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Q Q Q �- Q Q Q _ Q _ Q STUCTUAL STEEL (Hc 1705.2. 1 , 1705. 12. 1 8c 1705. 13. 1 ) CO\'T
<br /> STATF � _ \T 0 S _C AL I \ Q �CTI0 \ S _R 2015 BC � LQJ R _ �_ S _CAL \ S � CT 0 \ S A D T_STQ P _RQ BC 2015 w
<br /> 1. THE OWNER SHALL HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION"
<br /> AS "PERIODIC" OR "CONTINUOUS" OR UNDER COLUMNS "INSPECTION ACTION" AS "PERFORM" OR "OBSERVE". IF 30 LTE D CO\\ECTI 0\ — PIO TO 30 LTI\G (TA3LE \5.4-3, AISC 360- 10):
<br /> INSPECTIONS IN ACCORDANCE WITH SECTION 1704.2 OF THE 2015 INTERNATIONAL BUILDING CODE (IBC). NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT REQUIRE ANY SPECIAL INSPECTION. c_.)
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<br /> 2. THE STATEMENT OF SPECIAL INSPECTIONS HEREIN IS FULFILLMENT OF THE REQUIREMENTS OF 2015 IBC SECTIONS 1704 AND 1705. —
<br /> 3. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND ITEM INSPECTION ACTION INSTRUCTIONS Lu
<br /> SPECIFICATIONS, THIS STATEMENT, IBC 2015 CHAPTER 17 AND ITS REFERENCED STANDARDS.
<br /> 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION APPROVED PLANS, SPECIAL CASES (I3C 17 0 5. 1 . 1 ): CE_RTIFICATIONS OF FASTENERS PERFORM X OBSERVE r,
<br /> SPECIFICATIONS, AND APPLICABLE PROVISIONS OF THE IBC. THE ARCHITECT/ENGINEER'S REVIEWED SHOP DRAWINGS, ►,
<br /> AND/OR PLACEMENT DRAWINGS, MAY BE USED ONLY AS AN AID TO SPECIAL INSPECTIONS. THE DEFINITIONS FOR ACTIONS
<br /> OR FREQUENCIES OF INSPECTIONS ARE AS FOLLOWS: VERIFY THAT FASTENERS HAVE BEEN MARKED IN I
<br /> a. "CONTINUOUS", FULL—TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED ITEM FREQUENCY OF INSPECTION INSTRUCTIONS FASTENERS MARKED PERFORM OBSERVE X ACCORDANCE WITH ASTM REQUIREMENTS.
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. cc
<br /> MATERIAL ALTERNATIVES OR PER DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR
<br /> b. "PERIODIC", INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED UNUSUAL DESIGN APPLICATIONS CONTINUOUS X PERIODIC REPORT FROM AN ACCEPTED ACCREDITATION AGENCY PROPER FASTENERS FOR JOINT PERFORM OBSERVE ix VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS a_
<br /> SPECIALINSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE (I.E. ICC—ES). ARE EXCLUDED FROM THE SHEAR PLANE.
<br /> COMPLETION OF THE WORK. o
<br /> c• "OBSERVE" THESE ITEMS ON A RANDOM BASIS (AISC). OPERATIONS NEED NOT BE DELAYED w
<br /> PENDING THESE INSPECTIONS. PROPER BOLTING PROCEDURE PERFORM OBSERVE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. D
<br /> d. "PERFORM" THESE TASKS FOR EACH OLTED CONNECTION, WELDED JOINT, OR MEMBER (AISC). STUCTUAL STEEL (I3C 1705.2. 1 , 1705. 12. 1 & 1705. 13. 1 )
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR INSPECTIONS. THE DAILY REPORTS SHALL NOTE: SPECIAL INSPECTION OF RAILING SYSTEMS COMPOSED OF VERIFY APPROPRIATE PAYING SURFACE CONDITION AND
<br /> SHA THE JOB SITEWITH THE CONTRACTOR FOR THE BUILDING OFFICIAL'S INSPECTOR. THE REPORTS STRUCTURAL STEEL ELEMENTS SHALL BE LIMITED TO WELDING INSPECTION CONNECTING ELEMENTS PERFORM OBSERVE X HOLE PREPARATION, IF SPECIFIED, MEET REQUIREMENTS.
<br /> SHALLLL INCLUDE THE FOLLOWING. OF WELDS AT THE BASE OF CANTILEVERED RAIL POSTS.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. OBSERVE AND DOCUMENT VERIFICATION TESTING BY
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED. PRE—INSTALLATION VERIFICATION TESTING PERFORM X OBSERVE INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES
<br /> c. LIST OF NON—CONFORMING ITEMS. WELDED CONNECTION - PRIOR TO WELDING (TABLE N5.4-1, AISC 360-10): AND METHODS USED.
<br /> d. HOW NON—CONFORMING ITEMS WERE RESOLVED OR UNRESOLVED. X VERIFY PROPER STORAGE OF BOLTS, BUTS, WASHERS,
<br /> ITEM INSPECTION ACTION INSTRUCTIONS PROPER STORAGE PERFORM OBSERVE AND OTHER FASTENER COMPONENTS.
<br /> e• LIST OF CHANGES OR CORRECTIONS TO NON—CONFORMING ISSUES AUTHORIZED BY
<br /> THE ENGINEER, ARCHITECT, OR BUILDING OFFICIAL'S INSPECTORS.
<br /> 6. THE INSPECTOR SHALL BRING NON—CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR, AND VERIFY WELDING PROCEDURES (WPS) AND PERFORM X OBSERVE ** NOT REQUIRED IF ONLY SNUG—TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10)
<br /> NOTE ALL SUCH ITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT RESOLVED IN A TIMELY MANNER AND IS CONSUMABLE CERTIFICATES
<br /> ABOUT TO BE INCORPORATED IN THE WORK, THE SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER
<br /> OF RECORD. BOLTED CO\\ ECTIO \ — DU I\G 3OLTI \G (TA3LE \5.6-2, AISC 36C - 10) :
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND INSPECTIONS PERFORMED MATERIAL IDENTIFICATION PERFORM OBSERVE X VERIFY TYPE AND GRADE OF MATERIAL.
<br /> DIRECTLY TO THE BUILDING OFFICIAL, ENGINEER OF RECORD, AND/OR OTHERS AS DESIGNATED.
<br /> 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE BUILDING OFFICIAL STATING THAT \/ ITEM INSPECTION ACTION INSTRUCTIONS
<br /> ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING WERE FULFILLED, ALL DISCREPANCIES WERE CORRECTED OR WELDER IDENTIFICATION PERFORM OBSERVE X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO
<br /> RESOLVED, AND ALL WORK REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED.
<br /> AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR DISCREPANCIES IN COVERAGE (I.E. MISSED FASTENER ASSEMBLIES PERFORM OBSERVE X VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE
<br /> INSPECTIONS, PERIODIC INSPECTIONS WHEN CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE ° CONDITION, PLACED IN ALL HOLES, AND WASHERS ARE
<br /> REPORT. FIT—UP GROOVE WELDS PERFORM OBSERVE 7 VERIFY JOINT PREPARATION, DIMENSIONS, POSITIONED AS REQUIRED.
<br /> CLEANLINESS, TACKING, AND BACKING TYPE AND FIT.
<br /> 9. SPECIAL INSPECTION AND TEST REQUIREMENTS FOR CERTAIN BUILDING ELEMENTS IMPLIED BY THE STATEMENT OF SPECIAL VERIFY THAT JOINTS ARE BROUGHT TO SNUG—TIGHT
<br /> INSPECTIONS YET LISTED AS EXEMPT BY IBC IS PERMITTED TO BE WAIVED WITH WRITTEN APPROVAL FROM THE ENGINEER SNUG—TIGHT PRIOR TO PRETENSIONING PERFORM OBSERVE IXCONDITION PRIOR TO PRETENSIONING OPERATION.
<br /> OF RECORD. ACCESS HOLES PERFORM OBSERVE X VERIFY CONFIGURATION AND FINISH.
<br /> 10. THIS STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER OF RECORD WITH THE VERIFY THAT FASTENER COMPONENT TURNED BY
<br /> UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: FASTENER COMPONENT PERFORM OBSERVE XWRENCH IS NOT PREVENTED FROM ROTATING.
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE FIT—UP OF FILLET WELDS PERFORM OBSERVE X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL
<br /> INSPECTIONS. SURFACES, AND TACK WELD QUALITY AND LOCATION. �/ VERIFY THAT FASTENERS ARE PRETENSIONED IN
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS PRETENSIONED FASTENERS PERFORM OBSERVE X ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING
<br /> ARE QUALIFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD
<br /> INSPECTION. THE FREE EDGES.
<br /> c• REVIEW SUBMITTED INSPECTION REPORTS. WELDED CO\\ECTI O N — DU•I\G WELD I \G (TAd LE \ 5.4—2, AISC 360- 10): ** NOT REQUIRED IF ONLY SNUG—TIGHT JOINTS ARE SPECIFIED (PER SECTION N5.6(1) OF AISC 360-10).
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. ** NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN—OF—THE—NUT METHOD WITH MATCH—MARKING,
<br /> e• ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL DIRECT—TENSION—INDICATORS, OR TWIST—OFF TYPE TENSION CONTROL METHOD (PER SECTION N5.6(2) OF AISC
<br /> INSPECTION REPORT HAVE BEEN SUBMITTED AND ACCEPTED. ITEM INSPECTION ACTION INSTRUCTIONS 360-10).
<br /> USE OF QUALIFIED WELDERS PERFORM OBSERVE VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. 30 LIED CO\ \ECTI 0\ — AFTE 30 LTI\G (TA3 LE \ 5.6—3, AISC 360- 10):
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> CONTROL AND HANDLING OF PERFORM OBSERVE XI VERIFY PACKAGING AND EXPOSURE CONTROL.
<br /> WELDING CONSUMABLES SOILS CO\STUCTIO\ (I3C 1705.6): DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM X OBSERVE
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<br /> BOLTED CONNECTIONS
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<br /> CRACKED TACK WELDS PERFORM OBSERVE VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED
<br /> TACK WELDS.
<br /> ITEM FREQUENCY OF INSPECTION INSTRUCTIONS OTHER STEEL I \SPECTIO\S (SECTIO\ \5.7, AISC 360- 10):
<br /> ENVIRONMENTAL CONDITIONS PERFORM OBSERVE X VERIFY WIND SPEED IS WITHIN LIMITS AS WELL AS
<br /> VERIFY SUBGRADE IS ADEQUATE TO PRECIPITATION AND TEMPERATURE.
<br /> ACHIEVE DESIGN BEARING CAPACITY CONTINUOUS PERIODIC X PRIOR TO PLACEMENT OF CONCRETE. ITEM INSPECTION ACTION INSTRUCTIONS
<br /> pp VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT,
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<br /> WPS FOLLOWED PERFORM OBSERVE TRAVEL SPEED, WELDING MATERIALS, SHIELDING GAS STRUCTURAL STEEL DETAILS PERFORM X OBSERVE ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE
<br /> VERIFY EXCAVATIONS EXTEND TO TYPE/FLOW RATE, REHEAT APPLIED, INTERPASS INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN
<br /> PROPER DEPTH AND HAVE REACHED CONTINUOUS PERIODIC X PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE. TEMPERATURE MAINTAINED AND PROPER POSITION. IN CONSTRUCTION DOCUMENTS, SUCH AS BRACES,
<br /> MATERIAL STIFFENERS, MEMBER LOCATIONS, AND PROPER APPLICATION
<br /> OF JOINT DETAILS AT EACH CONNECTION.
<br /> VERIFY , EACH PASS IS
<br /> APPROPRIATELY TELY REPAREDAT SUBGRADE HAPRIIOR TO CONTINUOUS PERIODIC X PRIOR TO PLACEMENT OF COMPACTED FILL. WELDING TECHNIQUES PERFORM OBSERVE BEENS X WITHIN PROFILEVERIFY INTERSS LIMI ATIONS,ANDLAN QNUA ITY OF EACH PASS. INSPECTOR SHALL BE ON THE PREMISES DURING THE
<br /> PLACING COMPACTED FILL ANCHOR RODS AND OTHER PERFORM X OBSERVE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
<br /> EMBEDMENTS SUPPORTING SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH
<br /> STRUCTURAL STEEL CONSTRUCTION DOCUMENTS. VERIFY THE DIAMETER, GRADE,
<br /> PERFORM CLASSIFICATION AND TESTING ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR TYPE, AND LENGTH OF THE ANCHOR ROD OR EMBEDDED
<br /> OF COMPACTED FILL MATERIALS CONTINUOUS ( I PERIODIC X PROPER CLASSIFICATIONS AND GRADATIONS LESS WELDED CO\\ECTIO\ — AFTER WELDI\G (TABLE \5.4-3, AISC 360- 10): ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO
<br /> THAN ONCE FOR EACH 10,000FT2 OF SURFACE AREA.
<br /> PLACEMENT OF CONCRETE.
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> VERIFY USE OF PROPER MATERIALS,DENSITIES AND LIFT THICKNESSES DURING CONTINUOUS 7 PERIODIC WELDS CLEANED PERFORM OBSERVE X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED \0\D EST U CTIVE TESTI\G (NDT) OF WELDED J O I\TS (TA3LE \5.4-3, AISC 360- 10):
<br /> PLACEMENT AND COMPACTION
<br /> X
<br /> ITEM INSPECTION ACTION INSTRUCTIONS
<br /> PERFORM OBSERVE ULTRASONIC TESTING SHALL BE PERFORMED ON 100% OF
<br /> SIZE, LENGTH, AND LOCATION OF WELDS COMPLETE—JOINT—PENETRATION (CJP) GROOVE PERFORM X OBSERVE CJP GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED
<br /> ACCEPTANCE CRITERIA TO CONSIDER INCLUDES CRACK WELDS IN MATERIALS 5/16—INCH THICK OR TENSION LOADING IN BUTT, TEE, AND CORNER JOINTS FOR
<br /> �/
<br /> GREATER STRUCTURES IN RISK CATEGORY III OR IV, 10% IN RISK
<br /> WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM X OBSERVE PROHIBITION, WELD/BASE—METAL FUSION, CRATER CROSS CATEGORY II, AND 0% IN RISK CATEGORY I. TESTING RATE
<br /> SECTION, WELD PROFILES AND SIZE, UNDERCUT, AND MUST BE INCREASED PER SECTION N5.5F IF 5% OR MORE
<br /> POROSITY. WELDS TESTED HAVE UNACCEPTABLE DEFECTS. THE RATE IS
<br /> PERMITTED TO BE REDUCED PER SECTION N5.5E.
<br /> ARC STRIKES PERFORM X OBSERVE
<br /> ACCESS HOLES (FLANGE > 2") PERFORM XI OBSERVE TESTED PER AISC 360-10-5C.
<br /> K—AREA PERFORM X OBSERVE
<br /> WELDED JOINTS SUBJECT TO FATIGUE PERFORM X OBSERVE PER AISC 360-10-5D.
<br /> BACKING & WELD TABS REMOVED PERFORM X OBSERVE
<br /> REPAIR ACTIVITIES PERFORM X OBSERVE6x
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<br /> DOCUMENT ACCEPTANCE OR REJECTION OF PERFORM X OBSERVE ''°
<br /> WELDED JOINT/MEMBER
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<br /> This item has been electronically signed and sealed by Architects Engineers, Inc.
<br /> (Andrew H.Miller,PE)usinga digital signature and date. State of Washington
<br /> Printed copies of this documentare not considered 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> signed and sealed and the signature must be verified on Lynnwood,Washington,98036
<br /> any electronic copies. Architecture No.603235512
<br /> 425-921-3500 Engineering No.3137
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY _ APPROVED DATE H Y 4, ACCEPTABILITY BEL 09/17/19 A 09/17/19
<br /> A ISSUE FOR PERMIT — 767 RATE INCREASE FA BEL AHM 09/17/19 fi ,N �Mlli h'/ THIS DESIGN AND/OR CHECKED STATEMENT OF SPECIAL INSPECTIONS
<br /> n �� SPECIFICATION IS APPROVED ILL 09/17/19 SHEET
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<br /> 4. .: r z APPROVED BY DEPT. DATE AHM 09/17/19
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