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<br /> PANEL PAINT BOOTH 3 & 4 ONLY:
<br /> STATEMENT OF SPECIAL INSPECTIONS 2015 IBC SPECIAL INSPECTION REQUIRED BY 2015 IBC
<br /> 1. IN ACCORDANCE TO SECTION 1704.2 OF THE INTERNATIONAL BUILDING CODE
<br /> (IBC), THE OWNER IS REQUIRED TO HIRE AN INDEPENDENT INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION"AS "PERIODIC" OR
<br /> TESTINGIINSPECTION 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 STATEMENTOF SPECIAL INSPECTIONS SUBMITTED BELOW IS FULFILLMENTOF STRUCTURAL STEEL IBC 1705.2. 1 , 1705. 12. 1 & 1705. 12.2 NONDESTRUCTIVE TESTI NG SECTION N5.5 AISC 360-10 :
<br /> THE REQUIREMENTS OF IBC SECTIONS 1704 AND 1705. � � � , ) `
<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE P R I 0 R TO W E L D I N G TAB L E N 5.4-1 AI S C 360'� O � ITEM FREQUENCY OF WSPECTION INSTRUCTIONS
<br /> APPROVED PLANS AND S�PECIFICATIONS, THIS STATEMENT, IBC CHAPTER 17 AND � � ).
<br /> AfSC 360-10 SECTION N5 .
<br /> ITEM FREQUENCY OF INSPECTION INST'RUCTIONS CJP WELDS (RISK CAT II) CONTINUOUS ❑ PERIODIC � ULTRASONIC TESTING SHALL BE PERFORMED
<br /> 4. THE WSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDlCTION ON 10/o OF CJP GROOVE WELDS IN BUTT, T-AND •
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLtCABLE PROVISIONS OF THE IBC, THE CORNER JOINTS SUBJECT TO TRANSVERSELY
<br /> ARCHITECTS/ENGINEER'S REVIEWED SHOP pRAWINGS, AND/OR PLACEMENT DRAWINGS, VERIFY WELDING PROCEDURES (WPS) CONTINUOUS � PERI�DIC ❑ APPLIED TENSION LOADING IN MATERIALS 5/16-INCH
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS. AND CONSUMABLE CERTIFICATES THICK OR GREATER TESTING RATE MUST BE
<br /> INCREASED IF > 5% OF WELDS TESTED HAVE
<br /> a. CONTINUOUS SPECIAL INSPECTION -THE FULL-TIME OBSERVATION OF WORK UNACCEPTABLE DEFECTS,
<br /> REQUIRWG SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS MATERIAL IDENTIFICATION CONTINUOUS ❑ PERIODIC � VERIFY TYPE AND GRADE OF MATERIAL. `
<br /> PRESENT W THE AREA WHERE THE WORK fS BEING PERFORMED.
<br /> b. PERIODIC SPECIAL WSPECTION -THE PART-TIME OR INTERMITTENT WELDER IDENTIFICATION CONTINUOUS ❑ PERIODIC � A SYSTEM SHALL BE MAINTAINED BY WHICH A ACCESS HOLES (FLANGE > 2") CONTINUOUS ❑ PERIODIC � TESTED PER AISC 360-10-5C.
<br /> OBSERVATION OF WORK REQUIRING SPEC{AL INSPECTION BY AN APPROVED WELDER WHO HAS WELDED A JOINT OR
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING MEMBER CAN BE IDENTIFIED.
<br /> PERFORMED AND AT THE COM.PLETI4N OF THE WORK. WELDED JOINTS SUBJECT TO FATIGUE CONTINUOUS � PERIODIC ❑ PER AISC 360-10-5D. •
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS FIT-UP GROOVE WELDS CONTINUOUS ❑ PERIODIC � VERIFY JOINT PREPARATION, DIMENSIONS,
<br /> WSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE CLEANLINESS, TACKING,AND BACKING
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR. THE REPORTs SHA�� P R I 0 R TO BO LT I N G (TAB L E N 5.6'� , AI S C 360'� O).
<br /> INCLUDE THE FOLLOWWG. A C C E S S H O L E S C O N T I N U O U S ❑ P E R I O D I C � V E R I F Y C O N F I G U R A T I O N A N D F I N I S H.
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<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<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 CERTIFICATIONS OF FASTENERS CpNTINUOUS � PERIODIC ❑
<br /> c. LISTING ANY NON-CONFORMING ITEMS. WELD QUALITY AND LOCATION.
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. FASTENERS MARKED CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENERS HAVE BEEN MARKED W
<br /> e. LIST ANY CHANGES OR CORRECTiONS TO NON-CONFORMING ISSUES AUTHORIZED D U RI N G WE LD I N G (TAB LE N 5.4'Z, AI SC 360'� O). ACCORDANCE WITH ASTM REQUIREMENTS.
<br /> BY THE ENGINEER, ARCHITECT, OR BUILDING DIVISION'S INSPECTORS,
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF ITEM FREQUENCY OF INSPECTION INSTRUCTIONS PROPER FASTENERS FOR JOINT CONTINUOUS ❑ PERIODIC � VERIFY GRADE, TYPE, AND BOLT LENGTH 1F
<br /> THE CONTRACTOR,AND NOTE ALL SUCH ITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT THREADS ARE EXCLUDED FROM THE SHEAR , �
<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 PLANE.
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF RECORD. QUALIFIED.
<br /> PROPERBOLTING PROCEDURE CONTINUOUS ❑ PERIODIC � VERIFY PROPER PROCEDURE IS USED FOR THE
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND CONTROL AND HANDLING OF WELDING CONTINUOUS ❑ PERIODIC � VERIFY PACKAGING AND EXPOSURE CONTROL. JOINT DETAIL.
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION, ENGfNEER OF RECORD, CONSUMABLES
<br /> AND/OR OTHERS AS DESIGNATED. CONNECTING ELEMENTS CONTINUOUS ❑ PERIODIC � VERIFY APPROPRIATE FAYING SURFACE '
<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 CONDITION AND HOLE PREPARATION, IF
<br /> BUtLDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING OVER CRACKED TACK WELDS, SPECIFIED, MEET REQUIREMENTS.
<br /> WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR RESOLVED,AND ALL WORK
<br /> REQUIRING SPECIAL INSPECTIONS iS IN CONFORMANCE WITH THE APPROVED DESIGN ENVIRONMENTAL CONDITIONS CONTINUOUS ❑ PERIODIC � VERIFY WIND SPEED IS WITHIN LIMITS AS WELL PRE-INSTALLATION VERIFICATION CONTINUOUS ❑ PERIODIC � OBSERVE AND DOCUMENT VERIFICATION ► �
<br /> DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR TESTING TESTING BY INSTALLATION PERSONNEL FOR
<br /> DISCREPANCIES IN COVERAGE (I.E, MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN AS PRECIPITATION AND TEMPERATURE. FASTENER ASSEMBLIES AND METHODS USED.
<br /> CONTINUOUS WAS REQUIRED, ETC)SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT.
<br /> WPS FOLLOWED CONTINUOUS ❑ PERIODIC � VERIFY ITEMS SUCH AS SETTINGS ON WELDING
<br /> 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER EQUIPMENT, TRAVEL SPEED, WELDING PROPER STORAGE CONTINUOUS ❑ PERIODIC � VERIFY PROPER STORAGE OF BOLTS, BUTS,
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: MATERIALS, SHIELDING GAS TYPEIFLOW RATE, WASHERS, AND OTHER FASTENER .
<br /> REHEAT APPLIED, WTERPASS TEMPERATURE COMPONENTS.
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO MAINTAINED AND PROPER POSITION.
<br /> WILL PERFORM THE INSPECTIONS. ** NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10)
<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. D U RI N G BOLT I N G (TAB L E N 5.6'Z, AI S C 360'� O). �
<br /> CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTtON.
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. AFTER WELDING TABLE N5.4-3, AISC 364`� O . ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
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<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS FASTENER ASSEMBLIES CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENER ASSEMBLIES ARE OF •
<br /> e. WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION SUITABLE CONDITION, PLACED IN ALL HOLES,
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED AND WASHERS ARE POSITIONED AS REQUIRED.
<br /> AND ACCEPTED. WELDS CLEANED CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDS HAVE BEEN PROPERLY
<br /> CLEANED
<br /> SNUG-TIGHT PRIOR TO PRETENSIONING CONTINUOUS ❑ PERIODIC � VERIFY THAT JOINTS ARE BROUGHT TO SNUG-
<br /> TIGHT CONDITION PRIOR TO PRETENSIONING ' �
<br /> SIZ�, LENGTH, AND LOCATION OF CONTINUOUS � PERIODIC ❑ OPERATION.
<br /> WELDS
<br /> FASTENER COMPONENT CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENER COMPONENT IS NOT
<br /> WELDS MEET VISUAL ACCEPTANCE CONTINUOUS � PERIODIC ❑ TURNED BY WRENCH PREVENTED FROM
<br /> CRITERIA ROTATING.
<br /> ARC STRIKES CONTINUOUS � PERIODIC ❑ PRETENSIONED FASTENERS CONTINUOUS ❑ PERIODIC � VERIFY THAT FASTENERS ARE PRETENSIONED
<br /> IN ACCORDANCE WITH RCSC SPECIFICATfON,
<br /> PROGRESSING SYSTEMATICALLY FROM THE
<br /> MOST RIGID POINT TOWARD THE FREE EDGES. , '
<br /> K-AREA CONTINUOUS � PERIODIC ❑
<br /> ** NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10).
<br /> ** NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-
<br /> BACKING &WELD TABS REMOVED CONTINUOUS � PERIODIC ❑ TENSION-INDICATORS, OR TWIST-OFF TYPE TENSION CONTROL METHOD (PER SECTION N5.6(2) OF AISC 360-10).
<br /> REPAIR ACTIVITIES CONTINUOUS � PERIODIC ❑ ,
<br /> DOCUMENTACCEPTANCEOR CONTINUOUS � PERIODIC ❑ QPUL Bq�
<br /> REJECTION OF WELDED JOINT/MEMBER �a oE WAsy q�yq� � �
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<br /> Ce�iflcate of AuthorizaUon
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE D WN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> oF wAsy, ACCEPTABILITY c�P o$ os » PHASE I I - STATEMENT OF SPECIAL INSPECTIONS W2548317 O os/oa/��
<br /> 0 ISSUE FOR CONSTRUCTION CLP AHM 08/08/17 .� o
<br /> �P�`` y�r� THIS DESIGN AND�OR AHM 08 08 17
<br /> SPECIFICATION iS APPROVED SHEET
<br /> BOE���� BRPHARCHITECTS �Ps os os » TITLE BOEING 777X CWC BUILDING � '
<br /> eNciNeeasiNc. APPROVED BY DEPT. DATE �� .
<br /> r�o.3�3i CHECKED �
<br /> �,� �, BUILDING 40-058 a
<br /> P� o APPROVED JOB N0. COMP N0.
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<br /> qrF �F AUTN��\� APPROVED DWG N0.
<br /> STRUCTURAL MASTER EVERETT, WA 40-058—S2j
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