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CONTINUOUS
<br />PERIODIC REFERENCED
<br />SPECIAL INSPECTION OR TEST TYPE
<br />SPECIAL
<br />SPECIAL STANDARD
<br />INSPECTION
<br />INSPECTION
<br />SDI QA/QC TABLE 1.1
<br />1. PRIOR TO DECK PLACEMENT VERIFY AND INSPECT THE FOLLOWING,
<br />A. COMPLIANCE OF MATERIALS (DECK AND ALL ACCESSORIES) WITH
<br />CONSTRUCTION DOCUMENTS INCLUDING PROFILES, MATERIAL
<br />✓
<br />N(R
<br />PROPERTIES, AND BASE METAL THICKNESS
<br />B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK
<br />✓
<br />N/R
<br />ACCESSORIES
<br />SDI QA/QC TABLE 1.2
<br />2. AFTER DECK PLACEMENT VERIFY AND INSPECT THE FOLLOWING:
<br />A. COMPLIANCE OF DECK AND ALL ACCESSORIES INSTALLATION WITH
<br />✓
<br />N/R
<br />CONSTRUCTION DOCUMENTS
<br />B. DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS
<br />✓
<br />NIR
<br />THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS
<br />C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK
<br />✓
<br />N/R
<br />AND DECK ACCESSORIES
<br />SDI QAlQC TABLE 1.3
<br />3. PRIOR TO WELDING, VERIFY AND INSPECT THE FOLLOWING:
<br />A. WELDING PROCEDURE SPECIFICATION (WPS)
<br />NIR
<br />✓
<br />B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
<br />N/R
<br />✓
<br />C. MATERIAL IDENTIFICATION (TYPE/GRADE)
<br />N/R
<br />✓
<br />D, CHECK WELDING EQUIPMENT
<br />NIR
<br />SDI QA/QC TABLE 1.4
<br />4. DURING WELDING, VERIFY AND INSPECT THE FOLLOWING:
<br />A. USE OF QUALIFIED WELDERS
<br />N/R
<br />✓
<br />B. CONTROL AND HANDLING OF WELDING CONSUMABLES
<br />N/R
<br />✓
<br />C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE,
<br />N/R
<br />✓
<br />TEMPERATURE
<br />D. WPS FOLLOWED
<br />NIR�
<br />✓
<br />SDI QA/QC TABLE 1.6
<br />5. AFTER WELDING, VERIFY AND INSPECT THE FOLLOWING:
<br />A. SIZE AND LOCATION OF WELDS INCLUDING SUPPORT, SIDE LAP AND
<br />✓
<br />N/R
<br />PERIMETER
<br />B. WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />✓
<br />N/R
<br />C. REPAIR ACTIVITIES
<br />✓
<br />N/R
<br />D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS
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<br />✓
<br />N/R
<br />SDI QA/QC TABLE 1.6
<br />6. PRIOR TO MECHANICAL FASTENING, VERIFY AND INSPECT THE FOLLOWING:
<br />INSTALLATION INSTRUCTIONS AVAILABLE FOR
<br />N/RECHANICAL
<br />FASTENERS
<br />JB,MANUFACTURER
<br />PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION
<br />N/R
<br />✓
<br />C. PROPER STORAGE FOR MECHANICAL FASTENERS
<br />N/R
<br />✓
<br />SDI QA/QC TABLE 1.7
<br />7. DURING MECHANICAL FASTENING, VERIFY OR INSPECT THE FOLLOWING:
<br />A. FASTENERS ARE POSITIONED AS REQUIRED
<br />NIR
<br />✓
<br />B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
<br />N/R
<br />✓
<br />INSTRUCTIONS
<br />SDI QA/QC TABLE 1.8
<br />8, AFTER MECHANICAL FASTENING, VERIFY OR INSPECT THE FOLLOWING:
<br />A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS
<br />✓
<br />N/R
<br />B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS
<br />✓
<br />N/R
<br />C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS
<br />✓
<br />N/R
<br />D. VERIFY REPAIR ACTIVITIES
<br />✓
<br />N/R
<br />E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS
<br />✓
<br />N/R
<br />1 E. REQUIRED SPECIAL. INSPECTIONS AND TESTS OF OPEN -WEB STEED JOISTS
<br />AND JOIST GIRDERS
<br />IBC TABLE 1705.2.3
<br />CONTINUOUS
<br />PERIODIC
<br />REFERENCED
<br />SPECIAL INSPECTION OR TEST TYPE
<br />SPECIAL
<br />SPECIAL
<br />STANDARD
<br />INSPECTION
<br />INSPECTION
<br />1. INSTALLATION OF OPEN -WEB STEEL JOISTS AND JOIST GIRDERS
<br />A. END CONNECTIONS - WELDING OR BOLTED
<br />N/R
<br />✓
<br />SJI SPECIFICATIONS
<br />B. BRIDGING - HORIZONTAL OR DIAGONAL
<br />N/R
<br />✓
<br />SJI SPECIFICATIONS
<br />15.1 STRUCTURAL STEEL CONSTRUCTION:
<br />SPECIAL INSPECTION AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL ELEMENTS SHALL BE IN ACCORDANCE WITH THE
<br />QUALITY CONTROL AND QUALITY ASSURANCE REQUIREMENTS OF AISC 360, AS NOTED IN TABLES 15A, 15B, 15C, AND AWS D1.1,
<br />INCLUDING:
<br />15.1.1 INSPECTION OF ERECTED STEEL SYSTEM.
<br />15.1,2 REVIEW OF MATERIAL TEST REPORTS AND CERTIFICATIONS FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.
<br />15.1.3 OBSERVATION OF WELDING OPERATIONS AND VISUAL INSPECTION OF IN -PROCESS AND COMPLETED WELDS SHALL BE AS
<br />FOLLOWS:
<br />A. VERIFY THAT WELD FILLER MATERIAL AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE CONFORM TO AWS
<br />SPECIFICATION SPECIFIED. VERIFY WELDERS ARE CERTIFIED BY WABQ, THAT PROPER ELECTRODES IN OVEN DRY
<br />CONDITIONS ARE USED, AND THAT PROPER METHODS AND PREPARATIONS ARE USED.
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<br />B. PERIODIC SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED FOR SINGLE PASS FILLET WELDS LESS THAN OR
<br />EQUAL TO 5/16" AND FLOOR AND DECK WELDS.
<br />C, CONTINUOUS SPECIAL INSPECTION OF WELDING SHALL BE PERFORMED ON COMPLETE AND PARTIAL PENETRATION
<br />GROOVE WELDS AND FILLET WELDS GREATER THAN 5/16".
<br />D. ALL WELDS SHALL BE CHECKED VISUALLY,
<br />E. ALL SHOP AND FIELD WELDING SHALL BE SUBJECT TO INSPECTION BY A WABQ CERTIFIED WELDING INSPECTOR
<br />EMPLOYED BY THE OWNER. THE INSPECTOR SHALL UTILIZE RADIOGRAPHIC, ULTRASONIC, OR MAGNETIC PARTICLE
<br />TESTING AND ANY OTHER AID TO VISUAL INSPECTION THAT MAY BE DEEMED NECESSARY TO ASSURE THE ADEQUACY
<br />OF WELDING. THE OWNER SHALL CARRY OUT TESTING AND INTERPRETATION AT ANY STAGE AFTER WELDING.
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<br />F, 10% OF ALL FILLET WELDS SHALL BE CHECKED BY MAGNETIC PARTICLE TESTING.
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<br />G. 100% OF ALL COMPLETE PENETRATION WELDS SHALL BE CHECKED BY ULTRASONIC TESTING.
<br />H. ALL WELDS FOUND DEFECTIVE AND REPAIRED SHALL BE REINSPECTED BY THE SAME METHOD ORIGINALLY USED.
<br />THE COST OF REPAIR AND REINSPECTION SHALL BE BORNE BY THE CONTRACTOR,00
<br />I. STANDARDS FOR ACCEPTANCE SHALL BE AS GIVEN IN AWS Dl A.
<br />15.1 A OBSERVATION OF BOLTING OPERATIONS.
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<br />15.1.5 CONTINUOUS SPECIAL INSPECTION SHALL BE PERFORMED FOR EACH JOINT OR MEMBER. PERIODIC SPECIAL INSPECTION
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<br />SHALL BE PERFORMED ON ITEMS ON A RANDOM BASIS. PERIODIC SPECIAL INSPECTION NEED NOT DELAY FABRICATION OR
<br />ERECTION OPERATIONS.
<br />15.1.6 COLD FORMED STEEL DECK:
<br />SPECIAL INSPECTIONS AND QUALIFICATION FOR WELDING SPECIAL INSPECTORS SHALL BE IN ACCORDANCE WITH THE
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<br />QUALITY ASSURANCE INSPECTION REQUIREMENTS OF SDI QA/QC, AS NOTED IN TABLE 15D.
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<br />15.1.7 OPEN -WEB STEEL JOISTS AND JOIST GIRDERS:
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<br />SPECIAL INSPECTIONS OF OPEN -WEB STEEL JOISTS AND JOIST GIRDERS SHALL BE IN ACCORDANCE WITH TABLE 15E.
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<br />15.1.9 EPDXY ANCHORS: SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE OR
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<br />MASONRY SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC,).
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<br />15.1.10 EXPANSION ANCHORS: SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE OR
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<br />MASONRY SHALL BE AS DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.).
<br />15.2 ADDITIONAL REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC SECTION 1705.12.
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<br />18.1 SPECIAL INSPECTIONS AND TESTING FOR SEISMIC RESISTANCE:
<br />18.1.1 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC 1705,12 SHALL BE REQUIRED FOR SEISMIC FORCE -RESISTING
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<br />SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F FOR THE FOLLOWING:
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<br />A. SPECIAL INSPECTIONS OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE THE QUALITY ASSURANCE
<br />REQUIREMENTS OF AISC 341.
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<br />B. PERIODIC SPECIAL INSPECTION OF WELDING OPERATIONS OF COLD -FORMED STEEL ELEMENTS OF THE SEISMIC
<br />FORCE -RESISTING SYSTEM.
<br />C. PERIODIC SPECIAL INSPECTION OF SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF
<br />COLD -FORMED STEEL COMPONENTS WITHIN THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING SHEAR WALLS,
<br />DIAPHRAGMS, COLLECTORS, BRACES, AND HOLDOWNS.
<br />D. PERIODIC SPECIAL INSPECTION DURING THE ANCHORAGE OF STORAGE RACKS IN STRUCTURES ASSIGNED TO
<br />SEISMIC DESIGN CATEGORY D, E, OR F FOR RACKS 8-FT OR GREATER IN HEIGHT.
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<br />18.1.2 TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE PER IBC 1705.13 SHALL BE REQUIRED FOR SEISMIC
<br />FORCE -RESISTING SYSTEM IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F FOR THE FOLLOWING:'
<br />A. NONDESTRUCTIVE TESTING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE
<br />REQUIREMENTS OF RISC 341,
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<br />2215 North 30th Street, Suite 300 Tacoma, WA 98403
<br />253.383.2422 TEL 253,383,2572 FAX www.ahbixom WEB
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