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<br /> STATEMENT OF SPECIAL INSPECTIONS 2012 I BC S P EC IA� N S P ECTI 0 �! R EQ U I R E D BY 2012 I B C .
<br /> 1. IN ACCORDANCE TO SECTI�N 1704.2 OF THE 2012 INTERNATIONAL BUILDING CODE INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION"AS "PERIODIC" OR f� 0 �l D ESTR U CT �E T ESTI �l G TAB �E �l 5 . � — � , AI S C 3 6 0 - 10) :
<br /> (IBC), THE OWNER IS REQUIRED TO HIRE AN INDEPENDENT C
<br /> TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. CONTINUOUS . IF NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION.
<br /> 2. THIS STATEMENT OF SPECIAL INSPECTIONS SUBMITTED BELOW IS FULFILLMENT OF ST R U CT U RA� ST E E L ( B C 17 0 5 . 2 . � , 17 0 5 . � � . � �C 17 0 5 . I � . 2) ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705,
<br /> LL BE P RFORMED IN ACCORDANCE WITH THE CJP WELDS (RISK CAT II) CON7INUOUS ❑ PERIODIC � ULTRASONIC TESTING SHALL BE PERFORMED 4
<br /> . �..,
<br /> 3. SPECIAL INSPECTIONS AND TESTING WI E P R I 0 R T 0 W E�D N G TA B �E f� 5 . 4 - 1 A I S C � 6 0 - 10 . ON 10% OF CJP GROOVE WELDS IN BUTT, T-AND ` ,
<br /> APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND ( 9 CORNER JOINTS SUBJECT TO TRANSVERSELY
<br /> AISC 360-10 SECTION "N5". APPLIED TENSION LOADING IN MATERIALS
<br /> 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION ITEM FREQUENCY OF INSPECTION INSTRUCTIONS 5/16-WCH THICK OR GREATE�R TESTING RATE :'
<br /> MUST BE INCREASED OF > 5/o OF WELDS TESTED
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE PROVISIONS OF THE IBC, THE HAVE UNACCEPTABLE DEFECTS.
<br /> ARCHITECTSIENGINEER'S REVIEWED SHOP DRAWINGS, AND/OR PLACEMENT DRAWINGS, VERIFY WELDING PROCEDURES (WPS) CONTINUOUS � PERIODIC ❑
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS. AND CONSUMABLE CERTIFICATES
<br /> a. CONTINUOUS SPECIAL INSPECTION -THE FULL-TIME OBSERVATION OF WORK ACCESS HOLES (FLANGE > 2") CONTINUOUS ❑ PERIODIC � TESTED PER AISC 360-10-5C.
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS MATERIAL IDENTIFICATION CONTINUOUS ❑ PERIODIC � VERIFY TYPE AND GRADE OF MATERIAL. _
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
<br /> b. PERIODIC SPECIAL INSPECTION -THE PART-TIME OR INTERMITTENT WELDER IDENTIFICATION CONTINUOUS ❑ PERIODIC � A SYSTEM SHALL BE MAWTAINED BY WHICH A WELDED JOINTS SUBJECT TO FATIGUE CONTINUOUS � PERIODIC ❑ PER AISC 360-10-5D. ,
<br /> OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED WELDER WHO HAS WELDED A JOINT OR (NOTE 1)
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING MEMBER CAN BE IDENTIFIED. .
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK. P R I O R TO B O LT( I V G (TA B �E N 5 . 4 — � , A I S C � 6 0 - 10) .
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS FIT-UP GROOVE WELDS CONTINUOUS ❑ PERIODIC � VERIFY JOINT PREPARATION, DIMENSIONS,
<br /> CLEANLINESS, TACKING, AND BACKING
<br /> INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR. THE REPORTS SHALL ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> INCLUDE THE FOLLOWING. ACCESS HOLES CONTINUOUS ❑ PERIODIC � VERIFY CONFIGURATION AND FINISH.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. CERTIFICATIONS OF FASTENERS CONTINUOUS � PERIODIC ❑
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED. FIT-UP OF FILLET WELDS CONTINUOUS ❑ PERIODIC � VERIFY ALIGNMENT, GAPS AT ROOT, ,<:;*
<br /> CLEANLINESS OF STEEL SURFACES, AND TACK FASTENERS MARKED CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENERS HAVE BEEN MARKED IN
<br /> c. LISTING ANY NON-CONFORMWG ITEMS. WELD QUALITY AND LOCATION. ACCORDANCE WITH ASTM REQUIREMENTS.
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. �
<br /> D U R I �l G W E D I �l � TA B �E �l 5 . 4 — 2 , A I S C � 6 0 - 10 . PROPER FASTENERS FOR JOWT CONTINUOUS ❑ PERIODIC � VERIFY GRADE, TYPE, AND BOLT LENGTH IF
<br /> e.
<br /> LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED C J THREADS ARE EXCLUDED FROM THE SHEAR
<br /> BY THE ENGINEER, ARCHITECT, OR BUILDWG DIVISION'S WSPECTORS. PLANE.
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> THE CONTRACTOR, AND NOTE ALL SUCHITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT PROPER BOLTING PROCEDURE CONTINUOUS ❑ PERIODIC � VERIFY PROPER PROCEDURE IS USED FOR THE
<br /> RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN THE WORK, THE USE OF QUALIFIED WELDERS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDERS ARE APPROPRIATELY JOINT DETAIL. _
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF RECORD. QUALIFIED. ''
<br /> ":� �
<br /> WELDING PERIODIC VERIFY PACKAGING AND EXPOSURE CONTROL. CONNECTING ELEMENTS CONTINUOUS ❑ PERIODIC � VERIFY APPROPRIATE FAYING SURFACE �
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND CONTROL AND HANDLING OF CONTINUOUS ❑ � CONDITION AND HOLE PREPARATION, IF
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION, ENGINEER OF RECORD, CONSUMABLES SPECIFIED, MEET REQUIREMENTS. �
<br /> AND/OR OTHERS AS DESIGNATED.
<br /> 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE CRACKED TACK WELDS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDING DOES NOT OCCUR PRE-INSTALLATION VERIFICATION CONTINUOUS ❑ PERIODIC � OBSERVE AND DOCUMENT VERIFICATION
<br /> BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING OVER CRACKED TACK WELDS. TESTING TESTING BY INSTALLATION PERSONNEL FOR
<br /> WERE FULFILLED, ALL DISCREPANCIES WERE CORRECTED OR RESOLVED, AND ALL WORK FASTENER ASSEMBLIES AND METHODS USED.
<br /> REQUIRWG SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN ENVIRONMENTAL CONDITIONS CONTINUOUS ❑ PERIODIC � VERIFY WIND SPEED IS WITHIN LIMITS AS WELL
<br /> DRAWWGS AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR AS PRECIPITATION AND TEMPERATURE. PROPER STORAGE CONTINUOUS ❑ PERIODIC � VERIFY PROPER STORAGE OF BOLTS, BUTS, -
<br /> DISCREPANCIES IN COVERAGE (I.E. MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN
<br /> WASHERS, AND OTHER FASTENER `fi�
<br /> CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT. '
<br /> WPS FOLLOWED CONTINUOUS ❑ PERIODIC � VERIFY ITEMS SUCH AS SETTINGS ON WELDING COMPONENTS.
<br /> 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER EQUIPMENT, TRAVEL SPEED, WELDING
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: MATERIALS; SHIELDING GAS TYPE/FLOW RATE, ** NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10) ,
<br /> REHEAT APPLIED, INTERPASS TEMPERATURE
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO MAINTAINED AND PROPER POSITION. D U R ( � G B O LT I �l G (TA B �E N 5 . 6 — 2 , A I S C � 6 0 - 10 ) .
<br /> WILL PERFOR
<br /> M THE INSPECTIONS. \
<br /> WELDING TECHNIQUES CONTINUOUS ❑ PERIODIC � VERIFY INTERPASS AND FINAL CLEANING, EACH
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT PASS IS WITHIN PROFILE LIMITATIONS, AND
<br /> THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS QUALITY OF EACH PASS. Y ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> CALLED FOR W THE STATEMENT OF SPECIAL INSPECTION.
<br /> FASTENER ASSEMBLIES CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENER ASSEMBLIES ARE OF y
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. A I �E R W E L D I I V G (TA B �E �l 5 . 4 — � , A I S C 3 6 0 - 10) :
<br /> SUITABLE CONDITION, PLACED IN ALL HOLES,
<br /> AND WASHERS ARE POSITIONED AS REQUIRED.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS �
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. SNUG-TIGHT PRIOR TO PRETENSIONING CONTINUOUS ❑ PERIODIC � VERIFY THAT JOINTS ARE BROUGHT TO SNUG-
<br /> TIGHT CONDITION PRIOR TO PRETENSIONING
<br /> e• WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION WELDS CLEANED CONTINUOUS ❑ PER(ODIC � VERIFY THAT WELDS HAVE BEEN PROPERLY OPERATION.
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED CLEANED
<br /> AND ACCEPTED. FASTENER COMPONENT CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENER COMPONENT IS NOT
<br /> SIZE, LENGTH, AND LOCATION OF CONTINUOUS � PERIODIC ❑ TURNED BY WRENCH PREVENTED FROM �
<br /> WELDS ,
<br /> ROTATING. ::�
<br /> WELDS MEET VISUAL ACCEPTANCE CONTINUOUS � PERIODIC ❑ PRETENSIONED FASTENERS CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENERS ARE PRETENSIONED
<br /> CRITERIA IN ACCORDANCE WITH RCSC SPECIFICATION, ,
<br /> PROGRESSWG SYSTEMATICALLY FROM THE
<br /> ARC STRIKES CONTINUOUS � PERIODIC ❑ MOST RIGID POINT TOWARD THE FREE EDGES.
<br /> ** NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10).
<br /> K-AREA CONTINUOUS � PERIODIC ❑ ** NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-
<br /> TENSION-INDICATORS, OR TWIST-OFF TYPE TENSION CONTROL METHOD (PER SECTION N5.6(2) OF AISC 360-10).
<br /> ;f
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<br /> AFTER BOLTING (TABLE N5.6-3, AISC 360-10): �
<br /> BACKING & WELD TABS REMOVED CONTWUOUS � PERIODIC ❑
<br /> REPAIR ACTIVITIES CONTINUOUS � PERIODIC ❑ ITEM FREQUENCY OF INSPECTION INSTRUCTIONS �
<br /> DOCUMENT ACCEPTANCE OR CONTWUOUS � PERIODIC ❑
<br /> DOCUMENT ACCEPTANCE OR CONTINUOUS � PERIODiC ❑ REJECTION OF BOLTED CONNECTIONS
<br /> REJECTION OF WELDED JOINT/MEMBER
<br /> NOTES:
<br /> � .�
<br /> 1. ALL CRANE RAIL JOINTS AND CONNECTIONS. � ,
<br /> � � ..
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<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE O�S A , � ACCEPTABILITY NAH 08 26 16 STATEMENT OF SPECIAL INSPECTIONS � 6�24 O 08/26/16 ��t
<br /> 0 Revision Release 1 (Crane Relocation)(031-053)(16124) NAH TAL 08/26/16 �� oF WAstii F THIS DESIGN AND/OR CHECKED
<br /> \ T' ma ��e ��� SPEGFICATION IS APPROVED TAL 08 26 16 SHEET `
<br /> � � 3�: �, oa � o��o �-r� NGINEER TITLE FACTORY TRANSFORMATION REPURPOSE CRANE BRIDGE 20
<br /> BO�,� � APPROVED BY DEPT. DATE NAH 08 26 16 S 2 f 2 0 9
<br /> CHECKED
<br /> A Q B U I L D I N G 40-053 JOB N0. COMP No. ��
<br /> o� �FG25411 �O �� APPROVED WO 15/2899-209 "
<br /> �sS��NAT�4�`N�\ APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-053—S2f-209
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