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SPECIAL INSPECTION REQUIRED BY 2012 IBC
<br /> INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS"FREQUENCY OF INSPECTION"AS"PERIODIC"OR
<br /> CONTINUOUS".IF NO BOX►S CHECKED,EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION.
<br /> STRUCTURAL STEEL IBC 1705.2.1 , 1705.11 .1 & 1705.122 CONCRETE CONSTRUCTION IBC 1705.3 & 1705.12.1 : STATEMENT OF SPECIAL INSPECTIONS 2012 IBC
<br /> � ) � )
<br /> 1. IN ACCORDANCE TO SECTION 1704.2 OF THE 2012 INTERNATIONAL BUILDING CODE
<br /> PRIOR TO WELDING (TABLE N5.4'� , AISC 360'�O). ITEM FREQUENCY OF WSPECTION (NSTRUCTIONS (IBC),THE OWNER IS REQUIRED TO HIRE AN INDEPENDENT
<br /> TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS REINFORCING STEEL CONTINUOUS ❑ PERIODIC � VERIFY PRIOR TO PLACING CONCRETE THAT 2. THIS STATEMENT OF SPECIAL INSPECTIONS SUBMITTED BELOW IS FULFILLMENT OF
<br /> REINFORCING IS OF SPECIFIED TYPE,GRADE AND THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705.
<br /> SIZE;THAT IT IS FREE OF OIL,DIRT AND RUST;THAT IT
<br /> VERIFY WELDING PROCEDURES(WPS) CONTINUOUS � PERIODIC ❑ IS LOCATED AND SPACED PROPERLY;THAT HOOKS, 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE
<br /> AND CONSUMABLE CERTIFICATES BEND,TIES,STIRRUPS AND SUPPLEMENTAL APPROVED PLANS AND SPECIFICATIONS,THIS STATEMENT,IBC 2012 CHAPTER 17 AND
<br /> REWFORCEMENT ARE PLACED CORRECTLY;THAT LAP AISC 360-10 SECTION"N5".
<br /> MATERIAL IDENTIFICATION CONTINUOUS ❑ PERIODIC � VERIFY TYPE AND GRADE OF MATERIAL. LENGTHS,STAGGER AND OFFSETS ARE PROVIDED; 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLfANCE WITH THE JURISDICTION
<br /> AND THAT ALL MECHANICAL CONNECTIONS ARE APPROVED PLANS,SPECIFICATIONS,AND APPLICABLE PROVISIONS OF THE IBC,THE
<br /> INSTALLED PER THE MANUFACTURER'S WSTRUCTIONS ARCHITECTS/ENGINEER'S REVIEWED SHOP DRAWINGS,AND/OR PLACEMENT DRAWINGS,
<br /> WELDER IDENTIFICATION CONTINUOUS ❑ PERIODIC � A SYSTEM SHALL BE MAINTAINED BY WHICH A AND/OR EVALUATION REPORT. MAY BE USED ONLY AS AN AID TO INSPECTIONS.
<br /> WELDER WHO HAS WELDED A JOINT OR a. CONTINUOUS SPECIAL INSPECTION-THE FUI.L-TIME OBSERVATION OF WORK
<br /> MEMBER CAN BE IDENTIFIED.
<br /> REQUIRING SPECIAL INSPECTtON BYAN APPROVED SPECIAL INSPECTOR WHO IS
<br /> FIT-UP GROOVE WELDS C�NTINUOUS ❑ PERIOD�C � VERIFY JOINT PREPARATION,DIMENSIONS, CAST-IN BOLTS&EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST IN PRESENT IN THE AREA WHERE THE WORK IS BE►NG PERFORMED.
<br /> CLEANL�NESS,TACKING,AND BACKING CONCRETE IS REQUIRED WHEN ALLOWABLE b. PERIODIC SPECIAL INSPECTION-THE PART-TIME OR INTERMITTENT
<br /> LOADS HAVE BEEN WCREASED OR WHERE
<br /> STRENGTH DESIGN IS USED, OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br /> ACCESS HOLES CONTINUOUS ❑ PERIODIC � VERIFY CONFIGURATION AND FINISH. SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK.
<br /> POST-INSTALLED ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL POST-INSTALLED ANCHORS/DOWELS SHALL 5, THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS
<br /> FIT-UP dF FILLET WELDS CONTINUOUS ❑ PERIODIC � VERlFY ALIGNMENT,GAPS AT ROOT, DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE INSPECTIONS.THE DAILY REPORTS SHALI,REMAIN AT THE JOB SITE WITH THE
<br /> CLEANLINESS OF STEEL SURFACES,AND TACK APPROVED ICGES REPORT. CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR.THE REPORTS SHALL
<br /> WELD QUALITY AND LOCATION. INCLUDE THE FOLLOWWG.
<br /> a. NAME OF SPECIAL WSPECTOR AI�D DATE THE INSPECTION WAS PERFORMED.
<br /> DURING WELDING (TABLE N5.4'2, AISC 360'�O). USE OF REQUIRED MIX DESIGN CONTINUOUS � PERIODIC � APPROVEDACONSMRUCTION DOC�UMEL TSIACI HE
<br /> b. DESCRlPTION OF THE INSPECTIONS,WITH LOCATIONS AND TESTS PERFORMED.
<br /> 318;CH 4,5.2-5.4;AND IBC 19004.3,19.13.2,1913.3.
<br /> c. USTING ANY NON-CONFORMING ITEMS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED.
<br /> USE OF QUALIFIED WELDERS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDERS ARE APPROPRIATELY CONCRETE SAMPLING FOR STRENGTH CONTINUOUS � PERIODIC ❑ e. LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED
<br /> QUALIFIED. TESTS,SLUMP,AIR CONTENT,AND BY THE ENGINEER,ARCHITECT,OR BUILDING DIVISION'S INSPECTORS.
<br /> TEMPERATURE
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF
<br /> CONTROL AND HANDLING OF WELDING CONTINUOUS ❑ PERIODIC � VERIFY PACKAGWG AND EXPOSURE CONTROL. THE CONTRACTOR,AND NOTE ALL SUCH ITEMS IN THE DAILY REPORT.IF ANY ITEM IS NOT
<br /> CONSUMABLES CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC � RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN THE WORK,THE
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF RECORD.
<br /> CRACKED TACK WELDS CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDING DOES NOT OCCUR 7, THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND
<br /> OVER CRACKED TACK WELDS. INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION,ENGINEER OF RECORD,
<br /> CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR
<br /> TECHNIQUES CONCRETE IS KEPT AT>50°F FOR AT LEAST 7 AND/OR OTHERS AS DESIGNATED.
<br /> ENVIRONMENTAL CONDITIONS CONTINUOUS ❑ PERIODIC � VERIFY WIND SPEED IS WITHW LIMITS AS WEIL DAYS AFTER PLACEMENT.HIGH-EARLY- 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE
<br /> AS PRECIPITATION AND TEMPERATURE. STRENGTH CONCRETE SHALL BE KEPT AT>50°F BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING
<br /> FOR AT LEAST 3 DAYS.ACCELERATED CUR►NG WERE FULFILLED,ALL DISCREPANCIES WERE CORRECTED OR RESOLVED,AND ALL WORK
<br /> WPS FOLLOWED CONTINUOUS ❑ PERIODIC � METHODS MAY BE USED(SEE ACI 318:5.11,3).THE REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN
<br /> VERIFY ITEMS SUCH AS SETTINGS ON WELD�NG AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES.ANY ITEMS UNRESOLVED OR
<br /> EQUIPMENT,TRAVEL SPEED,WEL.DWG >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR DISCREPANCIES IN COVERAGE(LE.MISSED INSPECTIONS,PERIODIC INSPECTIONS WHEN
<br /> MATERIALS,SHIELD►NG GAS TYPEIFLOW RATE, CONCRETE,SHOTCRETE SHALL BE CONTINUOUS WAS REQUfRED,ETC)SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT.
<br /> REHEAT APPLIED,INTERPASS TEMPERATURE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 g, THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER
<br /> MAINTAINED AND PROPER POSITION. HOURS AFTER SHOTCRETING.ALL CONCRETE OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL:
<br /> MATERIALS,REINFORCEMENT,FORMS,FILLERS,
<br /> WELDING TECHNIQUES CONTINUOUS ❑ PERIODIC � VERIFY INTERPASS AND FINAL CLEANING,EACH AND GROUND SHALL BE FREE FROM FROST.IN a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO
<br /> HOT WEATHER CONDITIONS ENSURE THAT
<br /> PASS IS WITHIN PROFILE LIMITATIONS,AND WILL PERFORM THE INSPECTIONS.
<br /> QUALITY OF EACH PASS. APPROPRIATE MEASURES ARE TAKEN TO AVOID b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT
<br /> PLASTIC SHRINKAGE CRACKING AND THAT THE THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS
<br /> SPECIFIED WATEWCEMENT RATIO IS NOT
<br /> AFTER iNELDING (TABLE N5.4'3, AISC 360'�O). EXCEEDED. CALLED FOR fN THE STATEMENT OF SPECIAL INSPECTION.
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS.
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE, �
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS ERECTION OF PRECAST CONCRETE CQNTiNUOUS ❑ PERIODIC ❑ VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, e. WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION
<br /> ASSEMBLED AND BRACED IN ACCORDANCE WITH REPORTS AND THE FWAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED
<br /> THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> WELDS CLEANED CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDS HAVE BEEN PROPERLY AND ACCEPTED.
<br /> CLEANED
<br /> FORMWORK CONTINUOUS ❑ PERIODIC � VERIFY THAT THE FORMS ARE PLACED PLUMB
<br /> AND CONFORM TO THE SHAPES,LINES,AND
<br /> SIZE,LENGTH,AND LOCATION OF CONTINUOUS � PERIODIC ❑ DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br /> WELDS
<br /> THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> WELDS MEET VISUAL ACCEPTANCE CONTINUOUS � PERIODIC ❑
<br /> CRITERIA SOILS CONSTRUCTION (IBC 1705.6):
<br /> ARC STRIKES CONTINUOUS � PERIODIC ❑ ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRI�R TO PLACEMENT OF CONCRETE. 3
<br /> K-AREA CONTINUOUS � PERIODIC ❑ ACHIEVE DESIGN BEARING CAPACITY
<br /> BACKING&WELD TABS REMOVED CONTINUOUS � PERIODIC ❑ VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC � PRIOR TO PLACEMENT OF COMPACTED FILL
<br /> PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> REPAIR ACTIVITIES CONTINUOUS � PERIODIC ❑ VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF COMPACTED FILL.
<br /> APPROPRIATE�Y PREPARED PRIOR TO
<br /> PLACING COMPACTED FILL
<br /> DOCUMENT ACCEPTANCE OR CONTINUOUS � PERIODIC ❑
<br /> REJECTION OF WELDED JOINT/MEMBER PERFORM CLASSIFICATION AND CONTINUOUS � PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT
<br /> TESTING OF COMPACTED FILL EACH LIFT FOR PROPER CLASSIFICATIONS
<br /> MATERIALS AND GRADATIONS NOT LESS THAN ONCE
<br /> FOR EACH 1�,OOOFT Z OF SURFACE AREA.
<br /> VERIFY PROPER MATERIALS, CONTWUOUS � PERIODIC ❑
<br /> DENSITIES AND LIFT THICKNESSES
<br /> DURING PLACEMENT AND
<br /> COMPACTION
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<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �MP� A. � ACCEPTABILITY BE� o� �4 �6 STATEMENT OF SPECIAL INSPECTIONS 16126 � 07/14/16
<br /> �� oF WASH� F� THIS DESIGN AND/OR CHECKED
<br /> 0 ISSUE FOR CONSTRUCTION (40-030 SHIM MI�LS —GLt5-16)(WBS 116126) BEL TAL 07/08/16 �� � ��,, SPECIFICATION IS APPROVED TAL 07 14 16 sHEEr
<br /> 1 ISSUE FOR STRUCTURAL PERMIT (40-030 SHIM MILLS -GL15-16)(WBS 116126) BE� TAL 07/14/16 BOE,�� Tho Lee �� FACTORY TRANSFORMATION — 777X WING LRIP
<br /> � o,:, PM �+,s-�gj c � � APPROVED BY DEPT. DATE TAL 07 14 16 TITLE S 2 d 2 �0�
<br /> .�-
<br /> CHECKED
<br /> 9 25411 � � APPRo�Eo B U I L D I N G 40�0�o JOB N0. COMP N0.
<br /> o,� �F� �o �� WO 15/2899-206
<br /> �ss,oNSA L����� a,PPRovE� STRUCTURAL MASTER EVERETT, Wq °wc No. 40-025—S2d-2-206
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