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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 ----- REMARKS SYSTEM or MATERIAL - REMARKS
<br /> IBC CODE CODE or STANDARD FREQUENCY(NOTE 6) IBC CODE CODE or STANDARD FREQUENCY(NOTE 6)
<br /> •
<br /> REFERENCE REFERENCE CONTINUOUS'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 PA�a 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 - - - - -X - -- - - - - -- - - - - - -
<br /> LIFT THICKNESSES DURING PLACEMENT AND TMS 602:T , 2b)
<br /> COMPACTION OF COMPACTED FILL X TMS 602:T BB CONSTRUCTION OF MORTAR JOINTS 4(2. X
<br /> 1705.4 TMS 602:3.3 B
<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(4.6)
<br /> - S SPECIAL
<br /> INCLUDING OTHER DETAILS OF ANCHORAGE 1705.4 TMS 402:1.2.1(E) X
<br /> TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS' OF MASONRY TO STRUCTURAL MEMBERS, TMS 402:6.1.4.3,6.2"1
<br /> - - - - - - - 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 /> REFERENCE REFERENCE CONTINUOUS I PERIODIC -
<br /> m • _. ______ ____. __.__ -..__. -._.. - ..-. __. __ - -. _ _._ ____.-_ ._. _. -..__...REFERENCE. .___ REFERENCE_.__-OBSERVE-'PERFORM - -_.
<br /> D FABRICATION
<br /> STEEL o
<br /> Q WHERE FABRICATION OF STRUCTURAL
<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 /> E INSPECTION IN FABRICATION SHOP 17042,5 SHOP,SPECIAL INSPECTION OF THE FABRICATED AVAILABLE AISC 360:TB N5.4-1 X
<br /> ITEMS SHALL BE AS REQRED BY TABLE 2
<br /> m REQUIRED ELSEWHERE IN THE STATEMENT OF D AS
<br /> MANUFACTURER CERTIFICATIONS FOR WELDING AISC 360:TB N5.4-1 X
<br /> Q - SPECIAL INSPECTIONS.REFERENCE SECTION CONSUMABLES AVAILABLE
<br /> 1704.2.5.1CO FOR APPROVED FABRICATOR EXCEPTION. .. MATERIAL IDENTIFICATION(TYPE/GRADE) AISC 360:TB N5.4-1 X
<br /> 64 CONCRETE - -
<br /> O I TB 1705,3(1) ACI 31820 WELDER IDENTIFICATION SYSTEM - AISC 360:TB N5.4-1 X
<br /> INSPECTION OF REINFORCING STEEL AND TOLERANCE AND REINFORCING PLACEMENT PER - - - - - - - •
<br /> PLACEMENT 1705.3 ACI 318252-25.3 X ACI 318 26.6 FIT-UP OF GROOVE WELDS(INCLUDING JOINT -
<br /> p 1908.4 ACI 31826.6.1,26.6.3 _ GEOMETRY):JOINT PREPARATION,DIMENSIONS "
<br /> N TB 1705.3(2) ACI 318 3.5.2 (ALIGNMENT,ROOT OPENING,ROOT FACE,BEVEL),
<br /> INSPECTION OF REINFORCING STEEL WELDING 1705.3.1 AWS D1.4,SECTION 7 EXCEPT AS NOTED OTHERWISE .CLEANLINESS(CONDITION OF STEEL SURFACES), 17p5.2 AISC 360:TB N5.4-1 X4. -
<br /> TB 170522 AWS D1.4 TACKING(TACK WELD QUALITY AND LOCATION),
<br /> U OTHER REINFORCING STEEL (2,b,q) AC13183.52 X- BACKING TYPE AND FIT(IF APPLICABLE)
<br /> 0 . CONFIGURATION AND FINISH OF ACCESS HOLES AISC 360:TB N5.4-1 X
<br /> WD
<br /> ai INSPECT ANCHORS CAST IN CONCRETE 51A50-1705 ACI 316 D.92 X ALL ANCHORS SHALL BE VISUALLY INSPECTED - - - -
<br /> FIT-UP OF FILLET WELDS:DIMENSIONS
<br /> 0
<br /> (ALIGNMENT,GAPS AT ROOT),CLEANLINESS
<br /> INSPECT ANCHORS POST-INSTALLED IN HARDENED
<br /> p CONCRETE MEMBERS: WELDD (TACK AISC 360:TB N5.4-1 X
<br /> QUALITY AND LOCATION),BACKING TYPE _
<br /> a AND FIT(IF APPLICABLE) -
<br /> ADHESIVE ANCHORS INSTALLED INcs
<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 /> v ORIENTATIONS TO RESIST SUSTAINED TENSION 51-50-1705 ACI 318 17.8.2.4 X TENSION(ST)DESIGNATION
<br /> N 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 /> F- NOT DEFINED ABOVE. 51-50-1705 ACI 31817.2 (NOTE 7) _
<br /> jCONTROL AND HANDLING OF WELDING AISC 360:TB N5.4-2 X
<br /> rn TB 1705.3(5) CONSUMABLES:PACKAGING,EXPOSURE CONTROL
<br /> 01 1705.3 ACI 318 26.3
<br /> p - VERIFYING USE OF REQUIRED DESIGN MIX. 1904 ACI 31819 X NO WELDING OVER CRACKED TACK WELDS AISC 360:TB N5.4-2 X
<br /> z c 1908.2 ACI 318 26.4.3-26.4.4
<br /> O 1908.3 ENVIRONMENTAL CONDITIONS:WIND SPEED AISC 360:TB N5.42 X
<br /> a) co WITHIN LIMITS,PRECIPITATION AND TEMPERATURE
<br /> O 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) 1705.2
<br /> ASTM C 31 X EQUIPMENT,TRAVEL SPEED,SELECTED WELDING
<br /> O AND AIR CONTENT TESTS,AND DETERMINE THE 1908.10
<br /> 2 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 .PREHEAT APPLIED,INTERPASS TEMPERATURE
<br /> • o - MAINTAINED(MIN./MAX.),PROPER POSITION(F,V,
<br /> c
<br /> m H,OH)
<br /> V) N WELDING TECHNIQUES:INTERPASS AND FINAL
<br /> • O CLEANING,EACH PASS WITHIN PROFILE AISC 360:TB N5.4-2 X
<br /> f� LIMITATIONS,EACH PASS MEETS QUALITY
<br /> O O REQUIREMENTS
<br /> o _ INSPECTION TASKS AFTER WELDING:
<br /> a a
<br /> T X WELDS CLEANED AISC 360:TB N5.43 X
<br /> O O
<br /> 3 m - - - - - - SIZE,LENGTH AND LOCATION OF WELDS AISC 360:TB N5.4-3 X
<br /> ov
<br /> (n WELDS MEET VISUAL ACCEPTANCE CRITERIA:
<br /> - CRACK PROHIBITION,WELD/BASE-METAL FUSION,I AISC 360:TB N5.4-3 X
<br /> CO CATER CRO ST,POROSITY WELD PROFILES,WELD
<br /> LO X 1705.2 CITY OF EVERETT
<br /> o
<br /> o F- ARC STRIKES AISC 360:TB N5.43 X
<br /> 0 co
<br /> REPAIR ACTIVITIES AISC 360:TB N5.43 X.. . REVIEWED FOR PERMIT
<br /> O N DOCUMENT ACCEPTANCE OR REJECTION OF AISC 360:TB N5.4-3 X
<br /> O
<br /> 0 M WELDED JOINT OR MEMBER
<br /> I
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<br /> O X No. Dote Revision By Appr. Syr°°° c+a`oI't CDO y 1/5/2017 1900675 SPECIAL INSPECTIONS
<br /> O of Total
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