|
SPEC(AL INSPECTIt�N SPECIAL 1�lSP��TION {CQNT} SUBMI�TALS �
<br /> 1 . DEFINITIONS (}F SPECIA�. INSPECTIC�N5 AN� TESTING �REQUENCY: 2. WELD�, DURING WE�DING {�ONT) 1 . THE F(�L.�..OWlNG ITEMS SHA�L BE 51JBM1TTED T�} THE STRUCTURA� ENGINEE� ,
<br /> A. (PER� PERIODIC QBSERVATC(��! QF WORK REQUIRING SPE�(AL lNSP�CTIC�� p, {PER} ENVIR4�lMENTAL C�}NDITIOE�S FOR �EVIEW AND AF�PROVAL P�I�R TO FABRICATI(�N/ERECTIQN/IN�TALLATION.
<br /> 8Y AN APPRC}VED SPECIA� INSPECTOR WHC7 IS PRES�NT IN TH� AR�A WNERE . W!(�D SPEED W(THIN LIMITS TNE�E ITEMS ARE 1�1 ADDITIQN T4 ANY SUBMITTA� REQUIREM��ITS SPECIFIED
<br /> THE WORK HAS BEEN OR IS BEING PERF�RM�D AND AT THE C�?MP�ETI�N � QN THESE PLANS OR If� THE PROJECT SPECIFICATIaNS.
<br /> OF THE WQRK. II. PRECIPITATION AND TEMPERATU�E
<br /> B. CONT CQNTINUOUS OSSERVATION OF W�RK REQUfR1�1G SPECIAL E. (PER} WPS FOLL(�WED PR�3D SHOP TEST BLDG
<br /> NSP�CTI4N BY AN AFPRUVED SPECIAL INSPECTOR WF�� IS PRESENT IN I. �ET�INGS ON WE�DING EQl1�PMENT ITEM DATA DWGS ��SUL.T CAl��S DEPT
<br /> THE AREA WNEftE TNE WORK IS BEI�G PE�FORMED. II. TRAVEL SPEED STRUCTIJRAL STEEL X �
<br /> 111. SELECTED W��DING MATERIALS
<br /> C�N�RETE CC7�STRUCTION CONCRETE MIX DESIGN X X :
<br /> 11�. SHIEL�ING GAS �fYPE�FLOW RA�E
<br /> $ ..
<br /> FOR REFERENCED STANDARDS, SEE IBC 2015 �CABLE �?�5.3 V. PRENEAT APP�IED STEEL REINF�RCEM�NT X X rc
<br /> V1. INTERPASS TEMPERATURE MAINTAINED �MIN f MAX}
<br /> 1 . (PER} iNSPECT REIN�QRCEMENT, AND VERIFY P�ACEMENT. VI�, PRC7PER POSITI�N {F, V, N, C7N} �R{�UT X i,
<br /> 2. �E1NFC}RCIN� BAR WELDING: F. {PER} WELDING TECHNIQ�IES POST-�INSTA�.LED ANCNC�RS X
<br /> A. {PER� VERIFY WE�DABILITY OF REINFt�RGING BARS OTHER THAN ASTM A706, I. INT�RPASS Af�D FINAL C�EANI�G >, „
<br /> B. (PER) INSPECT SINGLE-PASS FILLET WEL��, MAXIMUM 5 f�6'°; AN� I!. EACF� PASS WITNf� PROFILE �.IMITATIONS 2 PROD DATA -- SUBMIT ADEQUATE DOCtJMENTATIaN T�-IA�C TNE PRC?�UCT
<br /> �. CONT INSPECT ALI� OTNER WELE�S. III. EACH PASS MEETS QI�ALITY REQ�IIR�ME�TS PRUPOSEQ TO BE U�ED MEETS THE REQUIREMENTS UN TNES� PLANS AND �
<br /> ( � �NE �'ROJECT SPECIFICATIONS.
<br /> 3. {PER} INSPECT ANCHQRS CAST IN CONCRETE. 3. WELDS, A�TER WEL�ING 3. "SHCIP DWGS" - SUBMIT COMPLETE SHOP DRAWI�I�S SUFFICIENT TQ SHOW 4
<br /> �. .
<br /> A, (PER� WELDS CLEANED QtJANTITIE5 AND KINDS OF MATERIALS, METHflDS �� ASSEMB�Y, AN� A�L •
<br /> 4. INSPECT ANCHORS POST-INSTAL�E[� IN NARDENEQ CONCftETE MEMBERS B. {CQNT� SI�E> �.ENGTN AND LUCATlON OF WELDS DATA REQUIRED F�R �ABRICATI�N, ERECTION, A�1D lNSTALLATION, THE
<br /> A. �Ct�NT) ADNESIVE ANCMORS INSTALLED IN HORIZONTA�LY C}R UPWARDLY C. {GONT} WELDS MEET VIS�IAL A�CEPTA€�CE �RITERIA PURPOSE OF TNESE DRAWING� IS TO �EMON�TRATE TNAT TNE CONTRACT{JR t.
<br /> INCLINED �RIENTAT10NS TO RESI�T SUSTAINED TENSIOI� L{�ADS. I. CRACK PROFIIBITIOE� UNDERSTANDS THE D�SIGN CONCEPT DOCtJMENT�D HEREIN. St�BMiTTALS
<br /> B. (PER} MECF{A�IICAL ANCNORS AND aDNESiVE ANCHORS NOT DEFINED IN 4.A. II. UVE�D f BASE METAL FUSIQN C{�NSISTING {�F DRAWINGS TAKEN DIRECT�Y FROM TNESE PLANS Wll.� NOT
<br /> B� APPftOVED. I� DEVIATIONS, DISCREPANCIES t�R CaNFLICT� BETWEEN SHOP
<br /> 5. (PER� VERIFY U�E C�� REQUIRED DESIGN MIX, lil. CRATER �RQSS SECTIC�N DRAWING SllBMITTALS AND TNE Ct�NTRACT DC7CUMENTS ARE DISCOVERE�, �
<br /> (V. WELQ PROFILES �ITNER PRIOR TO OR AF�ER REVIEW BY TNE STRUCTURAL ENGINEER, THE
<br /> �
<br /> 6, {CONT} PRIOR TO �ONCRETE P�AGEMENT, FABf�ICATE SPECIMENS FOR STRE�GTH V. WE�D SIZE DESIGN QRAW1�lGS AND SP�CCFICATIONS SHA�L COI�TROC AND SNALL. BE
<br /> TESTS, PERFORM SLUMP AND AIR Ct��3TENT 1'�STS, AND DETERMINE THE VI. �NDERCUT FOL�C�WED. RESPO€�SIBILITY F�R ADNEREN�� TO TNE CQNTRACT D{�CUM��TS
<br /> TEMPERATURE OF THE COC�CRETE. VII. P4ROSITY LIES S01�E�Y WITH TNE CQNTRACTOR. DIMENSIQNS AND QUANTITIES ARE NaT ' "
<br /> REV�EWED BY T�E STRUCTIJRAL E�lGIN�ER AND THER�F�ORE MUST BE �1EftIFI�D ` `
<br /> 7. {CQ�1T� INSPECT CONCRETE PLACEMENT FaR PftQPER APP�ICATION TECNNfQ�JES. �. (CQN T} A R C �T R I K E S BY THE CONTRACTOR.
<br /> E. {C�i�T} K--�AREA �WNEN WEL�ING �F DOUB�ER P�A�CES, CONTINEJ(�f1` s
<br /> 8. {PER} VER#FY MAI�TENANCE OF SPECIFI�D CURIN� TEMPERATURE AND TECHNIQUES. PLATES a� �TIFFENERS HAS BEEN PERFt�RMED IN TNE K-AREA, VISkJAL�.Y 4. "TEST RESU�TS" - SUBMIT RESllLTS F�OR ANY TESTING REQtJIRE� BY
<br /> INSPECT TNE WE�3 K-AREA FOR CRACKS WITNIN �IN �F TNE WELD. BUILQlNG C(�DE OR THESE P�ANS.
<br /> 9. (P�R� I�SPECT F(}RMNtORK F(7R SNA�E, �OCATION A�D DIMENSIQNS �JF TNE F. �CONT) BACKING REM0�IED AND WELD TABS REM�VED �IF REQI�IRED)
<br /> CONCRETE M�MBER BEING FORMED. G. �CQ�T� REPAIR ACTIVITIES 5. "�AL�S" - SUBMIT SIGNE� A�lD SEALED PREPARED BY A DESIGN �
<br /> PROFE�SIUNA� AUTH(�R1ZED TO PE�FQRM WORK IN TME PRaJECT
<br /> SOI�S H. (CONT} {�OCUMENT ACCEPTANCE OR RE,3ECTION QF WELDEQ JOINT JURISDICTI4N. CALCUI�TIONS SHA�� fNDICATE THE MAGN(TUDE AN� „
<br /> OR MEMBER DIRECTION �F ALL LOAQS IMPOSED Oi� TNE BASIC STRIJCTURE. THE
<br /> 1 . PER V�RIFY MATERIA�S BELOW SNAL�C�W FOUNDATIONS ARE A�EQUATE TO ACNIEVE Ct�MP�NENT DESIGI�ER SNAL.L BE RESPON�IBLE FOR C�DE C�NFO�MANCE . ;'s� ,
<br /> � ) AND AI�L NECES�ARY CQNNECTIQNS NOT SPECIFICAL�.Y CA�I��D OIIT ON TFlE
<br /> �NE �ESIGN �EARI�lG CAPACITI`. 4. NONDESTRUCTIVE TESTiNG
<br /> A. �JP WELDS - ULTRASOC�IC TESTING SHALE� E�E P�RFORMED 01� A�� CJP ARCNITE�TURAL AND �TRUCTURAL DRAWINGS. ,
<br /> 2. {PER� VERIFY EXCAVAT[ONS ARE EXTENDED T� PRC�PER DEPTN AND NAVE REACNED JOINTS IN MATERIA�,S 5 f 1 � 1�CH AND T�ICKER, �, "BLD� DEPT" - IF CNECKED, THE SUBMITTA�.S SNA�L BE REVIEWED AN� '
<br /> PROPE� MATERIAL. B. WEI�D ACCESS H(��ES IN MATERIALS 2 INCN C7R TH1C�ER -- FLANGES SNALL APPROVED BY T�--1E BUI�DING �FFICiA� PRIOR TC} FABRICATION AND f Oft
<br /> 3. PER PERFQRM CLASSIFICATION AND TESTING OF C�MPACTED FILL MATERIA�S, BE TESTED USIN� MAGNETIC PARTIC�E OR PEi�ETRANT TESTING. INSTALLATIO�l.
<br /> { } �
<br /> 4. CONT VERIFY 11SE OF PROPER MATERIAl�S, DENSITIES AND LlFT TNfCKi�ESSES NIGN STRENGT�-I BQLTS 7. THE C�NTRACTC?R SNA�.L REVIEW, STAMP AN� APPROVE S�JBMITTALS PRfOR TO
<br /> QURING PLACEMENT AND COMPACTION OF COMPACT�D FILL. REVIEW BY TNE STRUCTURAI.. ENGINEER. UNREVIEWED QR I�NSTAMPED .
<br /> 1 . BC?LTS, PRIaR Td BOLTIi�G SUBMIT�A�S WI�L BE RETURNED TO TNE �ONTRACTOR UfVREV1EWE�. �
<br /> <: t
<br /> 5, (PER) PRIOR T{� PI�CEMENT QF Cf�MPACTED FI�.�, fNSPECT SUBGRADE fi�1D VERIFY A. {CONT} MAI�IJFACTURER'S CERTIFlCATIO�lS AVAILABLE FC�R FAST�NER MATERIALS 8. TNE CC}NTRA�TOR SFIALL ALLC7W TWO WEEKS FQR �EVIEW OF �IJBMITTA�S.
<br /> TI�AT SITE NAS BEEN PREPARED PROPERLY. B. �PER} FASTENERS MARKE(� IN ACCORDANCE WITH ASTM REQl11REMENTS CQMN�ENTS flR MARKS QN SI�BMITTA�S ARE A NORMAC, AND EXPECTED PART t�F
<br /> WELDS C, (PER} PR�PER FASTENERS �E�ECTED FOR TNE JQINT DETAIL �GRADE, TYPE, THE SUBMITTAL PROCESS AND SNA�� N�T BE USED A5 A BASIS FOR CNANGE y
<br /> �a�T LENGTH I� �NREA�S ARE TO BE EX�Ll3DED FRQM SNEAR PLANE} ORDERS. TIME REQUIRED TO REVISE AND RESIJBMIT ANY SUBMITTAL SNALL B�
<br /> 1 . WEI�DS PRIOR T4 WE�.DING D. {PER} PR�PER BOLTIN� PROCEDI�RE SELECTED FOR JO(NT DETAI� �ONSIDERED INNERENT li� TNE TO TFiE SU�MITTA� REVIEW PROCESS AND SNALG
<br /> � NaT �E DEEMED A CNA�iGE QRDER.
<br /> A. �CONT} WE�DING PROCEDURE SPEClFICATI(�NS {WPSS} AVAILABLE. E. (PER} CO�f�ECTIE�� E�EMENTS, INCL�JDING TNE APPROPRIATE FAl'I�lG SURFA�E
<br /> �
<br /> B. �CONT} MANUFACTURE CERTI�ICATIONS FC}R WELDI�G CaNSlJMAB��S CONDITIO� AND HOLE PREPARATION, IF SPEC(F(ED, MEET APPLICABLE 9. RESUBMITTALS SNAL.� NAUE ALL REVlSIONS CLEARLY IDENTIFIED WITN �RAWING
<br /> AVAILAB�E. REQUIREMENTS �L4UDS AND REVISION DATES. TE�E STRUC�fURAL ENGINEER SNA�L NOT BE �
<br /> C. �PER} MATERIAL I�ENTIF�CATION {TYPE/�RA�E�, F. {PER� PR�-[N�TAL�A�CION VERIFICATI{�N TESTI�IG BY INSTfiLLl�TIO� PERSONNEL RESPONSIB�E FOR TNE R�VIEW 4F ANY UNMARKED REVI510NS. . ;`;�
<br /> D. {PER� WE�DER IDENTIFICATIt�N SYSTEM - THE FABRICATaR �R ERECTOR, AS OB�ERVED A�lD DOCUMENTED FOR FASTENER ASSEMBLIES AND MET�IQDS IJSED
<br /> APPLICAB��, SHA�� MAINTAIN A SYS�`EM �Y WHlCFI A WE�DER WNO NAS G. PER PRaPER STQRAGE PROVCDED F�R B(�LTS, NUTS, WASNERS AND t�TNER 1�. C�NTRA�TE�R REQUESTEQ CHANGES �JR SUB�TITUTI�NS SHALL BE SUBMITTED .
<br /> WE�.DED A ,�OINT QR MEMB�R CAN BE ID�NTIFiED. � � IN WRITING T{� THE ARCFfiITE�T Af�D STRUCTURAI.. ENGiNEER F�R APPROVAL
<br /> E. {PER� FIT--k�P (�R GROVE WE�OS (If�C�U�}(NG JOIN�' GEOM�TRY} FAST�NER COMP�}NENTS PRI(JR TO �ABRICATION C�� C��STRUCTltJN. CNA�fGES �H�WN ON SHaP
<br /> l. JaINT PE�#ETRATION DRAWINGS ONLY W{LL NOT �ATISFY THIS �EQUIREME�IT. CONTRACT{�R tN11�L. BE
<br /> II. DIMENSIONS {ALI�NMENT, R{�4T OPE�ING, ROOT FACE, BEVE�} 2. BO�.T5, DURING BO�.TI�G RESPONSIBLE FOR ANY ADDITIONA� ENGINEERING EFFC�F;T AN� ASSOCIATED
<br /> 111. C�EANLIN�SS {CONDITI�N OF ST�EL SCIRFACES} A. {PER} FASTENERS ASSEMB�IES, aF SUITAB�.E CONDITIQN, P�A,CED IN AL� HO�ES F�ES REQUIRED FOR REVIEW AND APPROVAL OF REQUEST�D CNANGES AND ro
<br /> IV. TACKING {TACK WELD QIJAL.ITY AND �.QCATION) A�lD WASNER� {IF REQkJIRED} ARE PO�ITIflNED RS REQUIRED SUBSTITUTIONS.
<br /> V. �ACKING TYPE AND FIT �IF APPLICAB�.E} B. �PER} J�lNT BROUGNT TO TNE SNUG-TIGHT �QNDITION PRIOR TO THE
<br /> F�. {PER} CONFIGtJRATIQN AN� FINISN OF AC�ESS FIQLES PR�TENSIONI�#G OPERATION
<br /> :�
<br /> G, (PER� FIT-UP �F FI�.�ET WE�DS
<br /> I. DIMENSIC}NS �ALfGh�M�NT, GAPS AT ROQT} C. {PER} FASTENER C�MP�NENT NOT Tl1RNEa �Y THE WRE�ICN �REVENTED FRQM
<br /> R(JTAT�NG
<br /> II. CL.EAN�INESS (GUi��fTION OF STEEL S�JRFACES� D. (PER} FASTENERS A�E PRETEf�SIONED IN ACCORDANCE WITH TNE RCSC �
<br /> III. TACKI�G {TACK WELD QUA�ITY AND �4CATI0�} SPECIFiCATION, P�OGRES5IN� SYST�MATICAL�Y FROM THE MOST RIGID FOlI�T
<br /> N. {PER} CNECK WELDING EQUIPMENT TOWAR� TNE FREE EDGES
<br /> 2. WELDS, DUR{NG WEI�DING �`
<br /> 3. BO�TS, AFTE� B�LTI�IG
<br /> A. {PER} �JSE OF QUA�IFI�D �NE�DERS �
<br /> B, (PER} CON�ROL A�ID HANDLI�3G OF WEL.DI�G CONSUMA�LES A. {CaNT� DOCUMENT ACCEPTANCE 4ft REJECTIOi� OF BOLTED CE�NNECTI4NS _
<br /> ;r,
<br /> l. ��l���lJ11V� � � . . . � .
<br /> „.�£�'
<br /> II. EXPOSURE CONTROL OfiNER ST�EI. iNSPECTI�NS
<br /> c. ���R� �o w��.�Er�c ov�� ��ac��� w��os.
<br /> 1 . (FER� VERIFICATIQN �F STRUCTURA� STEE� DE�AILING - VERIFY COMPLIANCE WITH .
<br /> TI�E DETAILS SPECIFIED (7N THE STRUCTUftA� DRAWINGS.
<br /> 2. {CONT) ANCf�QR RODS/EMBEDS - VERIFY MATERIA�, GRADE, D3AMETER, L�NGTH �
<br /> AND TYPE OF ELEMENT AND EMBEDMENT DEPTN. �M�►��FI��I�
<br /> �" N G I N E E R S
<br /> 3. CONT) PR�TECTEI� Z(7NE - NC� NC}�.ES ANQ UI�APPR�I�ED ATTACHMENTS MADE, �L7���� �� ��� ����� �� �101 2nd Avenue,s�,�tE aa��s�a�i�,wa sa�o� �;�
<br /> � ` ph 206.623.D717�faat 248.624.3775 . ;`n
<br /> cotfman.carn
<br /> LASTING cseativity(resu¢s;retadonships
<br /> DRAWN DATE SUBTIT�E CURRENT REVISIQN SYMBOL DATE ,
<br /> SYM REVISION 8Y APPR�VED DATE SYM REI�ISI4N BY APPROVED DATE ��t,`� S. p� A�CEPTABILITY R. REEVES o3.0�.�� STRUCTURA� Nt�TES ����o��� �� � � C}�.O�J.�H
<br /> ORIG 777X PALLETIZED RACEWAY T4��.5 W524�458 CEI EO 03,05.18 ,�,�',�,� �e'� „� THIS DESIGN ANDJoR c�tECK�
<br /> ��,'� SPECIFIGATION ES APPROVED S, D�ZpRETS 03.d5.18 ��r�� sr���'t
<br /> ��i����J������ �,Pp�ov�� e� °��T. °ArE R. �ORGAN o3.05.�8 777X PALLETIZED ftACEWAY TOOLS �,��� �� .
<br /> CHECKE[�
<br /> $8gg1 '�� P ROV D 03.O�J.�S ���E..��E �1� ��R��� J48 N0, W�J��O��JS COMP N�, A
<br /> i
<br /> �'`p,�r '�� AP��ov�o UC URAL MASTER EVERETT, WA owc �o. 40-005-S2A-� }
<br /> c�NAL STR T �
<br /> '�I�il i R
<br /> � � �; __
<br />
|