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STATEMENT OF SPECIAL INSI 1 IBC
<br />1. THE OWNER SHALL HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL
<br />INSPECTIONS IN ACCORDANCE WITH SECTION 1704.2 OF THE INTERNATIONAL BUILDING CODE (IBC).
<br />2. THE STATEMENT OF SPECIAL INSPECTIONS HEREIN IS FULFILLMENT OF THE REQUIREMENTS OF IBC SECTIONS 1704
<br />AND 1705.
<br />3. SPECIAL INSPECTIONS AND TESTING SHALL DE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND
<br />SPECIFICATIONS, THIS STATEMENT, IBC CHAPTER 17 AND ITS REFERENCED STANDARDS.
<br />4. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION APPROVED PLANS,
<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
<br />ACTIONS OR FREQUENCIES OF INSPECTIONS ARE AS FOLLOWS:
<br />A. "CONTINUOUS", FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br />SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.
<br />B. "PERIODIC", INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br />SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED AND AT THE
<br />COMPLETION OF THE WORK.
<br />C. "OBSERVE" THESE ITEMS ON A RANDOM BASIS (AISC). OPERATIONS NEED NOT BE DELAYED PENDING
<br />THESE INSPECTIONS.
<br />D. "PERFORM" THESE TASKS FOR EACH BOLTED CONNECTION, WELDED JOINT, OR MEMBER (AISC).
<br />5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT
<br />THE JOB SITE WITH THE CONTRACTOR FOR THE BUILDING OFFICIAL'S INSPECTOR. THE REPORTS SHALL INCLUDE THE
<br />FOLLOWING.
<br />A. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED.
<br />B. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED.
<br />C. LIST OF NON -CONFORMING ITEMS.
<br />D. HOW NQN-CONFORMING ITEMS WERE RESOLVED OR UNRESOLVED.
<br />E. LIST OF CHANGES OR CORRECTIONS TO NON -CONFORMING ISSUES AUTHORIZED BY THE ENGINEER,
<br />ARCHITECT, OR BUILDING OFFICIAL'S INSPECTORS.
<br />6. THE INSPECTOR SHALL BRING NON -CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR, AND
<br />NOTE ALL SUCH ITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE
<br />INCORPORATED IN THE WORK, THE SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
<br />7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND INSPECTIONS PERFORMED DIRECTLY
<br />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
<br />THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING WERE FULFILLED, ALL DISCREPANCIES WERE
<br />CORRECTED OR RESOLVED, AND ALL WORK REQUIRING SPECIAL INSPECTIONS 18 IN CONFORMANCE WITH THE
<br />APPROVED DESIGN DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR
<br />DISCREPANCIES IN COVERAGE (I.E. MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN CONTINUOUS WAS
<br />REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT.
<br />9, SPECIAL INSPECTION AND TEST REQUIREMENTS FOR CERTAIN BUILDING ELEMENTS IMPLIED BY THE STATEMENT OF
<br />SPECIAL INSPECTIONS YET LISTED AS EXEMPT BY IBC IS PERMITTED TO BE WAIVED WITH WRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />10. REQUIREMENTS FOR WIND RESISTANCE:
<br />STATEMENT OF SPECIAL INSPECTION FOR WIND RESISTANCE IS NOT REQUIRED. (REQUIRED IN WIND EXPOSURE
<br />CATEGORY B, WHERE THE NOMINAL DESIGN WIND SPEED, VaSd IS 120 MPH OR GREATER. REQUIRED IN WIND
<br />EXPOSURE CATEGORY C OR D, WHERE THE NOMINAL DESIGN WIND SPEED, Vasd IS 110 MPH OR GREATER.)
<br />11. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR FABRICATION OF A SYSTEM OR COMPONENT
<br />DESCRIBED ABOVE SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER
<br />OR THE OWNER'S AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT IN
<br />ACCORDANCE WITH IBC 1704.4. REQUIREMENTS FOR SEISMIC RESISTANCE:
<br />STATEMENT OF SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED.
<br />DESCRIPTION OF SEISMIC FORCE -RESISTING SYSTEM SUBJECT TO SPECIAL INSPECTION AND TESTING FOR SEISMIC
<br />RESISTANCE: (REQUIRED FOR SEISMIC DESIGN CATEGORIES C, D, E, OR F IN ACCORDANCE WITH IBC SECTIONS
<br />1705.12.1 THROUGH 1705.12.3, 1705.13.1, AND 1705.13.2.)
<br />STEEL INTERMEDIATE MOMENT FRAMES
<br />EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OR FABRICATION OF A SYSTEM OR COMPONENT
<br />DESCRIBED ABOVE SHALL SUBMIT'A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER
<br />OR THE OWNER'S AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT IN
<br />ACCORDANCE WITH IBC 1704.4.
<br />12. THIS STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER OF RECORD WITH THE
<br />UNDERSTANDING THAT THE BUILDING OFFICIAL WILL:
<br />A. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL
<br />PERFORM THE INSPECTIONS.
<br />B. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE
<br />QUALIFIED AND PERFORMING THEIR DUTIES AS CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION.
<br />C. REVIEW SUBMITTED INSPECTION REPORTS.
<br />D, PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br />E. ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION REPORTS AND THE FINAL SPECIAL
<br />INSPECTION REPORT HAVE BEEN SUBMITTED AND ACCEPTED.
<br />SYM REVISION
<br />0 IFC I HBL EXPANSION PACKAGE POSITION 7
<br />BY APPROVED
<br />IFC IFC
<br />CONCRETE CONSTRUCTION (IBC 1 e "
<br />ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br />VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF
<br />SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT
<br />AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT
<br />REINFORCING STEEL CONTINUOUS PERIODIC HOOKS, BEND, TIES, STIRRUPS AND SUPPLEMENTAL
<br />REINFORCEMENT ARE PLACED CORRECTLY; THAT LAP LENGTHS,
<br />STAGGER AND OFFSETS ARE PROVIDED; AND THAT ALL
<br />MECHANICAL CONNECTIONS ARE INSTALLED PER THE
<br />MANUFACTURER'S INSTRUCTIONS AND/OR EVALUATION REPORT.
<br />CAST -IN BOLTS & EMBEDS CONTINUOUS PERIODIC INSPECT ANCHORS CAST IN CONCRETE.
<br />ANCHORS POST -INSTALLED IN HARDENED
<br />CONCRETE MEMBERS: ADHESIVE ANCHORS
<br />INSTALLED IN HORIZONTALLY OR UPWARDLY
<br />CONTINUOUS
<br />PERIODIC
<br />SHALL BE SPECIALLY INSPECTED AS
<br />INCLINED ORIENTATIONS TO RESIST SUSTAINED
<br />R
<br />REQUIRED
<br />REQUIRED BY THE APPROVED ICC-ES REPORT.
<br />TENSION LOADS
<br />ANCHORS POST -INSTALLED IN HARDENED
<br />CONCRETE MEMBERS: MECHANICAL ANCHORS AND
<br />ADHESIVE ANCHORS INSTALLED IN DOWNWARD
<br />CONTINUOUS
<br />PERIODIC
<br />ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS
<br />ORIENTATIONS NOT SUBJECTED TO SUSTAINED
<br />REQUIRED BY THE APPROVED ICC-ES REPORT.
<br />TENSION LOADS
<br />USE OF REQUIRED MIX
<br />VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED
<br />DESIGN
<br />CONTINUOUS
<br />PERIODIC
<br />CONSTRUCTION DOCUMENTS; ACI 318;CH 19, 26.4.3, 26.4.4;
<br />AND IBC 1904.1, 1904.2, 1908.2, 1908.3
<br />PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
<br />CONCRETE TESTS
<br />CONTINUOUS
<br />PERIODIC
<br />STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,
<br />AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
<br />CONCRETE PLACEMENT
<br />CONTINUOUS
<br />PERIODIC
<br />INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION
<br />TECHNIQUES.
<br />VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS
<br />KEPT AT > 50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br />HIGH -EARLY -STRENGTH CONCRETE SHALL BE KEPT AT >50°F
<br />FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY
<br />BE USED (SEE ACI 318:26.4.7 - 26.4.9). THE AMBIENT
<br />TEMPERATURE FOR SHOTCRETE SHALL BE >40°F FOR THE
<br />CURING TEMPERATURE AND TECHNIQUES
<br />CONTINUOUS
<br />PERIODIC
<br />SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE
<br />SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br />HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS,
<br />REINFORCEMENT, FORMS, FILLERS, AND GROUND SHALL BE
<br />FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE
<br />THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC
<br />SHRINKAGE CRACKING AND THAT THE SPECIFIED
<br />WATER/CEMENT RATIO IS NOT EXCEEDED.
<br />STRENGTH VERIFICATION
<br />CONTINUOUS
<br />PERIODIC
<br />VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR
<br />TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING
<br />OF POST -TENSIONED TENDONS.
<br />VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM
<br />FORMWORK
<br />CONTINUOUS PERIODIC TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS
<br />REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.
<br />SPECIAL
<br />SEISMICI(IBC 1705.12 AND IBC 1705.13)
<br />STRUCTURAL L SEISMIC INSPECTIONS I - )
<br />ITEM INSPECTION ACTION INSTRUCTIONS
<br />ALL MEMBERS INDICATED AS SFRS SHALL BE SUBJECT TO THE
<br />QUALITY ASSURANCE PLAN IN ACCORDANCE WITH CHAPTER J PER
<br />AISC 341-10, MT TEST 100% OF ALL PARTIAL PENETRATION WELDS
<br />AT COLUMN BASES AND COLUMN SPLICES IN SFRS. AFTER AT
<br />LEAST (20)- PJP WELDS HAVE BEEN MT TESTED, THE TESTING
<br />INSPECTION OF STRUCTURAL WELDING IN PERFORM OBSERVE RATE MAY BE REDUCED TO 10% PROVIDED THE REJECTION RATE
<br />ACCORDANCE WITH AISC SEISMIC IS 5% OR LESS FOR A PARTICULAR WELDER. AT LARGE PARTIAL
<br />PROVISIONS PENETRATION WELDS (1" GROOVES AND LARGER), UT TEST 100%
<br />CJP GROOVE WELDS AT BRACING REINFORCING PLATES. AFTER
<br />(40)- CJP GROOVE WELDS HAVE BEEN UT TESTED, THE TESTING
<br />RATE MAY BE REDUCED TO 25% PROVIDED THE REJECTION RATE
<br />ID 5% OR LESS FOR A PARTICULAR WELDER.
<br />WELDING OF SEISMIC FORCE RESISTING SYSTEM SHALL
<br />MEET THE REQUIREMENTS OF AWS D1.8/D1.8M INCLUDING
<br />THE FOLLOWING SECTIONS AND ANNEXES:
<br />WELDING INSPECTION AND NON-DESTRUCTIVE 1. GENERAL REQUIREMENTS
<br />TESTING SHALL MEET REQUIREMENTS OF AWS PERFORM OBSERVE
<br />7. INSPECTION
<br />D1.8/D1.8M
<br />ANNEX F. SUPPLEMENTAL ULTRASONIC TECHNICIAN TESTING.
<br />ANNEX G. SUPPLEMENTAL MAGNETIC PARTICLE TESTING
<br />PROCEDURES.
<br />ANNEX H. FLAW SIZING BY ULTRASONIC TESTING.
<br />PROTECTED ZONES
<br />PERFORM
<br />OBSERVE
<br />'this item h
<br />VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE o
<br />3s been
<br />esusf it
<br />WITHIN THE PROJECTED ZONE (SEE TABLE J8-1 OF AISC 34 1- 1 0),and sealedand
<br />the
<br />electronic
<br />spies.
<br />DATE SYM REVISION BY APPROVED DATE
<br />09/01 /22
<br />CONTINUITY PLATES OR STIFFENERS ARE .
<br />PERFORM
<br />LA
<br />OBSERVE
<br />NDT PER SECTION J6.2e.
<br />PERFORMED IN k-AREA --
<br />COMPLETE -JOINT -PENETRATION (CJP) GROOVE
<br />PERFORM
<br />OBSERVE
<br />NDT PER SECTION J6.2b. PERCENTAGE OF TESTING IS
<br />WELDS IN MATERIALS 5/16-INCH THICK OR GREATER
<br />PERMITTED TO BE REDUCED PER SECTIONS J6.2g AND J6.2h.
<br />BASE METAL THICKER THAN 1-1/2-INCH LOADED IN
<br />TENSION IN THE THROUGH -THICKNESS DIRECTION
<br />NDT PER SECTION J6.2c. USE ASTM A435 OR ASTM A898 (LEVEL 1
<br />IN TEE AND CORNER JOINTS WHERE THE
<br />PERFORM
<br />OBSERVE
<br />CRITERIA) AS BASIS FOR ACCEPTANCE OF ANY MATERIAL
<br />CONNECTED MATERIAL IS > 3/4 INCH AND
<br />DISCONTINUITIES.
<br />CONTAINS CJP GROOVE WELDS
<br />THERMALLY CUT SURFACES OF BEAM COPES AND
<br />ACCESS HOLES AT WELDED SPLICES AND
<br />PERFORM
<br />LLJ
<br />OBSERVE
<br />NDT PER SECTION J6.2d.
<br />CONNECTIONS
<br />REDUCED BEAM SECTION (RBS) REPAIR ! PERFORM , OBSERVE
<br />NDT PER SECTION J6.2e.
<br />WELD TAB REMOVAL SITES
<br />PERFORM
<br />OBSERVE
<br />NDT PER SECTION J6.2f.
<br />DESIGNATED I I TEMS (IBC 1705.12.4):
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />DESIGNATED
<br />INSPECT AND VERIFY THAT THE COMPONENT LABEL, ANCHORAGE,OR
<br />SEISMIC SYSTEMS VERIFICATION
<br />CONTINUOUS
<br />PERIODIC
<br />MOUNTING CONFORMS TO THE CERTIFICATE OF COMPLIANCE
<br />IN ACCORDANCE WITH SECTION 1705.13.3.
<br />ARCHITECTURAL COMPONENTS (IBC17.1 1 .1 .)®
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />ANCHORAGE OF ELECTRICAL EQUIPMENT
<br />VERIFY THAT ANCHORAGE COMPLIES WITH APPROVED
<br />FOR EMERGENCY OR STANDBY POWER
<br />CONTINUOUS
<br />PERIODIC
<br />CONSTRUCTION DOCUMENTS. PERFORMED BY CODE INSPECTION
<br />SYSTEMS
<br />FIRM.
<br />INSTALLATION AND ANCHORAGE OF PIPING
<br />VERIFY THAT INSTALLATION AND RESISTANT COMPLY WITH
<br />SYSTEMS CARRYING FLAMMABLE, COMBUSTIBLE
<br />CONTINUOUS
<br />PERIODIC
<br />APPROVED CONSTRUCTION DOCUMENTS. PERFORMED BY CODE
<br />OR HIGHLY TOXIC MATERIALS
<br />INSPECTION FIRM.
<br />INSTALLATION AND ANCHORAGE OF HVAC
<br />DUCTWORK CONTAINING HAZARDOUS
<br />CONTINUOUS
<br />PERIODIC F71APPROVED
<br />VERIFY THAT INSTALLATION AND RESISTANT COMPLY WITH
<br />CONSTRUCTION DOCUMENTS. PERFORMED BY CODE
<br />MATERIALS
<br />INSPECTION FIRM.
<br />INSTALLATION AND ANCHORAGE OF VIBRATION
<br />ISOLATION SYSTEMS HAVING A CLEARANCE OF
<br />CONTINUOUS
<br />PERIODIC
<br />VERIFY THAT INSTALLATION COMPLIES WITH APPROVED
<br />CONSTRUCTION DOCUMENTS AND MANUFACTURERS
<br />1/4" BETWEEN THE EQUIPMENT SUPPORT 6 FRAME
<br />AND RESTRAINT.
<br />RECOMMENDATIONS. PERFORMED BY CODE INSPECTION FIRM.
<br />CONFIRM THAT MANUFACTURERS CERTIFICATION OF COMPLIANCE
<br />DESIGNATED SEISMIC SYSTEMS
<br />CONTINUOUS El
<br />PERIODIC
<br />CONFORMS TO THE REQUIREMENTS OF SECTION 13.2 OF ASCE 7-10.
<br />VERIFY THAT THE LABEL, ANCHORAGE OR MOUNTING CONFORMS TO
<br />THE MANUFACTURER'S CERTIFICATION OF COMPLIANCE.
<br />PERFORMED BY CODE INSPECTION FIRM.
<br />;lectronically signed and sealed by (0
<br />using a digital signature and data.
<br />s document are not considered signed
<br />signature must be verified on any
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<br />REV19020 33rd Ave W, Suite #500 State of Washington
<br />Ceriifcate of Authorization
<br />Lynnwood, Washington, 98036 Architecture No. 603235512
<br />425-921-3500 Engineering No. 3137
<br />SUBTITLE - CURRENT REVISION SYMBOL DATE
<br />STATEMENT OF SPECIAL INSPECTIONS 16123 09/01 /22
<br />SHEET
<br />TITLE
<br />BUILDING 40-023
<br />S2o-b -200
<br />®B No. WO 15/2399-200
<br />STRUCTURAL MASTER EVERETT, WA DWG NO. 40-023- 20-b
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