|
I V � I E�T � I V O F V W E I�Q I I �! V I�JSPECTIQN TASKS PRIQR TO BCILTING (AISC 360 TABLE N5.6-1) I �1 � � E�T L./ � �.J � �� � � � ET E �\.J � JT R lJ l.�T !.! �
<br /> AS A MINIMUM WELDING INSPECTI�N TASKS SHALL BE IN ACCORDANGE WITH TABLES N5,4-1, N5.4-2 AND INSPECTION 1• SPECIAL INSPECTION FOR GONCRETE �ONSTRUCTION SHALL BE IN ACCORDANGE WiTH IBC SECTION 1705.3 AND
<br /> N5.4-3. IN�PECTIaN TASKS ARE AS FQLLOWS: + THE FaLLOWING TABLE.
<br /> INSPECTIQN TASKS PRIOR TQ BOLTING QUALITI' QUALITY
<br /> 0- OBSERVE THESE ITEMS ON A RANQOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE G(7NTRQL ASSURANCE
<br />' INSPECTIONS. IN5PECTIQN
<br /> MRNUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 p VERIFICATION AND INSPECTION REFERENCED IBC
<br /> P- PERFORM THESE TASKS FOR EACH WELDED JQINT �ft MEMBER. CONTINUOUS PERIODIC STANDARD (A) REFERENCE
<br /> FASTENERS MARKED IN ACCORDANCE N+ITH ASTM REQUIREMENTS 0 p IN5PECTION OF REINFQRCING STEEL, ACI 318: 3.5, '
<br /> INSPECTION TASKS PRIOR TO WELDING (AISC 360 TABLE N5.4-1} INCLUDING PRESTRESSING STEEL, AND - X �,� _ 7,� 1910.4
<br /> � PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT PLACEMENT.
<br /> -� INSPECTION LENGTH IF THREADS ARE TQ BE EXCLUDED FR�M SHEAR PLANE � d
<br /> T AWS D1.1/D1.1M } INSPEGTION OF REINFORCING STEEL AWS D1.4
<br /> WSPECTIO�J TASK PRIOR TO WEL01�1G QUALITY QURLITY REFERENCES WELDING IN ACCORDANCE WITH TABLE - - -
<br /> � CONTROL ASSURANCE PROPER BOLTING PR4CEDURE SELECTED F�R JOINT �ETAIL � � 1705.2.2 ITEM 2b. ACI 318; 3.5.2
<br /> �
<br /> o WELDING PROCEDURE SPECIFICATIOiVS p P 6.3 CONNECTED ELEMENTS, INCLUDING THE APPR�PRIATE FAYING SURFACE ' INSPECTIQN OF ANCHOftS CAST IN
<br /> c= (WPSs} AVAIIABLE CONDITION AND HOLE PREPAftATIQN> IF SPECIFIED, MEET APPLICASLE � � CQNCRETE WHERE ALLOWABLE LQADS HAVE ACI 318 - 1908.5,
<br /> � REQUIREMENT5 - X �
<br /> � MANUFACTURER CERTIFICATIONS FQR WELDING BEEN INCREASED OR WHERE STftENGTH 8.1.3, 21.2.8 194'���
<br />' CONSUMABLES AVAILABLE � P �''2 PRE-INSTALLATION VERIFICATION TESTING 8Y INSTALLATION PERSO�lNEL DESIG�I IS USED.
<br /> � OBSERVED AND DOC�IMENTEO FQR FASTENER ASSEMBLIES AND METH4DS USED P � INSPECTION OF ANCHORS
<br /> � MATERIAL IDENTIFICATION (IYPE/GRADE) p p 6.2 _ ACI 318-
<br /> POST-INSTALLED IN HARDENED CO(VCRETE X 3,8,�, g,�,3 1909.1
<br /> WELDER IDENTIFICATION SYSTEM (1) � � 6.4 PROPER STORAGE PRflVIDED FaR BOLTS, NUT5, WASHERS AND QTHER a O MEMBERS (B). 21.2.8 '
<br /> FASTE�dER COMPONENT5 �9�4 2
<br /> FIT-UP GROOVE WELDS (INGLUDING VERIFYING USE QF REQUIRED X ACI 318: CH. 4, �g�p.2�
<br /> J�INT GEOMETRY) INSPECTION TASKS DURING 80LTING (AISC 36Q TABLE N5.6-2) DESIGN MIX, 5.2 - 5�4 1910.3
<br /> -JOWT PREPARATIQN �,5.2
<br /> -DIMENSIQNS (ALIGNMENT, ROOT OPENING, ROOT 5.22 AT THE TIh�E FRESH CONCRETE IS
<br /> FACE, BEVEL} (} 0 5,15 INSPECTIQN SAMPLED T� FABRICATE SPECIMENS FOR ASTM C 172
<br /> -CLEANLINESS (CONDITION OF SURFACES} 5.1$ INSPECTIflN TASKS DURING BOLTI�JG STRENGTH TESTS PERFORM SLUMP AND ASTM C 31
<br /> -TACKING {QUALITY ANQ LOCATION) �•��� ������•� ONTLROL AS�SURANCE AIR CONTENT TESTS, AND DETERMINE THE X ACI 318: 5.6, 1910.10 ;
<br /> -BACKING TYPE AND FIT (IF APPLICABLE) TEMPERATURE (7F THE CONCRETE. 5.8
<br />" � CONFIGURATION AND FINISH 4F � FASTE(�ER ASSEMBLIES, OF SUITABLE CONDITIQN, PLACE� IN ALL HQLES AND � �
<br /> � ACCESS HOLES � 0 6.5.2, 5.17, AISC J1.6 4VASHERS (IF F�EQUIRED) ARE P�SITIONED AS REQUIRED
<br /> � INSPECTI0�1 OF CONCRETE AND SHOTCRETE ACI 318: 5,9 �910.6,
<br /> FIT-UP OF FILLET WELDS JOINT BR4UGHT TO THE SNUG-TIGHT COI�DITION PRIOR TO THE PREfENSIONING � Q PLACEMENT FC?R PROPER X - � �Q � 1910.7,
<br /> � -DIMENSIONS (ALIGNMENT, GAPS AT ROaT) a Q 5•22•1 O P E R A T I O N A P P L I C A T I O N T E C H N I Q U E S. 1 9 1 0.� °
<br /> � -CLEANLINESS (CONDITIQN OF SURFACES} �'�5 FASTENER Ct7MPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
<br /> -TACKING (QUALITY AND LOCATION} 5'1g ROTATING � � INSPECTION FOR MAINTENANCE
<br /> OF SPECIFIED CURING - X ACI 318: 191�.9
<br /> CHECK WELDING EQUIPMENT a - 6.2, 5.i 1 TEMPERATURE AND TEGHNIQUES. 5.11 -
<br /> FASTENE�S ARE PRETENSIONEC} IN ACCORDAN�E WITH THE RGSC SPECIFICATION, � � 5.13
<br /> THE FABRICATOR QR ERECTOR, A� APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHQ HAS �'��GRESSING SYSTEMATICALLY FROM THE MOST RIGID PflINT TQWARD THE FREE
<br /> WELDED A JOINT OR MEMBER CAN BE IQENTIFIED. STAMPS, IF USED, SHALL BE THE L(7W-STRESS TYPE. EDGES ERECTI4N OF PRECAST CONCRETE MEMBERS _ }( ACI 338: CH. 16 -
<br /> INSPECTIC}N TASKS AFTER BOLTING (AISC 360 TABLE N5,6-3} INSPEGTION OF PRESTRESSED
<br />� WSFECTIQN TASKS DURING WELDING (AISC 360 TABLE f�5.4-2� CONCRETE:
<br /> WSPFCTION A. APPLICATION OF PRESTRESSING F{3RCES x ACI 318: 18.20
<br /> INSPECTION VERIFICATION ANi7 I�lSPECTION QUALITY QUALITY _
<br /> INSPECTION TASK DURING WELOING QUALITY QUALITY AWS D1.i/D1.1 M GONTROL ASSURANCE GRaUTING QF BONDED PRESTRESSING _ '
<br /> CONTRQL ASSIJRANCE REFERENCES pQCUMENT AGCEPTANCE OR REJECTIC}N OF BOLTED CQNNECTIONS P P �• TENDONS IN THE SEISMIC X RCI 318: 18.18.4
<br /> FQRECE-RESISTING SYSTEM.
<br /> USE OF QUALIFIED WELDERS 0 0 6.4 ,
<br /> �aNTR�� A�a HA����NG QF �E�a��� �.2 �TH E R STR U CT�1 RA �T E E S P E�T 0 �I TAS K S
<br /> CONSUMABLES 5.3.1 VERIFICATION ClF IN-51TU CONCRETE
<br /> � 4 5.3.2 FOR SMAW , STRENGTH PRIQR TO REMOVAL OF SHORES ACI 318: 6.2
<br /> -PACKAGING 5.3.3 �FOR SAW) } ADDITIONAL INSPECTION REQUIREMENTS �?F THE QUALITY ASSURANCE PROCEDURES AftE AS FOLLOWS: AND FORMS FROM BEAMS AND - X
<br /> -EXPOSURE CONTROL STRUCTURAL SLABS.
<br />� NO WELDING OVER CRACKED TACK WELDS 0 0 5.18 .�) INSPECTION SHALL BE PERFORMED DIJRING THE PLACEMENT OF THE ANCH01� R�7DS AND OTHER EMBEDR�ENTS '
<br /> SUPPORTING STRUCTURAL STEEL FQR Ct7MPLIANCE iNITH THE CONSTRUCTIQN DOCUMENTS. AS A MINIMUM, THE INSPECT FORMWORK FOR SHAPE, LdCATI(�N
<br /> DIAMETER, GRADE, IYPE AND LENGTH OF THE Af�CHOR ROD OR EMBEDDED ITEM, ANQ THE EXTENT OF THE AND DIMENSIONS C7F THE CONCRE�E - X ACI 318: 6.1.1 -
<br /> ENVIRONMENTAL GONDITIONS EMSEDMENT INTO THE CONCRETE, SHALL BE VERIFIED PRIOR TO THE PLAGEMENT �F CQNCREfE. MEMSER BEIhlG FaRMEa.
<br /> -WIND SPEED WITHIN LIMITS p p �.1�.�
<br /> -PRECIPITATION AND TEMP 5.12.2 B) INSPECT THE FABRICATED STEEL OR EREGTED STEEL FRAME, AS APPRQPRIATE, T� VERIFY C4MPLIANCE WITH THE (A) WHERE APPLICA�LE, SEE ALSO IBC SECTION 1705,11, SPECIAL INSPECTIONS FOR SEISMIC RESISTRNCE. �
<br /> DETAILS SHOWN ON THE GONSTRUCTION D�CUMENTS, SUCH AS BRRCES, STIFFENERS, MEMBER LOCATIQNS AND '
<br /> WPS FOLLOWED: 6.3.3, 6.5.2, 5.5, 5,21 P�OPER APPLICATION OF JOINT OETAILS AT EACH CONNECTION. (B) SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTI£�N SHALL BE INCLUDED IN THE RESEARCH REPORT ,
<br /> -SETTINGS ON WELDING EQUIP. C MATERIAL VERIFICATION OF STRUCTURAL STEEL: FOR THE ANCHOR ICSUED BY AN APPROVED St3URCE IN ACCORDANCE WITH ACI 355.2 OR OTHER
<br /> -TRAVEL SPEED � QUALIFICATION PROG�QJRES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVI�ED, SPECIAL
<br /> -SELECTE[} WELDING MATERIALS � IDENT!FICATION MARKINGS TO CONFORM TO ASTM STAN[3ARDS SPECIFIED IN THE APPROVED CQNSTRUCTIf7N INSPECTION REQUIRE"�lENTS SNALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL ANQ
<br /> -SHIELDED GAS IYPE/FLOW RATE +� 0 � �,�, , SHALL BE APPROVED BY THE BUILQING OFFIGIAL PR14R TO COMMENCEMENT QF THE WORK.
<br /> -PREHEAT APPLIED ��6, ��7 DOu�11ENTS.
<br /> -INTERPASS TEMPERATURE (MIN/MAX} II) MANUFACTURERS' VERTIFIED MILL TEST REPORTS. � � � E�T t.J i V �..J � �lJ ��
<br /> -PROPER POSITIQN {F, V, H, OH}
<br /> j +NELDING TECHNIQUES 6.5.2, 6.5.3, 5,24 D) INSPECTION OF STEEL FRAME JOINT DETAILS FOR C4MPLIANCE WITH APPROVED CUNSTRUCTION DOCUMENTS:
<br /> -INTERPASS AND FINAL CLEANING 5���•1 1. SPECIAL I(�SPECTION FQR SOIL SHALL BE IN ACCORQANCE WITH IBC SECTION 1705.6 AND THE FOLLOWING
<br /> -EACH PASS WITHIN PROFILE LIMITATIQNS 0 0 I) DEfAILS SUCH AS BRACIN� AND STIFFENING. TABLE,
<br /> -EAGN PASS MEETS QUALITY REQUIREMEiVTS II) MEMBERS LOCATIONS � .
<br /> uERIFIGATIC7N AND INSPECTIQN INSPECTION
<br /> III) APPLICATION OF JOINT DEfAILS AT EACH CONNECTION. CONTINUOUS PERIODIC •
<br /> INSPECTION TASKS AFTER WELDING (AISG 360 TABLE N5.4-3} �
<br /> � S T E E� C 0 �1 ST R U �T C� � aT H E R T H A�l VERIFY MATERIALS BELOW FO�TINGS AND SHALLOW FOUNDATIONS ARE _ X
<br /> INSPECTION ADEQUATE TO AGHIEVE THE DESIGN BEARING CAPAGITY.
<br /> I��SPECTION TASKS RFTER WELDING QUALITY QUALITY AWS D1.1/D1.1M STR U CTU RAI_ �TE E I� �� � E�rT lJ I V � / � � � � � � VERIFY EXCAVATI4NS ARE EXTENDED TO PROPER pEPTH AND HAVE �
<br /> CONTROL ASSURANCE REFERENCES � � _
<br /> REACHEp PROPER MATERIAL. }�
<br />� WELDS CLEANED 0 0 5.30.1 PERFORM CLRSSIFICATION AND TESTING OF CQNTROLLED FILL MATERIALS.
<br /> SIZE, LENGTH AND LflCATION QF WELQS P P 6.5.1 VERIFICATION AND INSPECTION INSPECTION REFERENCED - X
<br /> CONTINUOUS PERIflDIC STAN�ARQS
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA MATERIAL VERIFICATI�N OF COLD-F�RMED STEEL aECK: VERIFY USE {�F PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING X _
<br /> 6.5.3
<br /> PLACEMENT AND COMPACTION OF CONTROLLED FILL
<br /> -CRACK PRQHIBITION TABLE 5.1 1 IDENTIFICATION MARKINGS TO CQNFORM TO ASTM
<br /> -WELD/BASE METAL FUSION TABLE 6.1 2 STAt�DARDS SPECIFIED IN TNE APPRCJVED APPLICABLE ASTM FRIt7R TC} PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY
<br /> -CRATER CR�SS SECTI4N TABLE 6.1 3 CONSTRUCTION DOCUM�NTS. x MATERIAL STANQAROS THAT SITE HAS BEEN PREPARED PROPERLY. - X
<br /> -WELp PftOFILES P P TABLE 6.1 4 , 5.24
<br /> -WELD SIZE TABLE 6.1 6
<br /> -UNDERCUT TABLE 6.1 7 MANUFACTURER'S CERTIFI�D TEST REPORTS.
<br /> -POROSITY TABLE 6.1 8 - x
<br /> AftG STRIKES F P �•2� INSPECTION OF W�LDING:
<br /> i
<br /> K-AREA (1) P P -
<br /> COLD-FOR�AED STEEL D�CK
<br /> BACKING REMOVED AND WELD TABS REMOVEQ (IF P P 5.10, 5.31
<br /> REQUIRED} FLOOR AND ROOF D�CK WELDS - �{ AW5 D1.3
<br /> REPAIR ACTIVITIES P P 6.5.3, 5.26 `
<br /> REINFORCING STEEL:
<br /> DOGUMENT ACCEPTANCE OR REJECTION OF p P 6.5.4, 6.5.5
<br /> WELDED JOINT OR MEMBER VERIFICATION QF W�LDABILITY �F
<br /> REINFORCING STE�L OTri�R THA�' ASTM A - �
<br /> WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PREFORMED IN THE 706.
<br /> � K-AREA, VISUALLY I�IPSECT THE WED K-RREA FOR CRACKS WITHIN 3 INCHES OF THE WELD. REINFORCIP�G STEEL RESISTING FLEXURAL AND �
<br /> �
<br /> �; AXIAL �ORCES IN INTERM�DIRTE AND SPECIAL
<br />� � I V � P E l,rT O 1 �J 0 F H G H ST R E I� �T H B 0 TS MOME�lT �AMES, AND BOUNDARY ELEMENTS CF
<br /> � SFECIA� STRUCTURAL W�LS OF C4NCFtETE AND _
<br /> ,�; SHEAR R�hVFORMENT. X AWS �1.4
<br /> i AS A MINIMUM BQLTING INSPECTIOfV TASKS SHALL BE IN ACCQRDANCE WITH TABLES N5.6-1, N5.6-2 AND ��� ��$�
<br /> � NS.B-3. INSPECTION TASKS ARE AS FOLL(7WS: SECTIDN 3.5.2
<br /> �
<br /> ; 0- OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE
<br /> � INSPECTIONS. SHEAR R�INFORC��d��lT X -
<br /> �
<br /> Q P- PERF4RM THESE TASKS FOR EACH BQLTED CONNECTION.
<br /> �
<br /> � OTHER R��NFORCING ST�EL - X
<br /> �
<br />� � ISSUED FC�R �ONSTRUCTION Q
<br /> SYM REYISIOI� BY APPROVED DATE SYM ft�11SIQN BY APPROVED DATE DRAWN DATE SUBTITLE CURftENT REVISION SYMeOL DATE
<br /> ,�j E, A ACCEPTABILITY SERGIYENKO 03.1$.16 ��'�uCTURAL NC?TES -� 03.18.16
<br /> �F�g WAs,p�. THIS DESIGN ai'�JQ/OR CHECKED ,
<br /> � � SPECIFICATION IS APPRflVED PERKINS 03.18.16 SHEE7
<br /> � �' Q � E�G�r�EER TITLE SKYDROL-GLYCOL FACILITY
<br /> ������ APPROVED BY DEPT. DATE PERKINS 03.18,16 ���
<br /> " CHECKED
<br /> � � � � PALMER 03.18.16 CAN{�PY 45'V� 1763fl644
<br /> O 53058 . APPROVED
<br /> �QB NO, COMP N0.
<br /> ��`��O1+IAL���G�
<br /> � APPROVED �TRUCTURAL. MASTER EVERETT, WA �W� No� 45-63-S2a
<br /> a.�8.1 s
<br /> i
<br />
|