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AFTER I ®®,I ®1®
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />DOCUMENT ACCEPTANCE OR
<br />CONTINUOUS
<br />PERIODIC []
<br />REJECTION OF BOLTED CONNECTIONS
<br />INSPECTIONSOTHER STEEL
<br />(SECTION a , AISC 360-10; TABLES J8-1 & J-1-1 AISC 341®
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />STRUCTURAL STEEL DETAILS
<br />CONTINUOUS ❑
<br />PERIODIC ❑
<br />ALL FABRICATED STEEL OR STEEL FRAMES
<br />SHALL BE INSPECTED TO VERIFY COMPLIANCE
<br />WITH THE DETAILS SHOWN IN CONSTRUCTION
<br />DOCUMENTS, SUCH AS BRACES, STIFFENERS,
<br />MEMBER LOCATIONS, AND PROPER
<br />APPLICATION OF JOINT DETAILS AT EACH
<br />CONNECTION.
<br />ANCHOR RODS AND OTHER
<br />CONTINUOUS ®
<br />PERIODIC ❑
<br />SHALL BE ON THE PREMISES DURING THE
<br />EMBEDMENTS SUPPORTING
<br />PLACEMENT OF ANCHOR RODS AND OTHER
<br />STRUCTURAL STEEL
<br />EMBEDMENTS SUPPORTING STRUCTURAL STEEL
<br />FOR COMPLIANCE WITH CONSTRUCTION
<br />DOCUMENTS. VERIFY THE DIAMETER, GRADE,
<br />TYPE, AND LENGTH OF THE ANCHOR ROD OR
<br />EMBEDDED ITEM, AND THE EXTENT OR DEPTH
<br />OF EMBEDMENT PRIOR TO PLACEMENT OF
<br />CONCRETE.
<br />PROTECTED ZONES
<br />CONTINUOUS ❑
<br />PERIODIC ❑
<br />VERIFY THAT NO HOLES OR UNAPPROVED
<br />ATTACHMENTS ARE MADE WITHIN THE PROJECTED
<br />ZONE (SEE TABLE J84 OF AISC 341®10).
<br />ITEM f FREQUENCY OF INSPECTION INSTRUCTIONS
<br />ALL MEMBERS INDICATED AS SFRS SHALL BE
<br />INSPECTION OF STRUCTURAL WELDING CONTINUOUS ® PERIODIC ❑ SUBJECT TO THE QUALITY ASSURANCE PLAN IN
<br />IN ACCORDANCE WITH AtSC SEISMIC ACCORDANCE WITH APPENDIX J PER RISC 341-10. MT
<br />PROVISIONS TEST 100% OF ALL PARTIAL PENETRATION WELDS AT
<br />COLUMN BASES AND COLUMN SPLICES IN SFR.
<br />AFTER AT LEAST 20 PJP WELDS HAVE BEEN MT
<br />TESTED, THE TESTING RATE MAY BE REDUCED TO 10%
<br />PROVIDED THE REJECTION RATE IS 5% OR LESS FOR A
<br />PARTICULAR WELDER. AT LARGE PARTIAL
<br />PENETRATION WELDS (1 GROOVES AND LARGER), UT
<br />TEST 100% CJP GROOVE WELDS AT BRACING
<br />REINFORCING PLATES. AFTER 40CJP GROOVE WELDS
<br />HAVE BEEN UT TESTED, THE TESTING RATE MAY BE
<br />REDUCED TO 25% PROVIDED THE REJECTION RATE ID
<br />5% OR LESS FOR A PARTICULAR WELDER.
<br />ULTRASONICALLY TEST FOR
<br />DISCONTINUITIES BEHIND AND
<br />ADJACENT TO WELDS WITH BASE
<br />METAL THICKER THAN 1.5 INCHES
<br />WHERE SUBJECT TO THROUGH -
<br />THICKNESS WELD SHRINKAGE
<br />STRAINS.
<br />CONTINUOUS ®
<br />PERIODIC ❑
<br />USE ASTM A435 OR ASTM A893(LEVEL 1 CRITERIA) AS
<br />BASIS FOR ACCEPTANCE OF ANY MATERIAL
<br />DISCONTINUITIES.
<br />WELDING INSPECTION AND NOW
<br />CONTINUOUS ❑
<br />PERIODIC ❑]
<br />WELDING OF SEISMIC FORCE RESISTING
<br />DESTRUCTIVE TESTING SHALL MEET
<br />SYSTEM SHALL MEET THE REQUIREMENTS OF
<br />REQUIREMENTS OF AWSD1.3/D1.3M
<br />AAWS D1.3/D1.3M INCLUDING THE FOLLOWING
<br />SECTIONS AND ANNEXES:
<br />1. GENERAL REQUIREMENTS
<br />7, INSPECTION
<br />ANNEX F. SUPPLEMENTAL ULTRASONIC
<br />TECHNICIAN TESTING.
<br />ANNEX G. SUPPLEMENTAL MAGNETIC PARTICLE
<br />TESTING PROCEDURES.
<br />ANNEX H. FLAW SIZING BY ULTRASONIC
<br />TESTING.
<br />PROTECTED ZONES
<br />CONTINUOUS ❑
<br />PERIODIC ❑
<br />VERIFY THAT NO HOLES OR UNAPPROVED
<br />ATTACHMENTS ARE MADE WITHIN THE
<br />PROTECTED ZONE
<br />(SEE TABLE J3-1 OF AISC 341-10).
<br />SYM I REVISION
<br />0 1 REVISION RELEASE 117 (IFC-PHW2)
<br />STEEL ELEMENTS OF
<br />COMPOSITE CONSTRUCTION
<br />(TABLE ® 4 AISC 360-10;
<br />TABLES J9-1 THRU J9-3, AISC 341 -11):
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />PLACEMENT AND INSTALLATION OF
<br />CONTINUOUS ®
<br />PERIODIC
<br />❑
<br />VERIFY TYPE, GAGE AND STRENGTH OF DECK
<br />STEEL DECK
<br />AND CORRECT INSTALLATION.
<br />PLACEMENT AND INSTALLATION OF
<br />CONTINUOUS ❑
<br />PERIODIC
<br />0
<br />VERIFY SIZE, SPACING AND CORRECT
<br />STEEL HEADED STUD ANCHORS
<br />INSTALLATION OF STUDS.
<br />DOCUMENT ACCEPTANCE OR
<br />CONTINUOUS
<br />PERIODIC
<br />❑
<br />REJECTION OF STEEL ELEMENTS
<br />REINFORCING STEEL
<br />CONTINUOUS ❑
<br />PERIODIC
<br />®
<br />VERIFY APPROPRIATE REINFORCEMENT SIZE,
<br />SPACING, AND ORIENTATION; THAT IT HAS NOT
<br />BEEN RE -BENT IN FIELD; THAT IT IS CORRECTLY
<br />TIED AND SUPPORTED; AND THAT REQUIRED STEEL
<br />CLEARANCES HAVE BEEN PROVIDED.
<br />COMPOSITE MEMBER SIZE
<br />CONTINUOUS ❑
<br />PERIODIC
<br />VERIFY THAT COMPOSITE MEMBER IS THE
<br />REQUIRED SIZE.
<br />STEEL CONSTRUCTION
<br />OTHER THAN STRUCTURAL STEEL (IBC 1 ®®
<br />2)
<br />STEEL ROOF AND FLOOR DECKS (113C TABLE
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />MATERIAL VERIFICATION OF COLD®
<br />CONTINUOUS ❑
<br />PERIODIC
<br />®
<br />CONFIRM THAT IDENTIFICATION MARKINGS ARE
<br />FORMED ROOFIFLOOR STEEL DECK
<br />PROVIDED TO CONFORM TO ASTM STANDARDS
<br />SPECIFIED ON CONSTRUCTION DOCUMENTS.
<br />FLOOR AND DECK WELDS/FASTENERS
<br />CONTINUOUS ❑
<br />PERIODIC
<br />®
<br />'VISUAL INSPECTION IS REQUIRED TO CONFIRM
<br />THAT WELD MEETS ACCEPTANCE CRITERIA OF
<br />AWS D1.3 WELDER QUALIFICATIONS SHOULD ALSO
<br />BE VERIFIED, FASTENERS SHALL MEET SIZE, TYPE,
<br />SPACING, ETC. AS SPECIFIED ON DRAWING.
<br />REINFORCINGWELDING OF 1705.2.2):
<br />ITEM
<br />FREQUENCY OF INSPECTION
<br />INSTRUCTIONS
<br />VERIFICATION OF WELDABILITY
<br />CONTINUOUS ®
<br />PERIODIC
<br />[]
<br />VERIFY WELDABILITY OF REINFORCING STEEL
<br />BASED UPON CARBON EQUIVALENT AND IN
<br />ACCORDANCE WITH AWS D1.4.
<br />OTHER REINFORCING STEEL
<br />CONTINUOUS ❑
<br />PERIODIC
<br />®
<br />VISUALLY INSPECT ALL WELDS IN ACCORDANCE
<br />WITH AWS D1.4. VERIFY SIZE AND SPACING OF
<br />REINFORCEMENT.
<br />DRAY
<br />ACCEPTABILITY MEM
<br />THIS DESIGN AND/OR CHE(
<br />SPECIFICATION IS APPROVED AHM
<br />ENGI
<br />APPROVED BY DEPT. I DATE DPB
<br />CONCRETE 9
<br />CONSTRUCTION (113C 170a a® a
<br />ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br />REINFORCING STEEL CONTINUOUS ❑ PERIODIC ® VERIFY PRIOR TO PLACING CONCRETE THAT
<br />REINFORCING IS OF SPECIFIED TYPE, GRADE AND
<br />SIZE, THAT IT IS FREE OF OIL, DIRT AND RUST, THAT IT
<br />IS LOCATED AND SPACED PROPERLY; THAT HOOKS,
<br />BEND, TIES, STIRRUPS AND SUPPLEMENTAL
<br />REINFORCEMENT ARE PLACED CORRECTLY; THAT LAP
<br />LENGTHS, STAGGER AND OFFSETS ARE PROVIDED,
<br />AND THAT ALL MECHANICAL CONNECTIONS ARE
<br />INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS
<br />AND/OR EVALUATION REPORT.
<br />CAST -IN BOLTS & EMBEDS CONTINUOUS ❑ PERIODIC ❑] INSPECTION OF ANCHORS OR EMBEDS CAST IN
<br />CONCRETE IS REQUIRED WHEN ALLOWABLE
<br />LOADS HAVE BEEN INCREASED OR WHERE
<br />STRENGTH DESIGN IS USED.
<br />POST -INSTALLED ANCHORS OR CONTINUOUS ® PERIODIC ❑ ALL POST -INSTALLED ANCHORS/DOWELS SHALL
<br />DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE
<br />APPROVED ICC-ES REPORT.
<br />USE OF REQUIRED MIX DESIGN CONTINUOUS ❑ PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE
<br />APPROVED CONSTRUCTION DOCUMENTS, ACI
<br />313;CH 4, 5.2-5.4; AND IBC 19004.3, 19.13.2, 1913,3.
<br />CURING TEMPERATURE AND
<br />CONTINUOUS ❑
<br />PERIODIC ❑
<br />VERIFY THAT THE AMBIENT TEMPERATURE FOR
<br />TECHNIQUES
<br />CONCRETE IS KEPT AT > 50OF FOR AT LEAST 7
<br />DAYS AFTER PLACEMENT. HIGH -EARLY -
<br />STRENGTH CONCRETE SHALL BE KEPT AT >50°F
<br />FOR AT LEAST 3 DAYS. ACCELERATED CURING
<br />METHODS MAY BE USED (SEE ACI 31005.11.3). THE
<br />AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE
<br />>40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
<br />CONCRETE, SHOTCRETE SHALL BE
<br />KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br />HOURS AFTER SHOTCRETING. ALL CONCRETE
<br />MATERIALS, REINFORCEMENT, FORMS, FILLERS,
<br />AND GROUND SHALL BE FREE FROM FROST. IN
<br />HOT WEATHER CONDITIONS ENSURE THAT
<br />APPROPRIATE MEASURES ARE TAKEN TO AVOID
<br />PLASTIC SHRINKAGE CRACKING AND THAT THE
<br />SPECIFIED WATER/CEMENT RATIO IS NOT
<br />EXCEEDED.
<br />ERECTION OF PRECAST CONCRETE
<br />CONTINUOUS ❑
<br />PERIODIC ®
<br />VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED,
<br />ASSEMBLED AND BRACED IN ACCORDANCE WITH
<br />THE APPROVED CONSTRUCTION DOCUMENTS.
<br />FORMWORK
<br />CONTINUOUS []
<br />PERIODIC ❑
<br />VERIFY THAT THE FORMS ARE PLACED PLUMB
<br />AND CONFORM TO THE SHAPES, LINES, AND
<br />DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br />THE APPROVED CONSTRUCTION DOCUMENTS.
<br />Renton, Washington 98057 David P. Balawajder
<br />_._WAPE
<br />)ATE SUBTITLE
<br />CITY TT
<br />REVIEWED FOR PERMIT
<br />®ATE
<br />06/25 19
<br />STATEMENT OF SPECIALINSPECTIONS W254831 71 ❑ 06/25/19
<br />06/25 19 SHEET
<br />26/25/19 TITLE HOEING 777X CWC BUILDING S2eBUILDING 40-058 JOB NO. COMP NO.
<br />STRUCTURAL MASTER EVERETT, WA DWG NO. 40--058®S2e
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