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<br /> � STATEMENT �F STRUCTIJRAL SPECIAL INSPECTIONS AND TESTiNG 2012 tCONT`Q3 ' �.
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<br /> TABLE 2 CaNTI�UEi� - REQ�IRED STRUCTURA�. SPECIAL If�SPECTI �3NS � _____.. �
<br /> - TAgLE 3 REQUIRED STRUCTURAL TESTING +�
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<br /> INSPECTION `�
<br /> � � SYSTEM OR MATERIA� F'REQUENCY tNOT� 5) REMARKS TESTING
<br /> � IBC C40E CODE OR STANDARD
<br /> REFERENCE RE�ERENCE CONTINUOUS PERIODiG SYSTEM OR MATERIAI. FR�QUENCY REMARKS
<br /> IBC CODE CODE OR STANDARD
<br /> STEEL REFERENCE REFERENCE CONTiNUOUS PERIODIC
<br /> INSP£CTION TASKS PRIOR TO WELDING� G EO T E C H N I C AL
<br /> WEE.DING PROCEDURE SPECI�ICATIONS (WPSs) AISC 360� TB X FILL IN-PLACE D�NSITY OR VARIES� MINIMUM PER z �
<br /> AVAILABLE 1�15•4-� PREPARED SUBGRADE DENSI�'Y IBC APPENDIX J907.5 X BY THE GEOTECHNICAL �NGINEER o ,
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<br /> MANUFAC�'URER CERTI�'ICATIONS �'OR WELDING AISC 36�� TB X °"
<br /> CONSUMABLES AVAILABLE N5.4-1 VARIES,
<br /> 1705.fi CLASSIFICATION A�1D �
<br /> � - AISC 360� �'B MATERIAL VERI�ICATiON TESTING OF X 8Y THE GEOTECHNICAI. ENGiNE�R �
<br /> , , MA7ERIAL IDENTIFICATION (TYPE/GRADE) N�.4_� X CONTRO�.�.ED �ILL
<br /> � WELDER ID�NTIFICATION SYSTEM AISC 360� TB X MA7ERIALS
<br /> "5�4-� � . CONCRETE
<br /> FIT--ElP �F GR�OVE WEI.OS {INCLUDING JOINT ASTM . C�72 EA 150 CY ONE SET OBTAIN WHEN FRESH CONCR£TE IS �PLACED FOR EACN MIX
<br /> GEOMETRY)� JOINT WREPARATION, DIMENSIONS COMPOSITE SAMPLES
<br /> tALIGNMENT, ROOT OPENiNG, R�OT FACE, AISC 360� TB ACI 318 6.6 PER DAY MIN QESIGN USED
<br /> BEV�I.), CLEANLINESS (CONDITION OF STEEL X
<br /> SURFACES), 1705.2 N5.4-1
<br /> TACKING (TACK WELD QUALITY CONCRETE STRENGTH ASTM C39 2 CYL .- 7 QAYS
<br /> AND LOCA�'ION}. BACKING TYP� AND FIT {IF' 2 CYL -- 28 DAYS -
<br /> APPLICAE3LE) m � •
<br /> CONFIGURA7ION AIVD �INISH OF AGCESS AISC 360= TB CONCRE7E SLUMP ��03 ASTM C143 ONE TEST PER AT POINT OF PLACEMENT �
<br /> ; NOLES N5.4-1 X " 1705.3 COMPOSITE SAMPLE p
<br /> �'IT-UP OF FILLET WELDS� DIMENSIDNS CONCRET� AIR CONTEN7 ASTM C231 ONE TEST PER MIN ONE P�R D.AY Z �
<br /> (ALIGNMENT, GAPS A7 R40T), CLEANLINESS COMPOSITE SAMPLE o
<br /> � AISC 360= TB
<br /> (CONDI�'ION OF Si'EEI. SURFACES) TACKiNG X cn
<br /> � N5.4--1 pNE TEST PER ONE TEST PER HOUR WHEN AIR TEMP FS BELOW 40 DEG �
<br /> � - (TACK WELD QUALITY Ai�lD LOCATION), a
<br /> BACKING TYPE AND FiT tIF APPLICABLE) C4NCRETE TEMPERATURE ASTM C10fi4 `t` > >
<br /> COMPOSITE SAMPLE � OR AB4VE 8�. DEG F � � �w
<br /> CHECK WELDING EQUTPMENT AISC 360: Ts X � MASONRY � Y
<br /> N5.4-1 ASTM C62 � �
<br /> INSPECTION TASKS QURING WELDING� ASTM C216 � �
<br /> USE 0�' Ql1ALIFIED WELDERS AISC 360� TB x EJNIT STRENGTH METH00 2105.2.2.1 AS7M C476 a Z
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<br /> N5.4-2 ASTM C55 �
<br /> CONTR41. A!�!D HANDLING 0� WELQING AISC 360� TB X ASTM C90 �'
<br /> - CONSUMABLES� PACKAGING, EXPOSURE CONTROL N5.4-2 a
<br /> AISC 360� 7B PRISM TEST METHOD 2105.2.2.2 ASTM C13i4 TESTING EVERY �
<br /> NO WELDING OVER CRACKED TACK WEi.QS N�.4_2 X 5,OQ0 SF �
<br /> STEEL
<br /> ' �NVIRONMEiVTAL CONDITIONS� WINO SP�ED WITHIN AISC 360� TB x RT- AWS D1.1 6.16 ' � .
<br /> LiMI7S, PRECIPITATION AND TEMPERATURE N5.4-2 RADIOGRAPNIC (RT) z
<br /> AISC 360 MT- AWS D1.1 6.14.4
<br /> MAGNETIC PARTiCLE (MT) AND g,0 UTw AWS �1.1 6.13 PER DRAWINGS ALL CJP WELOS REQUIRE UT TES7ING o z �
<br /> WPS FOLLOWEO� SETTINGS ON WELDING i7Q5.2 ULTRASONIC (UT) 7ESTING OF WELDS & fi.i4.3 �z�. a
<br /> EQUIPMENT, TRAVEI. SPEED, S�L�CTED
<br /> , WEl.DING MATERIALS, SHIELOING GAS AISC 360� TB X PR�-CONSTRUCTION TESTING OF � EACH SIZE ANQ TYPE
<br /> TYPE/FLOW RATE, PREHEA7 APPLIED, N5.4-2 1705.2.2.1 AWS p1.1 7.7.1 X �
<br /> WELDED STtJDS OF STUD EACH SHI�T w �
<br /> � INTERPASS TEMPERATURE MAFNTAINED � �
<br /> (MIN./MAX.), PROPER P�SITION (F, V, H, OH) �
<br />_ WElDING TECHNIQUES� INT�RPASS AND FINAl. ~
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<br /> � CLEA�lING, EACH PASS WITHiN PROFII.� AISC 360� TB X �
<br /> . � LIMITATIONS, EACH PASS ME�TS QUALITY N5.4-2
<br /> REQUIREMENTS
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<br /> � � INSPECTION TASKS AFTER WELDiNG �
<br /> WELDS CLEANED AISC 364� TB X a m .
<br /> N5.4-3 x �
<br /> � SIZE, LENG7H �NID LOCATION OF' WELDS AiSC 360� TB X
<br /> N5.4-3 � �
<br /> - STATEMENT OF N4N--STRUCTURAL SPECIAL INSPECTIONS AND TESTING ' n
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA�
<br /> CRACK PROHIHITION, WELD/BASE-METAL AISC 360� TB K o �
<br />_ �Ro°��s,wE�R IZESUNDERCIUT� OROSITY 1,05.2 N5.4-3 TABLE N2 - REQUIRED NON-STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE �
<br /> BACKING REMOVED AND WELD TABS REMOVER AtSC 360� TB X I N SP E C T I4 N �o�o�pgs;,�l
<br /> . (IF REQUIRED) N5.4--3 w jti q
<br /> � REPAIR ACTIVITIES AISC 36�� TB X SYSTEM OR MATEF2IAL REFERENCE RE�ERENCE ���Q���CY REMARKS � �.'� � �� �'
<br /> IBC CODE CODE OR STANDARD ti y^ �L�
<br /> N5.4-3 . CONTINUOUS PERIODIC
<br /> DflGUMENT ACCEPTANCE 4R REJECTION OF AISC 360� TB X ELECTRICAL ,, �, �
<br /> WE(�DED J4INT OR MEMBER N5.4-3 A �' UO3&475 � � � •
<br /> A3dCHORAGE OF' ELECTRICA! EQUiPMENT FOR 1704.3.2 X °�' r�kA� rti��`' ���
<br /> CO�D—FORMED STEEL FRAMING �M�Rc��vcY oR sT�ntaBY PowER sYs-rEMs ��as.��.s s NG
<br /> INSTALLAi'ION OF VIBRATION ISOLATIOiV SYSTEMS IQxal. � t�5
<br /> MATERIAL VERIFICA�'I4N OF W�l.D �ILLER ME�ALS X MA1�iUFACTt�RER'S CERTIFI�D TEST REPOftTS IN STRIJCTURES ASSiGNED TO SDC C, D, E OR F SEISMiC RESTRAIIVT OF ELECTRICAI. q�t
<br /> 1705.2.2.1.1 WHERE THE CONS7RUCTION DOCUMENTS REQUIRE A 1705.11.8 C4MPONENTS IS A CONTRACTOR
<br /> VERIFYING USE 0� PROPER WPS'S 17�5.2.2.1 AWS D1.3 S�CTION 7 X COPY OF WEl.DING PRaC�DURE SPECIFICATIONS NOMINAL CLEARAfdCE OF 0.25 INCHES OR LESS 1705.11.$ X RESPONSiBILITY AND IS LISTEO HERE FOR
<br /> VERIF'YING WELDER QUALIFICATIONS X COPY OF QUA�IFICATION CARDS ��SW�E���THE EQUIf'MENT SUPPORT FRAME AtdD �OR FURTHER�NFORMAT ON NCE �LECTRICAL SNOHOMISH COUNTY
<br /> WELDED FRAMiNG CONN�CTIONS AWS D1.3 SECTION 7 X ALI. WELDS VISUALLY INSPECTED PER AWS D1.3 7.1 INgTAI.LATION OF OTHER SEISMIC 5UPPORTS �OR Q D
<br /> � V£RIFICATI4N OF DETAI�.S, MEMBERS, BRACING AWS Di.4 SECTION 7 X LOAD B�ARING AND EXTERIOR WALL FRAMING OESIGNATEa ELECTRICAL SYSTEMS AND TMEIR i705.11.6 X
<br /> . A�lD S7IFFENERS COMPOIVENTS PUBLIC UTILITY DIS7RiCT Ha i
<br /> PROCESS MECHANICA�
<br /> INSTAl.LATI4N AND ANCHORAGE OF PIPIfVG SYSTEMS q�04.3.2 WO 354046
<br /> � TABLE 2A -- REQUIRED STRUCTURAL SPECiAL INSPECTIONS F"OR SEISMIC RESISTANCE DESIGNED TO CARRY HAZARDOUS MATERIAL5 AiVD ��05.��.s x � �
<br /> ASSOCIATEO MECHAI�ICAI. UNITS SEISMIC RESTRAiNT OF PROCESS TASK
<br /> INSPECTION - INSTALLATION OF EQUIPMENT USING COMBUSTIBl.E MECHANiCAL COMPONEkVTS iS A CONTRACT4R '
<br /> ENERGY SOURCES 1705.11.4 X RESP4NSTBII.ITY AND IS LISTED HERE FOR
<br /> FREQUENCY (NOTE 5) INFORMATiON ONL.Y. REFERENCE MECHANICAI. SCALE NONE
<br /> SYSTEM OR MATERIAL IBC COOE CODE OR STANDARD REMARKS INSTAI.LATION OF OTH�R SEISMIC SUPPORTS FOR � F'OR FURTNER INFORMAl'ION.
<br /> REFERENCE REFERENC� DESIGNATED MECHANICAL SY57EMS AI�1D THEIR 1705.1'!.4 X DFTR KPFF/DMD
<br /> CON�INUOUS PERIODIC COMPONENTS
<br /> GENERAL BUILDING MECHANICAL cH�R �os
<br /> � REFERENCE GENERAL STRUCTURAI. NOTES F4R I����-�-A7I�N AfVD ANCHORAGE OF HVAC DUCTWORK 1704.3.2 X
<br /> � SEISMIC FORCE-RESISTING 5YSTEMS (5FRS) IN DESIGNEp TO CARRY HAZARDOUS MATERIALS 1705.11.6
<br /> � STRUCTURES ASSIGNED TO SEISMIC DESIGN x OUT[,INE 0�' SFRS SYSTEM. RE�ERENCE TABLE INSTAl..LATION OF FIRE PROTECTION SPRINKLER ENGR JPB
<br /> 2A FOR MAT£RIAL SPECI�`TC INSPECTION 1705.11 X
<br /> CATEGORY e, D, E �R F i704.3.2 REQUIR�MENTS. SYSTEM
<br /> 1705.11 INSTAI.LATION C}�' EQIJIPMEIVT USING COMBUSTIBE.E i705,i1.4 X APVD /�I�s
<br /> DESIGNAT�D SEISMIC SYSTEMS (SECONDARY) IN REFERENCE TAB�E N1 AND N2 FOR ENERGY S4URCES SEiSMIC RESTRAINT OF BUI�OING
<br /> STRUCTURES ASSIGNED 70 SEISMIC OESIGN X INSPECTION REQUIREMENTS INSTALLATION OF OTHER SEISMIC SUPPORTS FOR MECHANICAI._ COMPONENTS IS A CONi'RACTOR
<br /> CATEGORY C, D, E OR F DESIGNATED MECHANiCAL SYSTEMS AND THEIR 1705.'I1.4 X RESPONSIBILITY AND iS LISTED HERE FOR DATE !0�Zd � f� � :
<br /> INFORMATION ONLY. REF'ERENCE MECHANICAL � � �
<br /> COLD—FORMED STEEL FRAMING C4MPONENTS FOR FURTH�R TNFORMATION. o � � .
<br /> WELDED CONNECTIONS �OR DIAPHRAGM AWS D1.3 SECTION x AI..L WELDS VISUAE.LY INSP�CTEC? PER AWS I{VSTALLATION OF VISRATION ISOLATION SYS7£MS �
<br /> ATTACHMENT, DIAPNRAGM CHORDS, COLLECTORS, � p� 3 7 � IiV STftUCTURES ASSIGNED �'0 SDC C, D, E OR F p
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<br /> . AtdD BRACING 17�5.�1.3 OMINAL. CLEARAI�lCE OFI ON25�iNCHES7 0R�ESS� A 1705.11.6 X BE V E RL Y P/�� Q
<br /> CONNECTiONS FOR OIAf'HRAGM ATTACHMENT, X ALI. C4NNECTIONS VISUALLY INSPECTED BETWEEN TME EQUIPMENT SUPPORT �RAME AND SUBSTAT�ON �
<br /> DiAPHRAGM CHORDS, COLI.ECTORS AND BRACING RESTRAIt�T o
<br /> , CONTROL BUI�.DING C .
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