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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 Pm AND Pia 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 FILLMATERIALS. TB 1705.6 GEOTECHNICAL BY THE GEOTECHNICAL ENGINEER
<br /> 1705.E REPORT AS MASONRY CONSTRUCTION BEGINS,VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:
<br /> VERIFY USE OF PROPER MATERIALS,DENSITIES AND PROPORTIONS OF SITE-PREPARED MORTAR TMS 602:TB 4(2.a) X
<br /> LIFT THICKNESSES DURING PLACEMENT AND TMS 602:2.1,2.6 A
<br /> X CONSTRUCTION OF MORTAR JOINTS TMS 602:TB 4(2.b) X
<br /> COMPACTION OF COMPACTED FILL. TMS 602:3.3 B
<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 /> 6 TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS OF MASONRY TO STRUCTURAL MEMBERS, 1705.4 TMS 402:1.2.1(E) X
<br /> 0) TMS 402:6.1.4.3,6.2.1
<br /> V FRAMES,OR OTHER CONSTRUCTION
<br /> SYSTEM or MATERIAL INSPECTION REMARKS INSPECTION
<br /> IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) SYSTEM or MATERIAL IBC CODE CODE or STANDARD FREQUENCY(NOTE 8) REMARKS
<br /> o
<br /> REFERENCE REFERENCE CONTINUOUS I PERIODIC
<br /> ro REFERENCE REFERENCE OBSERVE (PERFORM
<br /> D FABRICATION
<br /> •
<br /> 0 WHERE FABRICATION OF STRUCTURAL STEEL
<br /> U LOAD-BEARING MEMBERS AND ASSEMBLIES IS BEING INSPECTION TASKS PRIOR TO WELDING:
<br /> PERFORMED ON THE PREMISES OF A FABRICATOR'S WELDING PROCEDURE SPECIFICATIONS(WPSs)
<br /> INSPECTION IN FABRICATION SHOP 1704.2.5 SHOP,SPECIAL INSPECTION OF THE FABRICATED AVAILABLE AISC 360:TB N5.4-1 X
<br /> EITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS
<br /> o REQUIRED ELSEWHERE IN THE STATEMENT OF MANUFACTURERN AVAILABLE
<br /> FOR WELDING
<br /> SPECIAL INSPECTIONS.REFERENCE SECTION AISC 360:TB N5.4-1 X
<br /> 60 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. MATERIAL IDENTIFICATION(TYPE/GRADE) AISC 360:TB N5.4-1 X
<br /> N CONCRETE
<br /> 0 WELDER IDENTIFICATION SYSTEM AISC 360:TB N5.4-1 X
<br /> I TB 1705.3(1) ACI 31820
<br /> O-) INSPECTION OF REINFORCING STEEL AND TOLERANCE AND REINFORCING PLACEMENT PER
<br /> 1705.3 ACI 318 25.2-25.3 X
<br /> PLACEMENT ACI 318 26.6 FIT-UP OF GROOVE WELDS(INCLUDING JOINT
<br /> 0 1908.4 ACI 318 26.6.1,26.6.3CNI GEOMETRY):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), AISC 360:TB N5.4-1 X
<br /> r 1705.3.1 AWS D1.4,SECTION 7 _ CLEANLINESS(CONDITION OF STEEL SURFACES), 1705.2
<br /> --- - -- -- -_ __- TACKING(TACK WELD QUALITY AND LOCATION),
<br /> OTHER REINFORCING STEEL TB 1705.2.2 AWS D1.4 X BACKING TYPE AND FIT(IF APPLICABLE)
<br /> o
<br /> (2.b.4) ACI 3183.5.2
<br /> 0
<br /> CONFIGURATION AND FINISH OF ACCESS HOLES AISC 360;TB N5.4-1 X
<br /> WAC
<br /> INSPECT ANCHORS CAST IN CONCRETE 51-0-1705 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 /> p CONCRETE MEMBERS: WELD QUALITY AND LOCATION),BACKING TYPE
<br /> d AND FIT(IF APPLICABLE)
<br /> ADHESIVE ANCHORS INSTALLED IN
<br /> HORIZONTALLY OR UPWARDLY INCLINED WAC ICC EVALUATION RPT X REFER TO ANCHOR CALLOUTS FOR SUSTAINED CHECK WELDING EQUIPMENT AISC 360:TB N5.4-1
<br /> 10 ORIENTATIONS TO RESIST SUSTAINED TENSION 51-50-1705 ACI 318 17.8.2.4 TENSION(ST)DESIGNATION
<br /> N LOADS. INSPECTION TASKS DURING WELDING:
<br /> 1n
<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 /> I- NOT DEFINED ABOVE. 51-50-1705 ACI 318 17.2 (NOTE 7)
<br /> In CONTROL AND HANDLING OF WELDING
<br /> TB 1705.3(5) CONSUMABLES:PACKAGING,EXPOSURE CONTROL AISC 360:TB N5.4-2 X
<br /> co
<br /> O 1705.3 ACI 31826.3
<br /> O - VERIFYING USE OF REQUIRED DESIGN MIX. 1904 ACI 318 19 X NO WELDING OVER CRACKED TACK WELDS AISC 360:TB N5.4-2 X
<br /> -E c 1908.2 ACI 31826.4.3-26.4.4 ENVIRONMENTAL CONDITIONS:WIND SPEED
<br /> (j __ 1908.3 - _ _ - WITHIN LIMITS,PRECIPITATION AND TEMPERATURE AISC 360:TB N5.4-2 X
<br /> O PRIOR TO CONCRETE PLACEMENT TO FABRICATE ASTM C 172 WPS FOLLOWED:SETTINGS ON WELDING 1705.2
<br /> SPECIMENS FOR STRENGTH TEST,PERFORM SLUMP TB 1705.3(6) ASTM C 31 X EQUIPMENT,TRAVEL SPEED,SELECTED WELDING
<br /> p
<br /> 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 0 PREHEAT APPLIED,INTERPASS TEMPERATURE
<br /> ii. o MAINTAINED(MIN./MAX.),PROPER POSITION(F,V,
<br /> O 3, H,OH)
<br /> V) 11) WELDING TECHNIQUES:INTERPASS AND FINAL •
<br /> •
<br /> o p CLEANING,EACH PASS WITHIN PROFILE AISC 360:TB N5.4-2 X
<br /> g LIMITATIONS,EACH PASS MEETS QUALITY
<br /> O 0 REQUIREMENTS
<br /> -o -IINSPECTION TASKS AFTER WELDING:
<br /> Q J
<br /> Q WELDS CLEANED AISC 360:TB N5.4-3 X
<br /> X
<br /> O 0
<br /> 3 OpSIZE,LENGTH AND LOCATION OF WELDS AISC 360:TB N5.4-3 X
<br /> 0 x
<br /> 1n WELDS MEET VISUAL ACCEPTANCE CRITERIA:
<br /> CRACK PROHIBITION,WELD/BASE-METAL FUSION,
<br /> I -
<br /> CRATER CROSS SECTION,WELD PROFILES,WELD AISC 360:TB N5.4-3 X CITY EVERETT
<br /> i0 03 SIZE,UNDERCUT,POROSITY 1705.2 _
<br /> I` x
<br /> co
<br /> p ARC STRIKES AISC 360:TB N5.4-3 X REVIEWED FOR PERMIT
<br /> p
<br /> REPAIR ACTIVITIES AISC 360:TB N5.4-3 X
<br /> 0 N DOCUMENT ACCEPTANCE OR REJECTION OF
<br /> N0N WELDED JOINT OR MEMBER AISC 360:TB N5.4-3 X
<br /> I
<br /> co In
<br /> I
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