY 1NSPECTED FA�STENERS MARKED EN ACCORDANCE WlTH ASTM CONTRR�TOR,RND OWNER_ THE SPECIAL INSf�ECTfON AGENCY�HALL SUBMIT A �'�rplv�� �� ,�c�
<br /> NOT DEFINE�ABOVE_ 51-50-'f705 ACl 318 D_92 { � REQUIREMENTS AISC 360:TB N5.6-'! x FtNAL REFQRT STATiNG THAT TI�E WC7RK REQtJEi2ENG SPECIAL lNSPECTfON WAS Af��
<br /> �$ �7�}�_3�5� INSPECTEQ AN� IS IN GONFORMANCE WiTH THE APPROVED C�NSTRUCTfON �
<br /> r PROPER FASTENERS SELFCTE� FOR THE JOINT
<br /> 'E7t�5.3 ACI 318 'l.3,2 DOCUMENTS ANC1 THAT ALL DlSCREPANCIES f�10TEC? 1N TF-1E tNSPECTION
<br /> VERtFYING USE OF REQUfRED DESIGN MfX. �904 ACl 338 4 X DETAfL(GRADE, TYP�, BQLT LEI�GTH !F THREADS RISC 360_ TB i�J5.6-1 X REPORTS Hl�VE BEEN CORRECTED_ �
<br /> - 1�102 ACi 318 5.2-5_4 ARE TO BE EXCLt1�E�FROM SHEAR PLANE) o
<br /> �g�p.3 6_ CONT[RtUOUS SPECIAL INSPECTfON: SPECIAL ft<lSPECTEON BY THE SPECIAL qy' �
<br /> AT THE TIME FRESH CCJNCRETE IS SAMPLED T4 PROPER B�LT[NG PRQCEDURE FOR JC7MNT C7ETAfL 'l705_2 AISC 360_ TB N5.6-9 X INSPECTOR WHC3#S PRESENT 1NHEN AND WHERE THE WC�EaK TO BE fNSPECTED IS � �
<br /> ASTM C '172 BEING PERFC3RMED. PERtt)DIC SPECIAL iNSPECTiOf�1: SPECIAL INSPECTI�N BY � r U
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<br /> 1 THE SPECiAL iNSPECTOR WNO tS INTERMITTENTLY f'RESENT WHERE THE WORK � � �` =
<br /> PERF{�RNI SLUMP AND AIR CUNTENT TESTS, AND '����-�� AC1318 5.6,5.8 APPRfJPRfATE FAYlNG SURFACE GONDITION Al�lD TO SE tNSPECTED HAS BEEN OR 1S BEtNG FERFORMED. � � � v
<br /> DETERMiNE THE TEMPERATURE OF THE GQNCRETE. HOLE PREPARATION, IF SPEGI�3ED, MEET RfSC 360_ TB i�15.6-1 X
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<br /> Tg 9705.3(7) APPLICABLE REQUIREMENTS 7. WHERE PER(ODIC 1NSPEGTION 1S ALLOWEC311V ACCaR�ANCE WITH THE ANCHOR Q � �N'� �
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<br /> PROPER APPL(CAT10N TEGHNIQUES_ PRE-INSTALLATI�N VER1FiCATIC?N TESTiNG BY tCC EVALUAT(�N REPORT, iNSPECTtONS SHALL BE AS FOLLOWS: N � � �
<br /> 1910.6-8 iNSTALLATI{��! PERSC7NNEL OBSERVE[�AN� � p) �
<br /> AlSC 360: TB N5.6-1 X • FC1R ALL ANCHORS PRIOR TO CONCEALMENT VERlFY: ANCHOR TYPE N
<br /> DOCUMENTEE3 FOR FASTERlER ASSEMBLiES AND � ' ' � � d
<br /> TB 1�05_3(�) ANCHOR DiM�NSfONS, ANCHOR SPACING AND E�GE DISTANCE.
<br /> � IN�PECTi�N FOR MA4RITEl�IANCE C►��PECIFIED �7��� ACI 398 '�.32 X METHfl�S USE� • F p R E A C H At�iCHOR TYPE AND S9ZE, (NSPECTOR SHALL BE ONSlTE TO
<br /> CU R I N G T E M P E R A T U R E A N U T E C H i�1 1 Q U E S. ,��,��� A C( 3 1 8�.1'I-5.'f 3 PRC?PER STORAGE PF�OVIDEQ FOR BOLTS, NIITS,
<br /> WASHERS AND t?�HER FASTENER COMP�RIENTS AISC 360:TB N5_6-9 X CC3NTiNUOUSLY fNSPEGT A MINIMUM OF THE �IRST 10 ANCFkURS (NS�"t�LLED
<br /> BY EACH INSTALLER FOR
<br /> VERI�ICATIQN�F IN-SITU CON�RETE STftENGTH, � , '
<br /> TB 1705.3(t 1 AGI 318 18.�3.4.3 INSPECTION TASKS �URIIVG BOLT(NG: C4NFC)RMANCE WlTH ICC EVALUA310N REPC�RT. PROVfDED ALL A(VCNORS , { � � , x
<br /> PRIC}R TU REMOVAL OF SHORES A}�!D �ORMS FROM X �
<br /> BEAMS ANC}STRUGTURAL SLABS. '�705-3 ACI 318 62 ARE lNSTALLEQ G�RRECTLY PER MANUFACTURER`S [NSTRUGTIQNS, � : � � t �'
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<br /> SYSTEM or MATERIAL �REQUENCY NOTE 8 REMARKS JpIhIT BRQUGHT TQ SNt�G-TtGN3 CONDlT10N iNSPECTlC)NS SNALL �
<br /> 1BG CQDE GL)DE or STANDAR� t � AISG 360:TB N5.6-2 X
<br /> REFERENCE REFERENCE QBSERVE PER�ORM PR(OR TO THE PRETE{'�1SIONlNG�PEfZAT10N O�GGUR A€�/IfNfMUM OF ONCE PE�WEEK A7 A RA[�lDOM T)NfE V1�HI�E ANCHOR � � } � �
<br /> F�STENER CaMPONE[�T NC1T TURNEQ BY THE 'k7€75�� 1N�TALLATION IS ONGOft�G_ANY k�ON-COMPLtANCE {SSUES SHA�L RESET �� r �'t�;,,,, � ��y
<br /> STE,E� WRENCH PREVENTE� FROM ROTA�(NG AISC 360:TB N5_6� X THE iNSPECTION '`� � � �
<br /> REQU[REMENTS TO TEN (10)�CONTIf�IUQUS ItVSPECTIt7NS_ N�N-Ct7MPLfANT � �. � � F �
<br /> FAST�NERS ARE PFZETENSiONED IN A CC OR aANCE �t,� ' _
<br /> / iNSPECTION TIaS14S PRfOR TO WELDING: ANGHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF � '° � �
<br /> � � W1TH THE RCSC SPECt�ICATiON, PRC7GRESSfNG A}SG 360:TB N5.6-2 X � RECOt�D �OR REVIEW AND = � � ` t��
<br /> _ WELDlNG PROCEDURE SPECfFICATIONS {WPSs) AISC 360_TB N5.4-3 X SYSTEMATICALLY FROM iHE MC3ST RtGlD POINT SNALL BE BROUG!-iT lNTO COMPLIANCE BY EtTHER TESTING Of; `�`
<br /> AVAILABLE TaWARD THE FREE EDGES
<br /> RE-INSTALLATiON.
<br /> MANUFACTURER CERTIFICATIONS FtJR WE�[�1Nti �0��360_TB iV5.4-1 X
<br /> CONSUMABLES AVAILABLE WSPECT!(?N TAS14S AFTER BOLTING: • iNSPECTION REPORTS SHALL IDENTIFY NAME5 C)F INSTALLERS_
<br /> � SPECIAL lNSPECTOR SHt�LL PROVl�E DOCUMENTATION AT THE END OF �
<br /> DOCUMENT ACCEPTANCE OR REJECTION (�F ANCHOR INSTALLf�TlONS STATING THAT THE MINIMUM NtJPABER OF RNCH�RS o -
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<br /> � 8_ OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NQT v�i �
<br /> SYSTEM or MATERfAL FREQUENCY NOTE 6 REMARKS
<br /> F!T-UP�F GROOVE WELDS{INCLUDING JOiNT iBC CODE CODE or STANDARD � ) BE DELAYEC7 PENDING THESE fNSPECTlONS_ a�'a E
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<br /> r fNSPECTIC?N TASKS dURING WELDING � ('�
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<br /> ASTM C'E72 EA 150 CY c�BTAlN WHEiV FRES�t CC3NCRETE fS PLACED FOR EACH MCX �
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<br /> � , COiVCRETE SLUM#' ASTM C'l43 COMPOS9�E SAMPC.E AT PC�INT OF PLACEMENT � �
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