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<br /> �1 S P E CT I 0 �l 0 F UU E�D N G INSPECTION TASKS PRIQR TO BQLTING {AISC 36Q TABLE N5.6-1) � � P E CT I � � � � ��J I V � � ET E C\.J 1 V �T I \ �.1 `✓T I \..J � : .
<br /> ,-.;,. .
<br /> AS A MINIMUM WELDING INSPECTION TASKS SHALL BE IN ACCORaANCE WITH TABLES N5,4-1, N5.4-2 AND 1. SPECIAL INSPECTION FOR COP�lCRETE GQNSTftUGTION SHALL BE IN ACCQR�ANCE WITH IBC SEGTION 17Q5.3 AND � `� �
<br /> N5.4-3. INSPECTION TASKS ARE AS FOLLOWS: INSPECTION THE FQLL4WING TABLE.
<br /> IN5PECTION TRSK5 PRIQR TO BOLTING QUALITY QUALITY
<br /> 0- OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NDT BE DELAYED PENDING THESE CONTROL ASSURANCE '
<br /> INSPECTIONS. INSPECTION REFERENCED IBC
<br /> MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS Q p VERIFICATION AND INSPECTION CONTINUflIJS PERIODIC STANDARD (A) REFERENCE
<br /> P- PERFORM THESE TASKS FOR EAGH WELDED JOINT OC� MEMBER. "
<br /> r
<br /> FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS Q p IN5PECTI0�1 OF REINFORGING STEEL, AGI 318: 3.5, 1g10.4
<br /> INSPECTION TASKS PRIOR TO WELDING (RISC 36Q TABLE N5.4-1) INCLUDING PRESTRESSING STEEL, ANa - X �.� _ �,7
<br /> � PROPER FASTENERS SELECTED FOR THE JOINT DETAIL {GRAaE, TYPE, BQLT PLACEMENT.
<br /> � INSPEGTIQN LENGTH IF THREAQS ARE TO BE EXCLUQED FR�M SHEAR PLANE
<br /> N AWS Q1.1 D1.1 M ) � Q AWS D1.4
<br /> � INSPECTION TASK PRIOR TO WELQING QUALITY QUALITY � I�lSPECTI�IN OF REINFORCING STEEL _ _ _
<br /> � CqNTRflL ASSURANCE �EFERENCES PRflPER BOLTI�IG PRQCEDURE SELECTED F4R JOINT DETAIL p � WELDIiVG IN ACCORDANCE WITH TABLE .
<br /> � 1705.22 ITEM 2b. ACI 318: 3.5.2
<br /> � WELDING PROCEDURE SPECIFICATIO�lS P P 6.3 CQNNECTED ELEMENTS, INCLUDING THE A�PROPRIATE FAYING SURFACE WSPECTION QF RNCHORS CRST IN
<br /> r (WPSs) AVAILABLE CC�NDITION AND HOLE PREPARATION> IF SpECIFIEp, MEET APPLICABLE 4 � CONCRETE WHERE ALLOWABLE LCIADS HAVE ACI 318 - 190$.5,
<br /> o REQIJIREMENTS - X
<br /> BEEN INCREASED OR WHERE STRENGTH 8.1.3, 21,2,8 1909.1
<br /> � MANUFACTURER CERTIFICATIONS FOR WELDING P � �•2 PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERS(}NNEL DESIGN IS USED. �
<br /> w CONSUMABLES AVAILABLE OBSERVED AND DOCUh�ENTEO FOR FASTENER ASSEMBLIES AND METHODS USED P Q
<br /> � MATERIAL IDENTIFICATION TYPE GftAQE) p p �.� INSPECTION QF ANCHQ�S _ ACI 318- 1��� �
<br /> � f POST-INSTALLEQ IN HARDENED COI�CRETE X 3,g,�� g,�,3,
<br /> WELDER IDENTIFICATION SYSTEM (1) 0 0 6.4 PROPER STORAGE PROVIDED FOR BQLi�S, NUTS, WASHERS AND 4THER Q O MEMBERS {B). 2�,2,g
<br /> FASTE�IER COMPQNENTS 1904.2,
<br /> FIT-UP GROOVE WELDS (INCLUDWG VERIFYING U5E OF REQUIRED _ X ACI �18: CH. 4, �g��.2
<br /> JOINT GEOMEfRY) INSPECTION TASKS DURING BOLTING (AISG 360 TABLE N5.6-2� " DESIGN MIX. 5.2 - 5.4 191 Q.3
<br /> -JOINT PREPARATION 6,5.2
<br /> -DIMENSIONS {ALIGNMENT, ROOT OPENING, ROOT �,22 AT THE TIME FRESH CQNCREfE IS �
<br /> FACE, BEVEL} a � 5.15 INSPECTION SAMPLED TO FABRICATE SPECIMENS FOft ASTM C 172
<br /> -CLEANLINESS (CONDITION OF SURFACES� �•�8 INSPECTION TASKS DURING BOLTI�IG STRENGTH TESTS PERF�RM SLUMP AND ASTM C �1 "
<br /> -TACKING (QUALITY AND LOCATION) 5.10, 5.22.1.1 QUALITY 4UALITY AIR C�3NTENT TESTS, AND DETERMINE THE X ACI 318: 5.6, ����`��
<br /> -BACKING TYPE AND FIT (IF APPLICABLE) CONTROL ASSURANCE TEMPERATURE OF THE CONCRETE. 5�$
<br /> � CONFIGURATION AND FINISH OF FASTENEI� ASSEMBLIES, OF SUITABLE GONDITIClN, PLACED IN ALL HOLES AND � Q �
<br /> Y ACCESS HOLES Q 0 6.5.2, 5.17, AISC J1.6 Wq�HERS (IF REQUIRED) ARE POSITI�NED AS REQUIRED
<br /> INSPEGTION flF CONCRETE AND SHOTCRETE �g�(},�
<br /> �. ACI 318: 5.9, '
<br /> FIT-UP OF FILLET WELDS JQINT BROUGHT TO THE SNUG-TIGHT GQNDITION PRIQR Tt� THE PREfENSIONING � Q PLACEMENT FOR PROPER X - � �� 191 a.7,
<br /> � -DIMENSIONS (ALIGNMENT, GAPS AT RO�T) d Q �•�2�1 OPERATION APPLICATIQN TECHNIQUES. 1910.8
<br /> � -CLEANLINESS CONDITION OF SURFACES 5.15
<br /> -TACKING (QUALITY AND LOCATION) } �'�� ROTATING ���p��ENT NOT TURNED �Y THE WRENCH PREVENTED FRQM p 0 INSPECTIt��J FOR MAINTENANCE ACI 318:
<br /> QF SPECIFIED CU�ING - X � �� _ 191Q.9
<br /> CHECK WELDING EQUIPMENT 0 - 6.2, 5•11 FASTENERS ARE PREfENSIQNED IN ACCOROAN(:E WITH THE RCSC SPEGIFICATION, TEMPERATURE AND TEGHNIC3UES. 5.13 : `-
<br /> PRQGRESSING SYSTEMATICALLY FROM THE MOST RIGID P�INT TQWARD THE FREE d � �"�
<br /> THE FABRICATOR OR ERECTOR, AS APPLICABLE, �HALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS EDGES ERECTI{�N QF PREG,4ST CONCRETE MEMBERS - ,
<br /> WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STf�MPS, IF USED, SHALL BE THE LQW-STRESS TYPE. - X ACI 3i8: CH. 16
<br /> IN5PECTION TASKS AFTER BOLTING (AISC 360 TABLE N5.6-3) INSPECTI�N OF PF2ESTRESSED ,
<br /> INSPECTION TASKS DURING WELDING (AISC 360 TABLE N5.4-2) CONCRETE: �
<br /> INSPECTI�N A. APPLICATION OF PRESTRESSING FORCES X ACI 318: i8.20
<br /> INSPECTION UERIFICATIQN A�lD INSPECTION QUALIIY QUALITY -
<br /> INSPECTION TASK DURING WELDING QUALITl' QUALIT`( AWS �1.1/D1.1M CONTRUL ASSURANCE GRC?UTING OF B4NDED PRESTRESSING
<br /> REFERENCES B, TENDONS IN THE SEISMIC X ACI 318: 18.1$.4
<br /> CONTROL ASSURANCE D�GUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS � p FORECE-RESISTING SYSTEM.
<br /> USE OF QUALIFIED WELDERS 0 0 6.4
<br /> CONTROL AND HANDLING OF WELDING 6,2 OTH E R STR U �T�J RA� STE E� I V � P EI�T � ! �J T�1� f\� ' , �
<br /> C O N S U M A B L E S 5.3,1 VERIFICATION QF IN-SITU CG�NCREfE ,_ �
<br /> 4 p 5.3.2 FOR SMAW , STRENGTH PRIOR TO REMOVAL OF SHOftES ACI 318: 6.2 -
<br /> -PACKAGING 5,3.3 �FOR SAW) � ADDITIONAL INSPECTION REQUIREMENTS (?F THE QUALITY ASSURANCE PROCEDURES ARE AS FOLLQWS: AND FORMS FRflM BEAMS AND - X
<br /> -EXPOSURE CONTROL STRUCTURAL SLABS.
<br /> A) INSPECTION SHALL BE PERFORMED QURING THE PLACEMENT OF THE ANCHOR RODS AND OTHER EMBED�ENTS .
<br /> NO WELDING OVER CRACKED TACK WELDS 0 � 5.18 SUPPQRTING STRUCTUftAL STEEL FOR COMPLIANCE WITH THE CaNSTRUCTION DOCUMENTS. AS A MINIMUM, THE INSPEGT FORMWORK FOR SHAPE, LOCATI�N
<br /> DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ROD OR EMBEODED ITEM, AND THE EXTENT OF THE AND DIMENSIQNS OF THE GONCREfE - X ��� ���� �•j•� -
<br /> ENVIRONMENTAL CONDITIONS EMBEDMENT INTO THE CONCRETE, SHALL 8E VERIFIED PRIOR TO THE PLA�EMENT OF CONCREfE. MEMBER BEING FQRME�.
<br /> -WIND SPEED WITHIN LIMITS o Q 5,12.�
<br /> -PRECIPITATION AND TEMP 5.12.2 B) INSPECT THE FABRICATED STEEL �R ERECTED STEEL FRAME, AS APPROPRIATE, TO VERIFY C4MPLIANCE WITH THE (A} WHERE APPLICABLE, SEE ALSO IBC SECTION 1705.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
<br /> DETAILS SHOWN ON THE CONSTRUCTION (30CUMENTS, SUCN AS BRACES, STIFFENERS, MEMBER LOCATIQNS AND
<br /> WPS FOLLOWED: 6,3.3, 6.5.2, 5,5, 5.2i PROPER APPLICATION OF JOINT QETAILS AT EA�H CONNECTION. (B) SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIQN SHALL BE INCLUDED IN THE RESEARGH REPC?RT
<br /> -SEi-iINGS ON WELDING EQUIP, ' FOR THE ANCHdR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR OTHER
<br /> -TRAVEL SPEED C} MATERIAL VERIFICATION OF STRUCTt�RAL STEEL: QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NQT PROVIDEQ, SPECIAL
<br /> -SELECTED WELDING MATERIALS � IDENTIFICATION MARKINGS TO CONFQRM TO ASTM STAN�ARDS SPECIFIED IN THE APPROVED CQNSTRUCTION ' INSPECTIQN REQUIRFMENTS SHRLL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND �
<br /> -SHIELDED GAS ?YPE/FLOW RATE Q 0 � SHALL BE AFPRQV�I? BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
<br /> -PREHEAT APPLIED 5.6, 5.7 DaCUMEPJTS.
<br /> -INTERPASS TEMPERATURE (MIN/MAX) II) MANUFACTURERS' VERTIFIED MILL TEST REPORTS.
<br /> -PRUPER POSITION (F, V, H, OH} �l S P E�T � N � F S� � •
<br /> WELDING TECHNIQUES 6.5.2, 6.5.3, 5,24 D) INSPECTION OF STEEL FRAME JUINT DETAILS FOR COMPLIANCE WITH APPRQVED CONSTRUCTION QOCUMENTS: •
<br /> -INTERPASS AND FINAL CLEANING �•3Q•1 1. SPECIAL INSf'ECTIt}N FpR SOIL SHALL 8E IN ACCORDANCE WITH IBC SECTION 1705.6 AND THE FOLL(�WING
<br /> -EACH PASS WITHIN PROFILE LIMITATIONS � d �) DETAILS SUCH RS BRACI�IG AND STIFFENING. TABLE. '
<br /> -EACH PASS MEETS QUALITY REQUIREMENTS II) MEMBERS LOCATIONS
<br /> INSPECTION
<br /> III) APPLIGATION OF JOINT DETAILS RT EACH CONNECTION. VERIFICATION AND INSPEGTION CONTINUOUS PERIOQIC
<br /> INSPECTION TASKS AFTER WELDING (AISG 360 TABLE N5,4-3)
<br /> �T E E L �Q I V ST R lJ �T � ! V L.1T H E R T H�I V VERIFY MATERIALS BELOW FOOTINGS AND SHALLOW FOUNDATIONS ARE _ X .
<br /> ADEQUATE TU ACHIEVE THE DESIG�1 BEARING CAPACITY.
<br /> INSPECTI(}fJ � �
<br /> INSPECTION TASKS A�iER WELDING QUALITY QUALITY A��EFERENC�ES�M S T R U CT U R A� ST E E� I �� � E�T � � � /� � �} ' � , � VERIFY EKCAVATIONS ARE EXTENDEp TO PROPER DEPTH AND HAVE _ °
<br /> CONTR�L ASSURANCE � REACHEp PRQPER MATERIAL. X
<br /> WELDS CLEANED E� � 5.30.1 � '
<br /> PERFQRM CL45SIFICATICIN AND TESTING OF CONTROLLEp FILL MATERIALS. � -
<br /> SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1 VERIFICATION AND INSPECTION INSPECTIt�N REFERENCED -
<br /> Ct}NTINUOUS PERIQDIC STANpARD5 =
<br /> WELDS MEET VISUAL ACCEPTANCE GRITERIA �IATERIAL VERIFICATION OF COLD-FQRMED STEEL DECK: VERIFY USE OF PRQPER MATERIALS, DE�lSITIES AND LIfT THICKNESSES DU�ING X _
<br /> � 6.5.3 PLACEMENT AND C4MPA�TIQN OF CONTRQLLED FILL.
<br /> -CRACK PROHIBITION TABLE 6.1 1 IDENTIFICATION MARKING5 TO CQfJFORM TO ASTM
<br /> -WELD/BASE METAL FUSION TABLE 6.1 2 STANDARDS SPECIFIED IN THE APPROVED _ X A�'PLICABLE ASTM PRIOR TO PLACEME�JT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY _ X
<br /> -CRATER CROSS SECTION TABLE 6.1 3 CONSTRUCTION DOCUMENTS. MATERIAL STANDAROS THAT SITE HAS BEEN PREPARED PROPERLY.
<br /> -WELD PROFILES P P TABLE 6.1 4 , 5.24 :
<br /> -WELD SIZE TABLE 6.1 6 ��
<br /> -UNDERCUT TABLE 6.1 7 MANUFACTURER'S CERTIFIED TEST REPORTS. `
<br /> ,:y,:
<br /> -POROSITY TABLE 6.1 8 - X
<br /> ARC STRIKES �' �' 5•�� INSPECTIQN OF WELDING. '
<br /> K-AREA (1) P �' COL�-FORMED STEEL DECK
<br /> BACKING REMOVED AND WELD TABS REMOVED (IF P P 5.10, 5.31 qW� p�,3
<br /> REQUIRED) FL4�R AND ROOF DECK WELDS - X
<br /> REPAIR ACTIVITIES P P 6.5.3, 5.26 REINF4RCING STEEL:
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF p P 6.5.4, 6.5.5
<br /> WELDED JOINT OR MEMBER VERIFICATION QF WELDABILITY QF :
<br /> REINFORCING STEEL OTHER THAN A5TM A - X
<br /> WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HA5 BEEN PREFORMED IN THE ���` { �`$ °
<br /> � K-AREA, VISUALLY INPSECT THE WED K-AREA FOR CRACKS WITHIN 3 INGHES OF THE WELD. REINFORCING STEEL RESISTING FLEXURAL ANC�
<br /> � . ,
<br /> �; AXIAL FORCES IN INTERMEDIATE AND 5PECIAL ,
<br /> `� N S P E�T I 0 �1 0 F H G H ST R E f� GT H L>�.J �T� MOMENT FRAMES, AND BflUNDARY ELEMENTS OF
<br /> ; SPECIAL STRUGTURAL WALLS OF CO�JCRETE AND _
<br /> ,�, � SHEAR REINFORMENT. � AWS D1.4
<br /> i AS A MINIMUM 80LTING INSPECTION TASKS SHALL BE IN ACGQRQANCE WITH TABLES N�.6-1, N5.6-2 AND SECTION� 3.5.2 '
<br /> o N5.6-3. INSPECTION TASKS ARE AS FOLLt�'vVS:
<br /> �
<br /> Q 0- OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE
<br /> i INSPECTIONS. SHEAR REINFORCEMENT X -
<br /> �
<br /> o P- PERFORM THESE TASKS FOR EACH BOLTED= CONNECTI(3N. � �
<br /> � ;..,
<br /> � QTHER REWFORCING STEEL - X #' ,
<br /> v
<br /> � ISSUED FOR C�N�TRl1CTIC�N ° . �
<br /> DRAWN DATE SUBTITLE Cl1RRERIT REVISION SYMB4L DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED OATE E p ACCEPTABILITY SERGIYENKO f}3.18.16 STf�IJCTURAL N(�T�S '� 4�'���' �
<br /> �t" g W.�s � THIS DESIGN AND/OR cHECKE�
<br /> � ° �{ PERKINS fl3.18.16 sHEEr
<br /> � �, �o � SPECIFICATI4N IS APPR4VED SKYDROL-GLYCOL FACILITY
<br /> � ENGINEER TITLE
<br /> ������ APPROVEO BY DEPT. DATE PERKINS d3.�8.�6 ��
<br /> CHECKED I�
<br /> . PALMER 03.1$.16 � /� [�,(`�p�/ ,/[� �� .
<br /> i � JOB N�. COMP N0.
<br /> 17630644
<br /> a 53058 ,� APPROVED f"11 V ti„J r' i t �� ��
<br /> ��' ��QI3TSR$�G�' DWG N0. ,
<br /> s`�IOIyAL Q� APPROVEp STRUCTURAL MASTER EVERETT, WA 45-�2-S2a
<br /> 3.18.16
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