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<br /> STATEMENT 4F SPECIAL INSPECTIONS 2412 IBC
<br /> SPECIAL INSPECTI4N REQUIRED BY 2012 IBC
<br /> 1. IN ACCORDANCE TO SECTION 1704.2 OF THE 2012 INTERNATIONAL BUILDING CODE
<br /> (IBC), THE OWNER IS REQUIRED TO HIRE AN INDEPENDENT INDICATED ITEMS REQUIRING SPECIAL lNSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION"AS "PERIODIC" OR
<br /> TESTING/WSPECTION 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
<br /> THE REQUIREMENTS OF 2012 IBC SECTIONS 1704AND 1705. CONCRETE CONSTRUCTION (IBC 1705.3 & 1705. 12. 1 ): SOILS CONSTRUCTION IBC 1705.6 :
<br /> \ I
<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE
<br /> APPRQVED PLANS AND SPECIFICATIONS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND ITEM FREQUENCY OF INSPECTION INSTRUCTIONS ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> AISC 360-10 SECTION "N5".
<br /> 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION REINFORCING STEEL CONTINUOUS ❑ PERIODIC � VERIFY PRIOR TO PLACING CONCRETE THAT VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE.
<br /> REINFORCING IS OF SPECIFIED TYPE, GRADE AND ACHIEVE DESIGN BEARING CAPACITY
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE PROVISI�NS OF THE IBC, THE SIZE; THAT IT IS FREE OF OIL, DIRT AND RUST; THAT IT
<br /> ARCHITECTS/ENGINEER'S REVIEWED SHOP DRAWINGS,AND/OR PLACEMENT DRAWINGS, IS LOCATED AND SPACED PROPERLY; THAT HOOKS,
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS.
<br /> BEND, TIES, STIRRUPS AND SUPPLEMENTAL VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC � PRIOR TO PLACEMENT OF COMPACTED FILL
<br /> a. CONTINUOUS SPECIAL INSPECTION -THE FULL-71ME OBSERVATION OF WORK REINFORCEMENT ARE PLACED CORRECTLY; THAT LAP PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS LENGTHS, STAGGER AND OFFSETS ARE PROVIDED;
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. AND THAT ALL MECHANICAL CONNECTIONS ARE
<br /> INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF COMPACTED FILL.
<br /> b. PERIODIC SPECIAL INSPECTION -THE PART-TIME OR INTERMITTENT AND/OR EVALUATION REPORT. APPROPRIATELY PREPARED PRIOR TO
<br /> OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br /> PLACING COMPACTED FILL
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING �
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK. PERFORM CLASSIF{CATION AND CONTINUOUS � PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT
<br /> CAST-IN BOLTS & EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHQRS OR EMBEDS CAST IN TESTING OF COMPACTED FILL
<br /> EACH LIFT FOR PROPER CLASSIFICA710NS
<br /> . E SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS CONCRETE IS REQUIRED WHEN ALLOWABLE MATERIALS AND GRADATIONS NOT LESS THAN ONCE
<br /> INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE l.OADS HAVE BEEN INCREASED OR WHERE FOR EACH 10,OOOFT 2 OF SURFACE AREA.
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR. THE REPORTS SHALL STRENGTH DESIGN IS USED.
<br /> INCLUDE THE FOLLOWING.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. VERIFY PROPER MATERIALS, CONTINUOUS � PERIODIC ❑
<br /> POST-INSTALLEQ ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL POST-INSTALLED ANCHORS/DOWELS SHALL DENSITIES AND LIFT THICKNESSES
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED. DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE DURING PLACEMENT AND
<br /> c. LISTING ANY NON-CONFORMING ITEMS.
<br /> APPROVED ICC-ES REPORT. COMPACTION
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED.
<br /> USE OF REQUIRED MIX DESIGN CONTINUOUS � PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE STRUCTURAL STEEL (IBC 1705.Z.�, 1705.� 'I.'I 8c 'I7O5.'I2.2�
<br /> e. LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED APPROVED CONSTRUCTION DOCUMENTS; ACI
<br /> BY THE ENGINEER, ARCHITECT, OR BUILDING DIVISION'S INSPECTORS. 318;CH 4, 5.2-5.4; AND IBC 19004.3, 19.13.2, 1913.3. PRIOR TO WELDING (TABLE N5.4-�, AISC 360-�0�: �
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF
<br /> THE CONTRACTOR, AND NOTE ALL SUCH ITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> RESOLVED IN A TIMELY MANNER AND IS ABOUT TQ BE WCORPORATED IN THE WORK, THE CONCRETE SAMPLING FOR STRENGTH CONTINUOUS � PERIODIC � VERIFY WELDING PROCEDURES(WPS) CONTINUOUS � PERIODIC p
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF RECORD. TESTS, SLUMP,AIR CONTENT, AND AND CONSUMABLE CERTIFICATES
<br /> TEMPERATURE �
<br /> MATERIAL IDENTIFICATION CONTINUOUS ❑ PERIODIC � VERIFY TYPE AND GRADE OF MATERIAL.
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION, ENGINEER OF RECORD, CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC � WELDER IDENTIFICATION CONTINUOUS ❑ PERIODIC � A SYSTEM SHALL BE MAINTAINED BY WHICH A
<br /> AND/OR OTHERS AS DESIGNATED.
<br /> WELDER WHO HAS WELDED A JOINT OR
<br /> MEMBER CAN BE IDENTIFIED.
<br /> 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE Fir-uP cRoovE wE�os coNrirvuous p PERIODIC � VERIFY JOINT PREPARATION,DIMENS�ONS,
<br /> CLEANLINESS,TACKWG,AND BACKING
<br /> U LDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR
<br /> WERE FULFILLED, ALL QISCREPANCIES WERE CORRECTED OR RESOLVED, AND ALL WORK TECHNIQUES CONCRETE IS KEPT AT> 50°F FOR AT LEAST 7 accEss Ho�Es coNri�vuous ❑ PERIODIC � VERIFYCONFIGURATIONAND FINISH.
<br /> REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN DAYS AFTER PLACEMENT. HIGH-EARLY-
<br /> DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES.ANY ITEMS UNRESOLVED OR STRENGTH CONCRETE SHALL BE KEPTAT >50°F FIT-UPOFFILLETWELDS CONTINUOUS ❑ PERIODIC � VERIFYALIGNMENT,GAPSATROOT,
<br /> DISCREPANCIES IN COVERAGE (I.E, MISSED WSPECTIONS, PERIODIC INSPECTIONS WHEN CLEANLINESS OF STEEL SURFACES,AND TACK
<br /> FOR AT LEAST 3 DAYS.ACCELERATED CURING WELD QUALITYAND LOCATION.
<br /> CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT. METHODS MAY BE USED (SEE ACI 318:5.11.3). THE �
<br /> AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE DURING WELDING (TABLE N5.4-2, AISC 360-'I O�:
<br /> 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: CONCRETE. SHOTCRETE SHALL BE ITEM FREQUENCYOF INSPECTION INSTRUCTIONS
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 USE OF QUALIFIED WELDERS coNrir,uous ❑ PERIODIC � VERIFY THAT WELDERS ARE APPROPRIATELY
<br /> HOURS AFTER SHOTCRETING.ALL CONCRETE QUALIFIED.
<br /> WILL PERFORM THE INSPECTIONS. MATERIALS, REINFQRCEMENT, FORMS, FILLERS, �
<br /> AND GROUND SHALL BE FREE FROM FROST. IN CONTROL AND HANDLING OF WELDING CONTINUOUS ❑ PERIODIC � VERIFY PACKAGING AND EXPOSURE CONTROL,
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT HOT WEATHER CONDITIONS ENSURE THAT CONSUMABLES
<br /> THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS APPROPRIATE MEASURES ARE TAKEN TO AVOID CRACKEDTACK WELDS CONTINUOUS ❑ PERIODIC � VERIFYTHATWELDWG DOES NOTOCCUR
<br /> CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION. PLASTIC SHRINKAGE CRACKING AND THAT THE ovERCRacKEo-rACKwE�os.
<br /> SPECIFIED WATERICEMENT RATIO IS NOT
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. �
<br /> EXCEEDED. ENVIRONMENTAL CONDITIONS CONTINUOUS ❑ PERIODIC � VERIFY WIND SPEED IS WITHIN LIMITS AS WELL
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> AS PRECIPITATION AND TEMPERATURE.
<br /> WPS FOLLOWED CONTINUOUS ❑ PERIODIC � VERIFY ITEMS SUCH AS SETTINGS ON WELDING
<br /> e• WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SP�CIAL INSPECTION ERECTION OF PRECAST CONCRETE CONTWUOUS ❑ PERIODIC � VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, EQUIPMENT,TRAVEL SPEED,wE�oirvc
<br /> ASSEMBLED AND BRACED IN ACCORDANCE WITH rnarERiA�s,SHIELDING GASTYPE/FLOW RATE,
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED REHEAraPPUEo,INTERPASS TEMPERATURE
<br /> THE APPROVED CONSTRUCTION DOCUMENTS. MAINTAINED AND PROPER POSITION.
<br /> AND ACCEPTED. �
<br /> FORMWORK CONTINUOUS WELDING TECHNIQUES CONTINUOUS ❑ PERIODIC � VERIFY INTERPASS AND FINAL CLEANING,EACH
<br /> ❑ PERIODIC � VERIFY THAT THE FORMS ARE PLACED PLUMB PASS IS WITHIN PROFILE LIMITATIONS,AND
<br /> AND CONFORM TO THE SHAPES, LINES, AND QUALITYOFEACHPASS.
<br /> DIMENSIONS OF THE MEMBERS AS REQUIRED BY AFTER WELDING TABLE N5.4-3, AISC 3CO-1 O :
<br /> THE APPROVED CONSTRUCTION DOCUMENTS. � � .
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> WELDS CLEANED CONTINUOUS ❑ PERIODIC � VERIFY THAT WELDS HAVE BEEN PROPERLY
<br /> CLEANED
<br /> SIZE,LENGTH,AND LOCATION OF CONTINUOUS � PERIODIC ❑
<br /> WELDS
<br /> WELDS MEET VISUAL ACCEPTANCE CONTINUOUS � PERIODIC ❑
<br /> CRITERIA
<br /> ARC STRIKES CONTINUOUS � PERIODIC ❑
<br /> K-AREA CONTINUOUS � PERIODIC ❑
<br /> BACKING&WELD TABS REMOVED CONTINUOUS � PERIODIC ❑
<br /> REPAIRACTIVITIES CONTINUOUS � PERIODIC o �l EW S H E ET A D D E D
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<br /> DOCUMENT ACCEPTANCE OR CONTINUOUS � PERIODIC ❑
<br /> REJECTION OF WELDED JOINTIMEMBER
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<br /> This ifem has been electronically signed and sealed by Thomas Lee, PE using a digital
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<br /> 19020 33rd Ave W,Suite 530 State of Washington
<br /> rinted copies of this document are nof considered signed and sealed and the signature must �y��w�d,Washington,98035 Certificate of Authorization ,
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<br /> ' 2 VGrI 12C�0/1 811)/2I2Cfr0111C COpIGS Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DA E SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> o�,S A . � ACCEPTABILITY BEL o� 2� �s STATEMENT OF SPECIAL INSPECTIONS
<br /> 0 RELEASE 8 — IFC WING BODY JOIN — WBS16321 25-35 BEL TAL 07 27 16 `�` F WAs
<br /> � �� � � � '���o ti,�FF THIS DESIGN AND/OR cK 16321 07/27/16
<br /> � �'�, SPECIFICATION IS APPROVED AHM 07 27 16 SHEEf
<br /> BOE���� .20a ,��e ' _°'' MT) APPROVED BY DEPT. DATE TAL 07 27 16 T�� FACTORY TRANSFORMATION 777X WING BODY JOIN :
<br /> CHECKED ��O V O O
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<br /> ��q 254 1 � APPRo�Eo B U I LD I N G 4Q�O�� JOB N0. COMP N0.
<br /> F �F��sTE��° .� WO 15/2899-800
<br /> s s�oNA� ��'G APPRovE� STRUCTURAL MASTER �ER�, Wq �wc No. 40-035—S2o-800
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