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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 VISUALTMS 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 En AND Pao 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 /> 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 602:2.1,2.6A
<br /> X CONSTRUCTION OF MORTAR JOINTS TMS 602:TB 4(2.b) X
<br /> COMPACTION OF COMPACTED FILL. 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.b)
<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: .1.4.3,s.2.1
<br /> 3 - - - FRAMES,OR OTHER CONSTRUCTION - - -
<br /> o 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 8) REMARKS
<br /> REFERENCE REFERENCE CONTINUOUS I PERIODIC REF co _ _._ _.__._____ _ ___.____--_.__._.. _ ._ _____. ___.._.._.. ._ ..._. _..-.._ _._. ... .__.__._ ____..- _. - .. -______.____.____..."_.. - _.. _____ ____._-__.-_. __. ._._. _. ___._ ______--REFERENCE.._ ._ ERENCE_-____-OBSERVE-(PERFORM
<br /> FABRICATION •
<br /> STEEL
<br /> p 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 1704.2.5 SHOP,SPECIAL INSPECTION OF THE FABRICATED AVAILABLE AISC 360:TB N5.4-1 X
<br /> ITEMS SHALL BE AS REBY TABLE 2 AND
<br /> CO REQUIRED ELSEWHERE INRTHE STATEMENT OF ED AS
<br /> a.
<br /> MANUFACTURER CERTIFICATIONS FOR WELDING
<br /> O SPECIAL INSPECTIONS.REFERENCE SECTION CONSUMABLES AVAILABLE AISC 360:TB N5.4-1 X
<br /> CO M 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. MATERIAL IDENTIFICATION(TYPE/GRADE) AISC 360:TB N5.4-1 X
<br /> es; CONCRETE
<br /> I TB 1705.3(1) ACI 318 20 WELDER IDENTIFICATION SYSTEM AISC 360:TB N5.4-1 X
<br /> a) INSPECTION OF REINFORCING STEEL AND
<br /> 1705.3 ACI 318 25.2-25.3 X TOLERANCE AND REINFORCING PLACEMENT PER
<br /> PLACEMENT 1908.4 ACI 318 26.6.1,26.6.3 ACI 318 26.6 FIT-UP OF GROOVE WELDS(INCLUDING JOINT
<br /> NI TB
<br /> 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 /> xl- 1705.3.1 AWS D1.4,SECTION 7 CLEANLINESS(CONDITION OF STEEL SURFACES), 1705.2
<br /> TB 1705.2.2 AWS D1.4 TACKING(TACK WELD QUALITY AND LOCATION),
<br /> OTHER REINFORCING STEEL (2.b.4) ACI 318 3.52 X BACKING TYPE AND FIT(IF APPLICABLE)
<br /> V
<br /> CONFIGURATION AND FINISH OF ACCESS HOLES AISC 360:TB N5.4-1 X
<br /> WC
<br /> 6INSPECT ANCHORS CAST IN CONCRETE 51A50-1705 ACI 318 D.9.2 X ALL ANCHORS SHALL BE VISUALLY INSPECTED
<br /> O FIT-UP OF FILLET WELDS:DIMENSIONS
<br /> 70 MENT,
<br /> INSPECT ANCHORS POST-INSTALLED IN HARDENED (CONDITION GAPS AT ROOT),SURFACES),TACKING
<br /> (CONDITION OF STEEL TACKING(TACK AISC 360:TB N5.4-1 X
<br /> p CONCRETE MEMBERS: WELD QUALITY AND LOCATION),BACKING TYPE •
<br /> a
<br /> AND FIT(IF APPLICABLE)
<br /> ADHESIVE ANCHORS INSTALLED IN
<br /> K 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 /> -o ORIENTATIONS TO RESIST SUSTAINED TENSION 51-50-1705 ACI 318 17.8.2.4 TENSION(ST)DESIGNATION
<br /> Ni LOADS. - INSPECTION TASKS DURING WELDING: -
<br /> In
<br /> I MECHANICAL ANCHORS AND ADHESIVE ANCHORS WAC ICC EVALUATION RPT X
<br /> U USE OF QUALIFIED WELDERS
<br /> ALL ANCHORS SHALL BE VISUALLY INSPECTED 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 /> N 1705.3 ACI 31826.3
<br /> p - 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 /> Z c 1908.2 ACI 31826.4.3-26.4.4 ENVIRONMENTAL CONDITIONS:WIND SPEED
<br /> 61 ( 1908.3 WITHIN LIMITS,PRECIPITATION AND TEMPERATURE AISC 360:TB N5.4-2 X
<br /> 0 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 /> O 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 /> E D PREHEAT APPLIED,INTERPASS TEMPERATURE
<br /> 5) o MAINTAINED(MIN./MAX.),PROPER POSITION(F,V,
<br /> c
<br /> t c' H,OH)
<br /> In 05 WELDING TECHNIQUES:INTERPASS AND FINAL
<br /> O O CLEANING,EACH PASS WITHIN PROFILE AISC 360:TB N5.4-2 X
<br /> O
<br /> c p LIMITATIONS,EACH PASS MEETS QUALITY
<br /> 0 REQUIREMENTS
<br /> -o J INSPECTION TASKS AFTER WELDING:
<br /> Q -
<br /> X WELDS CLEANED AISC 360:TB N5.4-3 X
<br /> o O
<br /> E D] - - SIZE,LENGTH AND LOCATION OF WELDS - -- AISC 360:TB N5.4-3 - X - - - --
<br /> o x
<br /> V) I WELDS MEET VISUAL ACCEPTANCE CRITERIA:
<br /> - CRACK PROHIBITION,WELD/BASE-METAL FUSION, AISC 360:TB N5.43 X
<br /> CRATER CROSS SECTION,WELD PROFILES,WELD
<br /> COLo SIZE,UNDERCUT,POROSITY 1705.2 - CITY OF EVERETT
<br /> O U ARC STRIKES AISC 360:TB N5.4-3 X
<br /> N REPAIR ACTIVITIES AISC 360:TB N5.4-3 X REVIEWED FOR PERMIT
<br /> O N DOCUMENT ACCEPTANCE OR REJECTION OF AISC 360:TB N5.4-3 X
<br /> O
<br /> M WELDED JOINT OR MEMBER
<br /> oo
<br /> I
<br /> Mn
<br /> E G 0 Ot Drawn By Date SCALE COMMUNITY TRANSIT Drawing No.
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<br /> 0• X No. Date Revision By Appr. Approved%o'\A' CDO 1/5/2017 1900675 - SPECIAL INSPECTIONS
<br /> 0 of Total
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