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<br /> STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING
<br /> D
<br /> TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INSPECTION
<br /> SYSTEM OR MATERIAL BC CODE LODE OR STANDARD FREQl1ENCV (NOTE 8) REMARKS �
<br /> INSPECTION REFERENCE REFERENCE OBSERVE PERFORM , ♦
<br /> SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY (NOTE 6) REMARKS STEEL i
<br /> REFERENCE REFERENCE CONTINUOUS PERIODIC INSPECtIONTASKSPRIORTOWELDING: �
<br /> SOILS WELOING PROCEDURE SPEQFICATIONS x
<br /> VERIFV MATERIALS BELOW SHALLOW (WPS) AVAILABLE
<br /> FOUNDATIONSAREAOEQUATETOACHIEVETHE - X MANUFACTURERCERTIFICATIONSFOR
<br /> DESIGN BEARING CAPACIN. WELDING CONSUMABLES AVAILABLE X
<br /> VERIFVEXGAVATIONSAREEXTENDEDTO MATERIALIDENTIFlCATION (TYPE/GRADE) X - -
<br /> PROPER DEPTH AND HAVE REACHE� PROPER - X WELDER IDENTIFICATION SVSTEM X -
<br /> MATERIAL.
<br /> FIT-UP OF GROOVE WELDS QNCLUDING �
<br /> PERFORM CLASSIFICATION AND TESTING OF TB 1705.6 JOINT GWMETRV): JOINT PREPARATION,
<br /> COMPACTED FILL MATERIALS. 1705.6 EXIST DR4WING5 - X BY THE OWNERS REPRESENTATIVE DIMENSIONS (ALIGNMENT, ROOT OPENING,
<br /> VERIFV USE OF PROPER MATERIALS, DENSITIES ROOT FACE, BEVEL�, CLEANLWESS x
<br /> AND LIFT THICKNESSES DURING PLACEMENT X - (CONDITION OF STEEL SURFACES),
<br /> TACKING (TACKWELDQUALITVAND 7 isoiFiannvenue,sm�eisoo
<br /> ANO COMPACTION OF COMPACTED FILL AISC 360: TB N5.4-1
<br /> LOCATION), BACKING TVPE AND FIT (IF '17052 qISC 360: N5.4 1 5¢attle,Wf�98101
<br /> PftIOR TO PLACEMENT OF COMPACTED FILL, APPLICABLE) 1 1�szs �ii �
<br /> MSPECT SUBGR4DE AND VERIFV THAT SITE HAS - X toa.�m
<br /> BEEN PREPARED PROPERLY. CONFIGURATION AND FINISH OF ACCESS X
<br /> HOLES
<br /> FIT-UP OF FILLET WELDS: DIMENSIONS
<br /> TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS `""�"""E"T, �"PS "TR°°T,. � •
<br /> CLEANLINESS (CONDITION OF STEEL
<br /> SURFACES), TACKING (TACK WELD x
<br /> INSPELTION pUALITV AND LOCATION), BACKING TVPE N P - �
<br /> SVSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY (NOlE 6) REMARKS AND FIT QF APPLICABLE) r��,04 °q'`N/p�'��.
<br /> � I REFERENCE REFERENCE CONTINUOUS PERIODIC � 5 �
<br /> i
<br /> FABRICATION CHECK WELDING EQUIPMENT - - FABRICATOR OR ERECTOR SHALL OBSERVE
<br /> W HERE FABRICATION OF STRUCTURAL, INSPECTION TASKS DURING WELDING: '"�, ooxav5 v``p `��
<br /> USE OF �UALIFIED WELDERS X - °T c�� �F'
<br /> MOEMBERSO�RASOEMBEESISBENGESISTING CONTROLANDHANDLINGOFWELDING es��G^� �£NG� 1�9
<br /> �
<br /> PERFORMED ON THE PREMISES OF A CONSUMABLES: PACKAGING, EXPOSIIRE X - - p��'
<br /> INSPECTION W FABRICATION SHOP �7pq.p.5 _ _ �iFABRICATOR'S SHOP, SPECIAL INSPECTION OF CONTROL
<br /> THE FABRICATED ITEMS SHALL BE AS • • • � •
<br /> REQUIRED BV TABLE 2 AND AS REQUIRED NO WELDING OVER CRACKED TACK W ELD X - -
<br /> ELSEWHERE IN THE STATEMENT OF SPECIAL
<br /> INSPECTIONS. REFERENCE SECTION 170425.1 ENVIRONMENTAL CONDITIONS: WIND W arehouse
<br /> FOR APPROVED FABRICATOR EXCEPTION. SPEED W ITHIN LIMITS, PRECIPITATION AND X - -
<br /> TEMPER4TURE Bathroom Expansion
<br /> CONCRETE ��os z AISC 360: TB N5.4-2
<br /> WPS FOLLOWED: SETTINGS ON WELDING AISC 360: N5.4
<br /> EQUIPMENT, TRAVEL SPEED, SELECTED FOR
<br /> INSPECT REWFORCEMENT, INCLUDWG TB 1705.3(1) ACI3'18: 20, 252-25.3, WELOING MATERIALS, SHIELDING GAS
<br /> EMBEDMENTS AND PRESTRESSING TENDONS, 1705.3 26.6.1-2s,6.3, 26.8, _ X TOLERANCE AND REINFORqNG PLACEMENT rypE/ROW R4TE, PREHEAT APPLIE�, X " -
<br /> ANDVEPoFVPLACEMENT. 1908A 26.t3.3 PERACI318: 26.6 WTERPASSTEMPER4TUREMAINTAINED Teague/ Boeing
<br /> (MIN./MAX.), PROPER POSITION (F, V, H, OH
<br /> INSPECTANCHORSCASTINCONCRETE WAC51-50-1705ACI31817.82 - X ALLANCHORSSHALLBEVISUALLVINSPECTED WELDWGTECHNIQUES: WTERPASSAND
<br /> INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS: FINAL QEANING, EACH PA55 WITHIN X _ AT
<br /> PROFlLE LIMITATIONS, EACH PASS MEETS
<br /> ADHESIVE ANCHORS INSTALLED IN ACI 355.4 pUALITV REQUIREMENTS 6000 - 23rd Drive West
<br /> ICCIIAPMO
<br /> HORRONTALLY OR UPWARDLY INCLINED REFER TO ANCHOR CALLOUTS FOR INSPECTION TASKS AFTER WELDING:
<br /> ORIENTATIONS TO RESIST SUSTAINED TB 1705.3 (4.a) EVALUATION REPOR X ' SUSTAINED TENSION (ST) DESIGNATION Everett, Wa 98206
<br /> TENSION LOADS. AGI 318: 17.82.4, WELDS CLEANE� X - -
<br /> 26.13.3 SIZE, LENGTH AND LOCATION OF W ELDS X
<br /> ACI 355.4 WELDS MEET VISUALACCEPTANCE
<br /> ICCIIAPMO CRITERIA: CRAGKPROHIBITION, PERMIT SET
<br /> MECHANICAL ANCHORS AND ADHESNE TB 1705.3 (4 b) EVALUATION REPOR - x ALL ANCHORS SHALL BE VISUALLV INSPECTEO WELD/BASE-METAL FUSION, CRATER - X ' OH�Z��ZO� 7 g
<br /> e ANCHORS NOT DEFINED ABOVE. pC1 318: 17.82, (NOTE 7) CROSS SECTION. W ELD PROPILES. WELD
<br /> 26.13.3 SIZE, UNDERCUT, POROSITV
<br /> ���5 z AISC 360: TB N54-3 This tlrawirg is:
<br /> ARC STRIKES AISC 360: N5.4 X - 1. CopYright 201] Dykeman, Inc.
<br /> TB 1705.3(5) K-AREA X 2 The Architeq's Instmmen� of Pmfessional Service.
<br /> 1705.3 pC1318: 19,
<br /> VERIFY USE OF RE�UIRED DESIGN MIX. 1904 - X - BACKING REMOVED AND WELD TABS 3. Por use on ihls proiad only. Obtain Arohitecfs
<br /> 79082 26.4.32fi.4.4, 26.13.3 REMOVEDQFREDUIRED) ' X - writtenpertnissionforanyo�heruseorrepmduc�ion.
<br /> 19083 REPAIR ACTIVITIES X • • �
<br /> PRIOR TO CONCRETE PLACEMENT, FABRICATE DOCUMENT ACCEPTANCE OR REJECTION X
<br /> SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C 172 Of WELDED JOINT OR MEMBER 2017-013
<br /> SLUMP AND AIR CONTENT TESTS, AND TB ���5.3(6) pSTM C 31 X - -
<br /> ' DETERMWETHETEMPERATUREOFTHE t908'10 ACI318: 26.4, 26.12
<br /> CONCRETE.
<br /> •
<br /> VERIFY CURING METHOD AND DUR4TION OF _ qCl 31& 26.133.3(b) - X - MARK DATE DESCRIPiION
<br /> CURING FOR EACH MEMBER.
<br /> VERIFYMAINTENANCEOFSPECIFIEDCURING �705353(8) ACI318: 26.5.3-2fi.5.5, X
<br /> TEMPERATUREANDTECHNIQUES. 19089 26.13.3
<br /> • ' •
<br /> PRINCIPAL IN CHARGE:I -
<br /> PROJECT MANAGER: � -
<br /> PROJECT ARCHITECT: � -
<br /> JOB CAPTAIN'. � -
<br /> A A
<br /> � - .
<br /> • STATEMENT OF
<br /> ,i
<br /> SPECIAL INSPECTIONS
<br /> i , . .
<br /> 1
<br /> NOT FOR CONSTRUCTION
<br /> � 2 3 4 5
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