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STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING (2015)
<br /> TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS TABLE 2 CONTINUED- REQUIRED STRUCTURAL SPECIAL INSPECTIONS
<br /> INSPECTION INSPECTION
<br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS
<br /> REFERENCE REFERENCE CONTINUOUS I PERIODIC - REFERENCE REFERENCE CONTINUOUSIPERIODIC
<br /> SOILS _ MASONRY-LEVEL B
<br /> VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS VERIFICATION OF SLUMP FLOW AND VISUAL TMS 602:TB 4
<br /> ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING • X STABILITY INDEX(VSI)AS DELIVERED TO THE TMS 602:1.5 B.1.b.3 X
<br /> CAPACITY. PROJECT SITE FOR.SELF-CONSOLIDATING GROUT. .
<br /> VERIFY EXCAVATIONS ARE EXTENDED TO PROPER VERIFICATION OF fm AND fvc PRIOR TO TMS 602:TB 4
<br /> DEPTH AND HAVE REACHED PROPER MATERIAL. X CONSTRUCTION,EXCEPT WHERE SPECIFICALLY 1705.4 TMS 602:1.4 B X
<br /> EXEMPTED BY THE CODE.
<br /> VERIFY COMPLIANCE WITH THE APPROVED TMS 602:TB 4(1) X
<br /> PERFORM CLASSIFICATION AND TESTING OF X SUBMITTALS TMS 602:1.5 .
<br /> COMPACTED FILL MATERIALS. TB 1705.E GEOTECHNICAL BY THE GEOTECHNICAL ENGINEER AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:
<br /> 1705.6 REPORT
<br /> TMS 602:TB 4(2.a)
<br /> - - - - --VERIFY USE OF PROPER MATERIALS,DENSITIES AND -- - - - -- - - - - PROPORTIONS OF SITE-PREPARED MORTAR - - - TMS 602:2.'1.2.6 A X -
<br /> LIFT THICKNESSES DURING PLACEMENT AND X TM8 602:TB 4(2.b) - •
<br /> COMPACTION OF COMPACTED FILL. CONSTRUCTION OF MORTAR JOINTS TMS 602:3.3 B X
<br /> 1705.4
<br /> PRIOR TO PLACEMENT OF COMPACTED FILL, LOCATION OF REINFORCEMENT TMS 602:TB 4(2 d) X - -
<br /> OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X AND CONNECTORS TMS 602:3.4
<br /> BEEN PREPARED PROPERLY. - - - - ----- - - - - - - -.
<br /> VERIFY DURING CONSTRUCTION: . . -
<br /> TYPE,SIZE,AND LOCATION OF ANCHORS, TMS 602:TB 4(4.b)
<br /> INCLUDING OTHER DETAILS OF ANCHORAGE
<br /> ci TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS OF MASONRY TO STRUCTURAL MEMBERS, 1705.4 TMS 402:1.2.1(E) X
<br /> Lti - FRAMES,OR OTHER CONSTRUCTION TMS 402:6.1,4.3,6.2.1
<br /> o INSPECTION
<br /> SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) REMARKS SYSTEM or MATERIAL IBC CODE- CODE
<br /> INSPECTION FREQUENCY(NOTE 8) - REMARKS - -
<br /> ` - REFERENCE REFERENCE CONTINUOUS I PERIODIC -
<br /> _ ..___._. _.._ ....._-... _.-.... __. __ _ .. _____.._ _.. ....:... ... _ .__... ....._ _-______._ ______. REFERENCE REFERENCE OBSERVE (PERFORM
<br /> FABRICATION
<br /> 0 WHERE FABRICATION OF STRUCTURAL - .STEEL
<br /> 0 LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING INSPECTION TASKS PRIOR TO WELDING:, - • -
<br /> PERFORMED ON THE PREMISES OFA FABRICATOR'S WELDING PROCEDURE SPECIFICATIONS(WPSs) -
<br /> E INSPECTION IN FABRICATION SHOP 1704.2.5 SHOP,SPECIAL INSPECTION OF THE FABRICATED AVAILABLE AISC 360:TB N5.4-1 X
<br /> ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS
<br /> m REQUIRED ELSEWHERE IN THE STATEMENT OF MANUFACTURER CERTIFICATIONS FOR WELDING AISC 360:TB N5.4-1 X
<br /> O • SPECIAL INSPECTIONS.REFERENCE SECTION CONSUMABLES AVAILABLE
<br /> CO 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. MATERIAL IDENTIFICATION(TYPE/GRADE) - AISC 360:TB N5.4-1 X
<br /> 0cV CONCRETE
<br /> I TB 1705.3(1) ACI 318 20 WELDER IDENTIFICATION SYSTEM AISC 360:TB N5.4-1 X
<br /> coINSPECTION OF REINFORCING STEEL AND
<br /> 1705.3 ACI 31825.2-25.3 X TOLERANCE AND REINFORCING PLACEMENT PER
<br /> o PLACEMENT 1908.4 ACI 31826.6.1,26.6.3 ACI 31826.6 FIT-UP OF GROOVE WELDS(INCLUDING JOINT
<br /> (VGEOMETRY):JOINT PREPARATION,DIMENSIONS
<br /> INSPECTION OF REINFORCING STEEL WELDING TB 1705.3(2) ACI 318 3.5.2 EXCEPT AS NOTED OTHERWISE (ALIGNMENT,ROOT OPENING,ROOT FACE,BEVEL),
<br /> c 1705.3.1 AWS D1.4,SECTION 7 CLEANLINESS(CONDITION OF STEEL SURFACES), 1705.2 AISC 360:TB N5.4-1 X
<br /> TB 1705.2.2 AWS D1.4 TACKING(TACK WELD QUALITY AND LOCATION),
<br /> V OTHER REINFORCING STEEL (2.b.4) ACI 318 3.5.2 X BACKING TYPE AND FIT(IF APPLICABLE)
<br /> O CONFIGURATION AND FINISH OF ACCESS HOLES AISC 360:TB N5.4-1 X
<br /> WC
<br /> ui INSPECT ANCHORS CAST IN CONCRETE 51A 0-1705 ACI 318 D.9.2 X ALL ANCHORS SHALL BE VISUALLY INSPECTED
<br /> FIT-UP OF FILLET WELDS:DIMENSIONS
<br /> -Op - (ALIGNMENT,GAPS AT ROOT),CLEANLINESS
<br /> INSPECT ANCHORS POST-INSTALLED IN HARDENED (CONDITION OF STEEL SURFACES),TACKING(TACK AISC 360:TB N5.4-1 X
<br /> CONCRETE MEMBERS: WELD QUALITY AND LOCATION),BACKING TYPE
<br /> a AND FIT(IF APPLICABLE)
<br /> ADHESIVE ANCHORS INSTALLED IN •cu
<br /> - -
<br /> HORIZONTALLY OR UPWARDLY INCLINED WAC ICC EVALUATION RPT REFER TO ANCHOR CALLOUTS FOR SUSTAINED CHECK WELDING EQUIPMENT AISC 360:TB N5.4-1
<br /> -o X ORIENTATIONS TO RESIST SUSTAINED TENSION 51-50-1705 ACI 318 17.8.2.4 TENSION(ST)DESIGNATION -
<br /> tV - LOADS. - INSPECTION TASKS DURING WELDING: -•
<br /> In
<br /> UI MECHANICAL ANCHORS AND ADHESIVE ANCHORS WAC ICC EVALUATION RPT X ALL ANCHORS SHALL BE VISUALLY INSPECTED - USE OF QUALIFIED WELDERS - AISC 360:TB N5.4-2 X
<br /> NOT DEFINED ABOVE. 51-50-1705 ACI 31817.2 (NOTE 7)
<br /> U) TB 1705.3(5) CONTROL AND HANDLING OF WELDING AISC 360:TB N5.4-2 X
<br /> CONSUMABLES:PACKAGING,EXPOSURE CONTROL
<br /> a) 1705.3 ACI 318 26.3
<br /> O - VERIFYING USE OF REQUIRED DESIGN MIX. 1904 ACI 318 19 X N0 WELDING OVER CRACKED TACK WELDS AISC 360:TB N5.4-2 X
<br /> Z 1908.2 ACI 318 26.4.3-26.4.4 --
<br /> c o 1908.3 ENVIRONMENTAL CONDITIONS:WIND SPEED AISC 360:TB N5.4-2 X
<br /> Ca) u1 WITHIN LIMITS,PRECIPITATION AND TEMPERATURE
<br /> o PRIOR TO CONCRETE PLACEMENT TO FABRICATE ASTM C 172 WPS FOLLOWED:SETTINGS ON WELDING
<br /> SPECIMENS FOR STRENGTH TEST,PERFORM SLUMP TB 1705.3(6) ASTM C 31 X EQUIPMENT,TRAVEL SPEED,SELECTED WELDING 1705.2
<br /> 0 AND AIR CONTENT TESTS,AND DETERMINE THE 1908.10
<br /> TEMPERATURE OF THE CONCRETE. ACI 318 26.4,26.12 MATERIALS,SHIELDING GAS TYPE/FLOW RATE, AISC 360:TB N5.4-2 X
<br /> i 3 PREHEAT APPLIED,INTERPASS TEMPERATURE
<br /> a; o MAINTAINED(MIN./MAX.),PROPER POSITION(F,V,
<br /> m o, H,OH)
<br /> In /n - WELDING TECHNIQUES:INTERPASS AND FINAL
<br /> o O CLEANING,EACH PASS WITHIN PROFILE AISC 360:TB N5.4-2 X
<br /> LIMITATIONS,EACH PASS MEETS QUALITY
<br /> o 0 REQUIREMENTS
<br /> J INSPECTION TASKS AFTER WELDING:
<br /> Q
<br /> X WELDS CLEANED AISC 360:TB N5.4-3 X
<br /> o O
<br /> 3 m - - SIZE,LENGTH AND LOCATION OF WELDS. AISC 360:TB N5.4-3 X - --- - - -
<br /> N U
<br /> (n CRACKWELDKMEETBISUALACCEPTANCEEALFUSI AISC360:TBN5.43 X- CITY OF EVERETT
<br /> PROHIBITION,WELD/BASE-METAL FUSION,
<br /> CRATER CROSS SECTION,WELD PROFILES,WELD
<br /> iA co SIZE, FOR PERMIT
<br /> SIZE,UNDERCUT,POROSITY 1705.2
<br /> r X
<br /> p ARC STRIKES AISC 360:TB N5.4-3 X
<br /> O (n
<br /> 0)
<br /> REPAIR ACTIVITIES AISC 360:TB N5.4-3 X
<br /> 0 N DOCUMENT ACCEPTANCE OR REJECTION OF0 AISC 360:TB N5.4-3 X
<br /> r WELDED JOINT OR MEMBER
<br /> 01 M _
<br /> I
<br /> N Drawing No:
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<br /> • X No. Dote Revision By Appr. '-'roxAe s�°:`o1v0.1� CDO e 1/5/2017 /1900675 SPECIAL INSPECTIONS of Total
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