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11. STATEMENT OF SPECIAL INSPECTIONS
<br />IBC
<br />SI
<br />SO
<br />TITLE
<br />17052
<br />✓
<br />✓
<br />STEEL CONSTRUCTION (SEE TABLES 15A,15B,15C, 15D, AND 15E)
<br />1705.3
<br />✓
<br />✓
<br />CONCRETE CONSTRUCTION (SEE TABLE 13)
<br />1705.6
<br />✓
<br />NR
<br />SOILS (SEE TABLE 12A)
<br />1705.12.1
<br />✓
<br />✓
<br />STRUCTURAL STEEL - SEISMIC FORCE RESISTING SYSTEM
<br />1705.13.1
<br />SI
<br />=SPECIAL INSPECTION
<br />SO
<br />=STRUCTURAL OBSERVATION
<br />✓
<br />=ITEM IS REQUIRED
<br />N/R
<br />=ITEM IS NOT REQUIRED
<br />SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. SEE ARCH; MECH AND ELEC
<br />DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS.
<br />11.1 INSPECTION/TESTING REQUIREMENTS:
<br />SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110, AND CHAPTER 17.
<br />11,2 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110):
<br />11.2.1 FOOTING AND FOUNDATION INSPECTIONS SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE
<br />AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR
<br />TO INSPECTION.
<br />11.2.2 CONCRETE SLAB AND UNDER FLOOR INSPECTIONS SHALL BE MADE AFTER ALL IN SLAB OR UNDER
<br />FLOOR REINFORCING, CONDUIT, PIPING AND OTHER ANCILLARY EQUIPMENT ITEMS AND
<br />ACCESSORIES ARE IN PLACE BUT PRIOR TO CONCRETE PLACEMENT OR FLOOR SHEATHING
<br />INSTALLATION.
<br />11.2.3 FRAMING INSPECTIONS SHALL BE MADE AFTER ALL SHEATHING, FRAMING, BLOCKING AND BRACING
<br />ARE COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND
<br />APPROVED PRIOR TO COVER.
<br />11.2.4 IN ADDITION TO THE INSPECTIONS SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO
<br />MAKE OR REQUIRE OTHER INSPECTIONS OF ANY CONSTRUCTION WORK TO ASCERTAIN
<br />COMPLIANCE WITH THE PROVISIONS OF THE IBC OR OTHER LAWS ENFORCED BY THE BUILDING
<br />OFFICIAL.
<br />113 STRUCTURAL TESTS AND SPECIAL INSPECTIONS (IBC CHAPTER 17):
<br />1IL11 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
<br />11.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE
<br />BUILDING OFFICIAL. OMISSION FROM THE LIST BELOW OF TESTING AND INSPECTION
<br />REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND
<br />INSPECTION REQUIRED BY THE SPECIFICATIONS, THE IBC AND THE BUILDING OFFICIAL,
<br />11.3.3 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION.
<br />11.4 STRUCTURAL OBSERVATION
<br />11.4.1 STRUCTURAL OBSERVATION SHALL BE PERFORMED DURING CONSTRUCTION IN A MANNER AS
<br />REQUIRED TO BECOME GENERALLY FAMILIAR WITH THE IN PLACE CONSTRUCTION.
<br />11.4.2 STRUCTURAL OBSERVATION EXTENT SHALL BE AS INDICATED ABOVE. TIMING AND DURATION OF
<br />OBSERVATIONS SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR DURING
<br />CONSTRUCTION.
<br />11.4.3 CONSTRUCTION OBSERVATION REPORTS AND FINDINGS SHALL NOT BE VIEWED AS A WARRANTY OR
<br />GUARANTEE BY THE STRUCTURAL ENGINEER.
<br />11.5 SPECIAL INSPECTOR: SHALL BE CURRENTLY WABO CERTIFIED.
<br />11.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE
<br />APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
<br />11.5.2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,
<br />ENGINEER OF RECORD, ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL
<br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL
<br />CONTRACTOR FOR CORRECTION, THEN, IF NOT IN CONFORMANCE, TO THE PROPER DESIGN
<br />AUTHORITY AND BUILDING OFFICIAL.
<br />11.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING
<br />SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
<br />AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC.
<br />12.1 SPECIAL INSPECTIONS AND TESTS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD -BEARING REQUIREMENTS PER
<br />IBC 1705.6., AS NOTED IN TABLE 12A.
<br />12.1.1 THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN
<br />PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE.
<br />Ell
<br />IBC TABLE 1705.3
<br />CONTINUOUS
<br />PERIODIC
<br />REFERENCED
<br />SPECIAL INSPECTION OR TEST TYPE
<br />SPECIAL
<br />SPECIAL
<br />STANDARD
<br />IBC REFERENCE
<br />INSPECTION
<br />INSPECTION
<br />1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING
<br />ACI 318: CH. 20,
<br />TENDONS, AND VERIFY PLACEMENT
<br />N/R
<br />✓
<br />25.2, 25.3,
<br />1908A
<br />26.6.1-26.6.3
<br />2. REINFORCING BAR WELDING:
<br />A. VERIFY WELDABILITY OF REINFORCING BARS
<br />NIR
<br />✓
<br />AWS DIA
<br />OTHER THAN ASTM A706
<br />ACI 318: 26.6.4
<br />B. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM
<br />AWS D1.4
<br />%d"; AND
<br />NfR
<br />✓
<br />ACI 318: 26.6.4
<br />C. INSPECT ALL OTHER WELDS
<br />✓
<br />N/R
<br />A4NS D1.4
<br />ACI 318:26.6.4
<br />3. INSPECT ANCHORS CAST IN CONCRETE
<br />N/R
<br />✓
<br />ACI 318` 17.8.2
<br />4. INSPECT ANCHORS POST -INSTALLED IN HARDENED
<br />CONCRETE MEMBERS:
<br />A. ADHESIVE ANCHORS INSTALLED IN
<br />HORIZONTALLY OR UPWARDLY INCLINED
<br />✓
<br />N/R
<br />ACI 318: 17.8.2.4
<br />ORIENTATIONS TO RESIST SUSTAINED TENSION
<br />LOADS
<br />B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS
<br />N/R
<br />✓
<br />ACI 318: 17.8.2
<br />NOT DEFINED IN 4A
<br />AC1318:
<br />1904.1, 1904,2,
<br />5. VERIFY USE OF REQUIRED DESIGN MIX
<br />N/R
<br />✓
<br />CH. 19, 26,4.3,
<br />1908.2, 1908.3
<br />26.4.4
<br />6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS
<br />ASTM C *172
<br />FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT
<br />✓
<br />N/R
<br />ASTM C 31
<br />1908.10
<br />TESTS, AND DETERMINE THE TEMPERATURE OF THE
<br />ACI 318: 26.4,
<br />CONCRETE
<br />26.12
<br />7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR
<br />✓
<br />NIR
<br />ACI 318:26.5
<br />1908.6, 1908.7,
<br />PROPER APPLICATION TECHNIQUES
<br />1908.8
<br />8. VERIFY MAINTENANCE OF SPECIFIED CURING
<br />N/R
<br />✓
<br />ACI 318:
<br />1908.9
<br />TEMPERATURE AND TECHNIQUES
<br />26.5.3-26.5.5
<br />9. INSPECT PRESTRESSED CONCRETE FOR:
<br />A. APPLICATION OF PRESTRESSING FORCES
<br />✓
<br />I
<br />ACI 318: 26.10
<br />B. GROUTING OF BONDED PRESTRESSING TENDONS
<br />✓
<br />N/R
<br />ACI 318: 26.10
<br />10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS
<br />NIR
<br />✓
<br />ACI 318: 26.8
<br />11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO
<br />STRESSING OF TENDONS IN POST -TENSIONED CONCRETE
<br />N/R
<br />✓
<br />ACI 318: 26.11.2
<br />AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM
<br />BEAMS AND STRUCTURAL SLABS
<br />12, INSPECT FORMWORK FOR SHAPE, LOCATION AND
<br />NIR
<br />✓
<br />ACI 318:
<br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
<br />26.11,1.2(b)
<br />13.1 CONCRETE: SPECIAL INSPECTION AND TESTING PER IBC TABLE 17053 AS NOTED IN TABLE 13, INCLUDING:
<br />13.1.2 CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES
<br />13,1.3 CONTINUOUS SPECIAL INSPECTION OF BOLTS INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE.
<br />13.1.6 SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS
<br />DESCRIBED IN THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.).
<br />13.2 ADDITIONAL REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE PER IBC SECTION 1705.12.
<br />1 A. REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL
<br />CONSTRUCTION INSPECTION OF WELDING
<br />CONTINUOUS
<br />PERIODIC REFERENCED
<br />SPECIAL INSPECTION OR TEST TYPE
<br />SPECIAL
<br />SPECIAL STANDARD
<br />INSPECTION
<br />INSPECTION
<br />AISC 360 TABLE N5.4-1
<br />1. PRIOR TO WELDING, VERIFY AND INSPECT THE FOLLOWING:
<br />A. WELDING PROCEDURE SPECIFICATIONS (WPS)
<br />✓
<br />N/R -
<br />B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
<br />✓
<br />N/R AISC 360 A3.5
<br />C. MATERIAL IDENTIFICATION OF STRUCTURAL STEEL MEMBERS
<br />N/R
<br />✓ AISC 360 All
<br />D. WELDER IDENTIFICATION SYSTEM
<br />N/R
<br />✓
<br />E. FIT -UP OF GROOVE WELDS, INCLUDING JOINT GEOMETRY
<br />1) JOINT PREPARATION
<br />2) DIMENSIONS: ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL
<br />N/R
<br />✓
<br />3) CLEANLINESS: CONDITION OF STEEL SURFACES
<br />4) TACKING: TACK WELD QUALITY AND LOCATION
<br />5) BACKING TYPE AND FIT (IF APPLICABLE)
<br />F. CONFIGURATION AND FINISH OF ACCESS HOLES
<br />N/R
<br />✓
<br />G. FIT -UP OF FILLET WELDS
<br />1) DIMENSIONS: ALIGNMENT, GAPS AT ROOT
<br />N/R
<br />✓
<br />2) CLEANLINESS: CONDITION OF STEEL SURFACES
<br />3) TACKING: TACK WELD QUALITY AND LOCATION
<br />H, CHECK WELDING EQUIPMENT
<br />N/R
<br />✓ -
<br />AISC 360 TABLE N5.4-2
<br />2. 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 />1) PACKAGING
<br />N/R
<br />✓
<br />2) EXPOSURE CONTROL
<br />C. NO WELDING OVER CRACKED TACK WELDS
<br />N/R
<br />✓
<br />D. ENVIRONMENTAL CONDITIONS
<br />1) WIND SPEED WITHIN LIMITS
<br />NIR
<br />✓
<br />2) PRECIPITATION AND TEMPERATURE
<br />E WELDING PROCEDURE SPECIFICATIONS FOLLOWED
<br />1) SETTINGS ON WELDING EQUIPMENT
<br />2) TRAVEL SPEED
<br />3) SELECTED WELDED MATERIALS
<br />- -
<br />NIR
<br />✓
<br />4) SHIELDING GAS TYPE AND FLOW RATE
<br />5) PREHEAT APPLIED
<br />6) INTERPASS TEMPERATURE MAINTAINED
<br />7) PROPER POSITION
<br />F. WELDING TECHNIQUES
<br />1) INTERPASS AND FINAL CLEANING
<br />N/R
<br />✓
<br />2) EACH PASS WITHIN PROFILE LIMITATIONS
<br />3) EACH PASS MEETS QUALITY REQUIREMENTS
<br />AISC 360 TABLE N5.4.3
<br />3. AFTER WELDING, VERIFY AND INSPECT THE FOLLOWING:
<br />A, WELDS CLEANED
<br />NIR
<br />✓
<br />B. SIZE, LENGTH, AND LOCATION OF WELDS
<br />✓
<br />N/R
<br />C. WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />1) CRACK PROHIBITION
<br />2) WELD TO BASE METAL FUSION
<br />3) CRATER CROSS SECTION
<br />✓
<br />NIR -
<br />4) WELD PROFILES
<br />5) WELD SIZE
<br />6)UNDERCUT
<br />7) POROSITY
<br />D. ARC STRIKES
<br />✓
<br />N/R
<br />E. k-AREA
<br />✓
<br />N/R
<br />F. BACKING REMOVED AND WELD TABS REMOVED, IF REQUIRED
<br />✓
<br />N/R
<br />G. REPAIR ACTIVITIES
<br />✓
<br />N/R
<br />H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
<br />✓
<br />N/R
<br />MEMBER
<br />T STRUCTURAL
<br />1a REQUIRED SPECIAL INSPECTIONS TESF f
<br />STEEL-
<br />m60
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<br />ONST UCTION INSPECTION F BOLTING
<br />' CO a-
<br />N 5
<br />-
<br />SPECIAL INSPECTION OR TEST TYPE
<br />CONTINUOUS
<br />SPECIAL
<br />PERIODIC
<br />SPECIAL REFERENCED
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<br />INSPECTION
<br />INSPECTION STANDARD
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<br />AISC 360 TABLE N.5.6-1
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<br />1. PRIOR TO BOLTING, VERIFY AND INSPECT THE FOLLOWING:
<br />N
<br />A. MANUFACTURER'S CERTIFICATIONS FOR FASTENER MATERIALS
<br />✓
<br />N/R
<br />r
<br />B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
<br />N/R
<br />✓
<br />C. PROPER FASTENER SELECTED FOR JOINT DETAIL
<br />N/R
<br />✓ AISC 360 All
<br />D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
<br />N/R
<br />✓
<br />E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
<br />SURFACE CONDITIONS AND HOLE PREPARATION, IF SPECIFIED, MEET
<br />N/R
<br />✓
<br />APPLICABLE REQUIREMENTS
<br />F. PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION
<br />PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES
<br />✓
<br />N/R
<br />AND METHODS USED
<br />3
<br />G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND4
<br />N/R
<br />✓ _
<br />OTHER FASTENER COMPONENTS
<br />AISC 360 TABLE N5.6-2
<br />_j
<br />2, DURING BOLTING, VERIFY AND INSPECT THE FOLLOWING:
<br />A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
<br />N/R
<br />HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED
<br />B. JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE
<br />N/R
<br />✓
<br />PRETENSIONING OPERATION
<br />C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTEDCo
<br />N/R
<br />✓
<br />FROM ROTATING
<br />D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
<br />SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID
<br />N/R
<br />✓€
<br />70
<br />POINT TOWARD THE FREE EDGES
<br />AISC 360 TABLE N5.6-3
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<br />3. AFTER BOLTING, VERIFY AND INSPECT THE FOLLOWING:
<br />L::A::,DOCUMENT�ACCEPT�ANCE�REJEC�TION F BOLTE�CONN�ECTIONS
<br />✓
<br />N/R -
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<br />253.383.2422 TEL 253,383,2572 FAX wNw,ahbl.com WEB
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