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<br /> � �����ETE �C}N�T�UCTI�N �I�� 11fl�.3 � 1 ?05. � �.� }: �
<br /> AFTER B�LTII�� {TA�L� �15.�-�, AI�� ���-1 �}. ���EL ELEMENT� C�F ��MPC3�ITE CC���TRl��T10�1
<br /> �TA��.E .��.1 , A��C 3��-� 0; TA�LE� J�-1 THRIJ J�-3, A1�� 341 -� 1 }, ,��,� FREQEJE�ICY OF INSPEGTIflN ���TR������� �
<br /> (T�M FREQUEC�CY 0� 1NSPEC�It?N INSTRUCTIONS
<br /> ITEM FREQIJENCY OF INSPECTI�� INSTF�IJ�TIf?IVS REINF(�RCIN(� STEEL CONT[NU4U� ❑ PERICIDIC � VERIFY PRIOR 1'fJ PLACING CONCRETE TN�T �
<br /> DOCUMENT ACCEPTANCE OR CQNTINUC�CIS � PERIaDIC ❑ REINFORCING IS OF SPECIFiED TYPE, GRADE AI�D �
<br /> REJECTION OF B�L1'ED C4NNECTIC7f�S �� �IZE;THAT IT I� FREE C3F OIL, DIRT AND RUST;THAT IT
<br /> PLACEMENT AND INSTALI.ATION C}F CC}NTINUOUS � PERI�DIC ❑ VERIFY Tl'PE, GAGE AND STRENGTH OF DEGK IS Lt�CATED AND SPACED PROPERLY, THAT Ht�4KS, �
<br /> STEEL DEGK AND GC}RF��CT INSTAL�ATlON. BEND,TIES, �TIRRUPS AND S�JPP�EMENTAL �
<br /> {�T H E R �T E E� 1 N�P E�T!0�I S REINFORCEMENT Af�E PLACED CORREGTLY; THAT�AP C�
<br /> ��?E�TI�� ��.� ���� ���"� �• TABLE� J8'"� � �'� �'� ��+Jl.,► ���'� � . PLACEI�ENTAND IN�TA�LATIQN C}F C(�NTIN�JOUS � PEF�I�DIC ❑ VERIFY �IZE, SPACING AND CORRECI' AND THATA�AMECHAN CAL CC�NNECTION�ARE��� �—
<br /> ' ' ' � STEEL HEADED STUD ANGH�RS T DS. INSTALLED PER THE MANUFA�TURER'S INSTR�JCTIaNS �
<br /> INSTA�LATI4N OF S U �
<br /> ITEM FREQ�IENCY OF INSPECTIC}N INSTRl1CTI0N5 AND101�EVA�UATI�}�l REPORT.
<br /> Dt7C�1MENT ACCEPTAN�E C}R CdNTINU0U5 � PERIODIC ❑
<br /> �—
<br /> RICJDIC AL�. FABRlCA`CED STEEL OR STEEL FRAMES REJEGTIC}N OF STEEL ELEMEIVTS �
<br /> STRUCI'URAL STEEL DETAII.S CONTWLIt�IJS ❑ P� �
<br /> SHA�I�BE INSPEC�'ED TQ VERIFY COMPLIANCE CAST-IN B{�LTS & EMSED� CONTINUOIJS � PERIdDIC ❑ 1NSPECTIt7N OF ANCHdRS OR EMBED�CAST iN {;�
<br /> WITH THE d�TAILS SH4WN IN C4NSTRUCTI�N REINFORCING STEEL CONTINl�4US ❑ PERI4�DIC � VERIFY APPRflPRIATE REINFORCEMENT�IZE, CaNGRETE IS REQUIRED UVHEN ALL,OWABLE �
<br /> DQCUMENTS, S�CH A5 BRACES, STIFFENERS, SPACIN�,AN� t}RIENTATIC}N; THAT IT HAS I�flT LOADS H�,VE �EEN INCREASEC? aR WHERE
<br /> MEMB�R LOCATIONS,A�D PRQPER BEEN RE-BENT IN FIE�D; THAT IT IS CORRECTLY STREI�C�TH DESI�N IS USED. �
<br /> APPLICATIC?N OF J41NT DETAILS AT EACN TIED AND StJPPC7RT�D;AND THAT REQUIRED STEE� �
<br /> � CONNECTI(�N. CL�ARANCES HAVE BE�N PRQVIDED. �"
<br /> P{�ST-INSTALLED A�lCHC�RS OR CONTINUOUS � PERI�DIG ❑ A�L �`OST-INST���.ED ANCHC7RSIDt}WELS SHAL� �"'"'
<br /> ANCHQR RODS ANC? OTHER CU�JTINUOUS �j PER1{�DfC ❑ SHAL�BE ON THE PREMIS�S DURING TNE CC}MPOSITE MEMBER iI�E Ct�NTINl�C?US ❑ PERI{}dIC � VERIF`�THAT Ct}MP4SITE MEMBER 1�TNE DOWE�.S BE SPECIALLY INSPE�TED AS REQUIRED BY THE
<br /> EMBEDMENTS �UPP�RTIN� PLACEMENT OF ANCHC}R RODS AND UTHER REQUIRED SIZE. APPRt�VED IGC-ES REPORT,
<br /> �TRUCTURAL STEEL EM�EDMENTS SUPPtJRTING STf�UCTURAL STEEL _
<br /> FOR C�}MPLIANCE WITH CONSTRUCTIC�N
<br /> QOGUMENTS.VERIFY THE DIAMETER, GR�IDE, STEEL ����TRU�TI�N OT�ER TNA� STRIJ�TURAL STE�L {1�� � �05.�,G� UiE C3F REC�UIRED MIX DESIGN CONTINU4US � PERIODIC ❑ VERIFY THATALL. MIXES USEQ COMPLY WITl� TNE
<br /> TYPE,ANa LENGTH t�F 7NE ANCH(�R Rt�D C}R APPROVED CQNSTRUCTI(�N D(�CUMENTS;AC[
<br /> EM�EDDED ITEM,AND THE EXTEC�T�R DEPTH 318;CH 4, 5,2-5.A�;ANQ IBC 19004.3, 19.13.2, 1913.3.
<br /> pF �MBEDMENT PRI�F�TC7 PLACEMEI�T 4F ST�EL F���}F �N� FLO�� �E�K� �IBC TA�LE 1 �C�5.L.��.
<br /> CONCRETE.
<br /> D ZONES Ct�NTI�JUOUS PERIUaIC VERIFY THAT NO �141�ES QR UNAPPRdVED ITEM FREQUENGY t�F INSPECTION I�STRUCTIOI�S Gt�NCRETE SAMPLING FOR STRE�#GTH CONTI[VUOUS � PERI4DIC ❑
<br /> PROT�CTE � ❑ TESTS, aLl1MP, A1R CON�ENT,AND
<br /> ATTACHMENTS ARE MADE WIT'HlN TH� PRQJEGTED
<br /> TEMPERATURE
<br /> ZQNE (SEE TABLE J8-1 OFAISC 3�1-90). MAl'ERIA�.VERIFICATI�N OF CQLD- G(JNTINU�}l1S ❑ PERIUDI� � CONFIRM TNAT IDENTIFI��ITICIN MARKINGS ARE
<br /> FC}RMED Rt}C}FIFE.QC}R STEEL D�CK PR�VIDED TQ CONFORM TO ASTM STANDARDS
<br /> SPECIFIED ON C�JN�TRUC710N C�QC�JM�NTS. CONCRETE PLACEMENT CONTINUC}l1S ❑ PERIODIC �
<br /> �TRIJCTIJ�AL �TEEL ��5E1��1��
<br /> FLOOR AND DEC�{INELDS/FASTENERS COI�TWUClUS ❑ PERIQCIIC � V15UAL INSPECTI4N IS REQUIRED TO C4NFIRM
<br /> THAT VI�ELD MEET�AGCEPTANCE CRITERIA OF
<br /> ITEM FREG2UENCY OF lNSPEGTION IN�TRUCTIONS AWS D1.3 WELDER QUALIFICATIQ�IS SNOULD AL�O CURING T�MPERATURE AND CONTINUC}IJS � PERIODIC ❑ VERIFY THAT 7HE AMBIENT TEMPERATURE FOR
<br /> BE V�RIFIED. FASTENERS SHA��MEET SIZ�,TYPE, TECHNIQtJES CONCRETE IS KEPT AT> �0°F FOR AT LEAST 7
<br /> AL�MEMBERS INDICATED AS SFRS SHALL �E �PACING, ETC.A�SPECI�IED ON DRAWING. DAYS AFTER PLAGEMENT. HIGH-EARLY-
<br /> INSPECTION OF �TRUCTURAL WELDlNG G4NTINUOUS � PERIODIC ❑ SUBJECT TO THE QIJA�ITY A��URANCE PLAN lN STRENGTH CONCRET�SHALL BE KEPT AT>5fl°F
<br /> IN ACCORDANCE WITN AISC SEISNIIC ACCC?RDANCE UVITH APPENdIX J PER AISC 341-10. MT
<br /> PROVISIQN� T�ST �00%t�F A�.� PARTlAL PENETRATiON WE�DS AT ry i FOR AT �.EAST 3 DAYS,ACC�C.ERATED �URIN
<br /> �ELDI�� C��' REINF��CIN� STEEL {IB� TA�LE � 7�5.L.��. METMODSMAYBEUSED (SEEAC1318:5,��,�}.THE
<br /> COLUMN BASES A�1D C{}�UMN SPLICE� IN SFRS. AMBIENT TEMPEFtATGRE FaR SHOTCRETE SHA�L BE
<br /> AFTER AT LEA�T 20 P,�P WELDS HAVE BEEN MT >40°F FOR THE SAME PERIOD 4�1'IM�AS NC?TED FOR
<br /> T�STED, THE TES7ING RATE MAY BE REDUCED T010°/a ITEM FREQUENCY C}F INSPECT10�1 INSTR[.aCTI{�11�5 CONGRET�. SI-IQTCRE°TE SFIAI.L BE
<br /> PR{}VIDED THE REJECTI{�N RA�'E IS 5°fo 4R LESS FUR A KEPT �4NTINUC�l1�LY MOIST �4R AT L.EAST 2�
<br /> PARTICUL�IR WELDER.AT �.ARG� PARTIAI� HOI�RS AFTER SNC�TCRETIi�G.ALL CONGRETE
<br /> PENETRATION WELDS {1 GROOVES AND I..ARGER), UT VERIFICATlON t}F WELDABILITY CONTINUC}US � PERI�QIC ❑ VERIFY WELDABlLITY�}F REINFORGI�IG STEE� MA`fEFiIA�S, REINFI�RCE�ENT, �dRMS, FILLERS,
<br /> TEST 100°lo GJP �ROOVE UVELDS AT�FtACING BASED UPC}N GARBC}N EC�l11VALENT AND IN
<br /> REINF4RCIN� PLATES.AFTER 40CJP GROOVE WELDS ACGORDAN�E WITH AWS D1.4. AND GRC�UNt7 SHALL BE �`REE FRQM FR4ST. IN
<br /> HC?T WEATHER CC�NDITIt�NS ENSURE 7HAT
<br /> HAVE BEEN UT TESTED,THE T�STING RATE MAY BE APPROPRIATE MEASURE�ARE TAK�N`TC�AV£�1D
<br /> REDUGED TU 25°fo PRC}VIDED THE REJECTI{�N RATE ID OTHER REI�lFORCiNG STEEL Ct�NTINUOUS ❑ PE�IC}DIC � VISUALE.Y INSPECT AL�V}1ELDS IN�CCORD/�NCE PLASTiC SNPINKAGE CRAC�IN�AND THAT THE
<br /> 5°lo flR LESS FOR A PARTICULAR 1NE�.DER. 1NITH AWS D`1.4,VERIFY SIZE AND SPA�ING {aF $PECIFIED WATERJCEMENT R�TIt� IS NOT
<br /> REINFORCEMENT. EXCEEDED.
<br /> Ul.TRAS(�NICA�LY T�57 FOR CflNTlNUC1US � PERIODIC ❑ U�E ASTM A435 C}R ASTM A$98{�EVEL 1 CRfTERIA�AS ERECTIOEV t�F PRECAST CUNCRETE CONTlNUOUS ❑ PERIODIC � VERIFY THAT A�L PRECAST ELEMENTS ARE �.IFTED,
<br /> aISCCINTINUITIE� BEHIN�AND BASIS FCJR ACCEPTANCE QF ANY MATERIAL ASSEMBLED AND BRACED fN ACC{�RDANCE WITH
<br /> ADJACENT T4 WELDS WITH BASE DISCC}NTINUITIES. THE APPRC?VED CONSTR�CTION DO�UMENTS.
<br /> METAL TNICKER THAN 1.5 IN�HES
<br /> WHERE SUBJECT TO THROl1GH- F4RMW4RK CC}NTINUC}US ❑ PERIODIG � VERIFY THAT THE FORNIS ARE PLACEC} PLUMB
<br /> TNICKNESS WELD SHRINKAGE�
<br /> AN[� CON�4RM TO THE ��IAP��, L,INES,AN
<br /> STRAIN�.
<br /> DIMENSIOi�S 0�THE MEMB�RS AS RE U RED B
<br /> THE APPR�VED C(�NSTRUCTi�N DC�CUMENI'S.
<br /> WELDING INSPECTI{�N AN� Nt�N- CONTINU4�1S � PERIC?DIC ❑ WELDING OF SEISMIC FQRCE RESISTING
<br /> D�STRUCTIV�TESTIN� SHA�L MEET SYSTEM SHALL MEET THE REQ�JIREMENTS 4F
<br /> REQUIREMENTS 4F AWSD1.81D1,8M AAV1lS D1.8/D�.8M INCLUDING THE FOL.�,C?WWG
<br /> SECT'It�N�AND ANNEXES:
<br /> �. �ENERAL REQUIREMENTS
<br /> 7. INSPECTION
<br /> ACJNEX F. S�IPPLEMENTAL U�TRASC?NIC
<br /> � TECMNiGIAN TE�TING.
<br /> . ANNEX G. SU�'P�EI�ENTAL MAGNETIC PARTI��E
<br /> TESTING PROCEDURES.
<br /> ANNEX H. FLAW�i�lNG BY �1LTRASONIC
<br /> TESTING.
<br /> PROTECTEC?ZONES CONTINCI�US � PEf�IflDl� ❑ VERIFY TNAT N4 NOLES OR kJNAPPR�VED
<br /> ATTAGHMEN�'S ARE MARE Ut�ITNIN THE
<br /> PRC�TEGTED ZONE
<br /> (5EE TABLE J8-1 OF AISC 341-1Q).
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<br /> �RAWN DA Sk1BTlTLE CURftENT REVISION SYMBOL DATE rn
<br /> SYM REVISION SY APPROVED €�ATE SYM REVISIflN BY APPROVEQ €7ATE aF wnsHJ ACCEPTABILITY MEM Q��4 14- �TATEMENT �F SPECIA� INSPECT�QN� W�����J� 7 O�f{�A��� q- �
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