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Special Inspection Manual: 2021 Edition, 2021
- SPECIAL INSPECTION MANUAL 2021 EDITION
- SPECIAL INSPECTION MANUAL 2021 EDITION TITLE PAGE
- COPYRIGHT
- TABLE OF CONTENTS
- FOREWORD
- PREFACE [Go to Page]
- ACKNOWLEDGEMENTS
- ABOUT THE AUTHOR
- ABOUT THE INTERNATIONAL CODE COUNCIL®
- CHAPTER 1—SPECIAL INSPECTION [Go to Page]
- INTRODUCTION
- HISTORY
- SPECIAL INSPECTION
- KEY ASPECTS OF SPECIAL INSPECTIONS [Go to Page]
- THE INTEGRAL PARTICIPANTS OF SPECIAL INSPECTION
- SPECIAL INSPECTOR
- ORGANIZATION OF THE SPECIAL INSPECTION MANUAL [Go to Page]
- CHAPTERS
- APPENDICES
- CHAPTER 2—SPECIAL INSPECTOR'S DUTIES [Go to Page]
- WHO BECOMES A SPECIAL INSPECTOR? [Go to Page]
- CERTIFICATION
- APPROVAL
- DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR [Go to Page]
- PRIOR TO THE JOB SITE [Go to Page]
- IMAGE: FIGURE 2.1: CONSTRUCTION DOCUMENTS
- AT THE JOB SITE [Go to Page]
- FIGURE 2.2: PREPARATION OF CONCRETE CYLINDERS
- AT THE END OF THE PROJECT
- WORKING WITH THE BUILDING DEPARTMENT
- WHO HIRES THE SPECIAL INSPECTOR?
- INSPECTION OF FABRICATORS
- CHAPTER 3—OTHER INTEGRAL PARTICIPANTS DUTIES [Go to Page]
- DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER
- DUTIES AND RESPONSIBILITIES OF THE REGISTERED DESIGN PROFESSSIONAL IN RESPONSIBLE CHARGE
- DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR [Go to Page]
- FIGURE 3.1: CONTRACTOR STATEMENT OF RESPONSIBILITY FORM
- DUTIES AND RESPONSIBILITIES OF THE BUILDING OFFICIAL
- PRECONSTRUCTION MEETING
- CHAPTER 4—JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION [Go to Page]
- WHY IS JURISDICTIONAL INSPECTION INSUFFICIENT IN SOME CASES?
- COMPLEX, UNCOMMON OR UNIQUE CONSTRUCTION
- JURISDICTIONAL INSPECTIONS
- COMPARISON OF TIMING OF JURISDICTIONAL AND SPECIAL INSPECTIONS [Go to Page]
- FIGURE 4.1: URBAN CONSTRUCTION
- FIGURE 4.2: REINFORCED FOOTING
- TABLE 4.1A: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION
- TABLE 4.1B: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION
- FIGURE 4.3: CONCRETE SLAB AND UNDER-FLOOR INSPECTION
- TABLE 4.1C: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION
- FIGURE 4.4: FRAMED WALLS AND ROOF TRUSSES
- TABLE 4.2A: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION—FRAME INSPECTIONS—STEEL AND CONCRETE
- TABLE 4.2B: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION—FRAME INSPECTIONS—MASONRY AND WOOD
- FIGURE 4.5: FIRE- AND SMOKE-RESISTANT PENETRATIONS
- TABLE 4.3: COMPARISON OF JURISDICTIONAL INSPECTION VS SPECIAL INSPECTION—FIRE RESISTANCE
- INSPECTIONS IN THE INTERNATIONAL RESIDENTIAL CODE [Go to Page]
- FIGURE 4.6: RESIDENTIAL CONSTRUCTION
- TABLE 4.4: RESIDENTIAL INSPECTION REQUIREMENTS
- MATERIALS REQUIRING SPECIAL INSPECTION [Go to Page]
- STEEL CONSTRUCTION [Go to Page]
- FIGURE 4.7: AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
- FIGURE 4.8: STRUCTURAL STEEL CONSTRUCTION
- FIGURE 4.9: SDI QAQC COVER
- FIGURE 4.10A: SJI 100-20
- FIGURE 4.11: COLD-FORMED STEEL JOISTS
- CONCRETE CONSTRUCTION [Go to Page]
- FIGURE 4.12: ACI 318-19 BUIDLING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY
- FIGURE 4.13: CONCRETE CONSTRUCTION
- FIGURE 4.14: CONCRETE CYLINDERS FOR STRENGTH TEST SPECIMENS
- MASONRY CONSTRUCTION [Go to Page]
- FIGURE 4.15: TMS 402/602
- FIGURE 4.16: MASONRY CONSTRUCTION
- WOOD CONSTRUCTION [Go to Page]
- FIGURE 4.17: WOOD CONSTRUCTION
- FIGURE 4.18: SIP ASSEMBLY
- FIGURE 4.19: WOOD CONSTRUCTION TESTING OF HIGH-LOAD DIAPHRAGM
- FIGURE 4.20: WOOD CONSTRUCTION—LONG TRUSS SPANS
- SOILS [Go to Page]
- FIGURE 4.21: SOILS—EXCAVATION
- DEEP FOUNDATIONS [Go to Page]
- FIGURE 4.22: DRIVEN H-PILE
- WIND RESISTANCE [Go to Page]
- FIGURE 4.23: HIGH WIND—ROOF CONNECTIONS
- SEISMIC RESISTANCE [Go to Page]
- FIGURE 4.24: STORAGE RACKS
- FIGURE 4.25: EMERGENCY ELECTRICAL SYSTEM
- TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE [Go to Page]
- FIGURE 4.26: COMPONENT TESTING
- SPRAYED FIRE-RESISTANT MATERIALS [Go to Page]
- FIGURE 4.27: SPRAYED FIRE-RESISTANT MATERIALS
- MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS [Go to Page]
- FIGURE 4.28: INTUMESCENT COATING ON STEEL COLUMNS
- EXTERIOR INSULATION AND FINISH SYSTEMS [Go to Page]
- FIGURE 4.29: EIFS INSTALLATION
- FIRE-RESISTANT PENETRATIONS AND JOINTS [Go to Page]
- FIGURE 4.30: FIRE-RESISTANT JOINT
- FIGURE 4.31: FIRESTOP
- SMOKE CONTROL TESTING [Go to Page]
- FIGURE 4.32: SMOKE CONTROL TEST
- CHAPTER 5—STRUCTURAL SPECIAL INSPECTIONS [Go to Page]
- REQUIRED VERIFICATION AND INSPECTION-STRUCTURAL MATERIALS [Go to Page]
- PERIODIC AND CONINUOUS SPECIAL INSPECTION
- STEEL CONSTRUCTION [Go to Page]
- FIGURE 5.1: AISC 360 AND AISC 341
- FIGURE 5.2: AWS D1.1
- TABLE 5.1: PROVISIONS FOR STEEL CONSTRUCTION
- TABLE 5.2: MODIFIED FROM AISC 360 TABLE N5.4-1: INSPECTION TASKS PRIOR TO WELDING
- TABLE 5.3: MODIFIED FROM AISC 360 TABLE N5.4-2: INSPECTION TASKS DURING WELDING
- TABLE 5.4: MODIFIED FROM AISC 360 TABLE N5.4-3: INSPECTION TASKS AFTER WELDING
- TABLE 5.5: TYPES OF NONDESTRUCTIVE TESTING
- FIGURE 5.3: WELDED STRUCTURAL STEEL
- FIGURE 5.4: SPECIFICATION FOR STRUCTURAL JOISTS USING HIGH STRENGTH BOLTS
- TABLE 5.6: MODIFIED FROM AISC 360 TABLES N5.6-1, N5.6-2 AND N5.6-3: INSPECTION TASKS FOR BOLTING
- FIGURE 5.5: BOLTED STEEL CONNECTIONS
- TABLE 5.7: MODIFIED FROM AISC 341 TABLE J6.1: VISUAL INSPECTION TASKS PRIOR TO WELDING
- TABLE 5.8: MODIFIED FROM AISC 341 TABLE J6.2: VISUAL INSPECTION TASKS DURING WELDING
- TABLE 5.9: MODIFIED FROM AISC 341 TABLE J6.3: VISUAL INSPECTION TASKS AFTER WELDING
- TABLE 5.10: ADDITIONAL TESTING WHEN WELDING SEISMIC FORCE-RESISTING SYSTEMS
- TABLE 5.11: AISC 341 TABLES J7.1, J7.2 AND J7.3: INSPECTION TASKS FOR BOLTING
- TABLE 5.12: SPECIAL INSPECTION TASKS FOR REDUCED BEAM SECTIONS AND H-PILES
- TABLE 5.13: MODIFIED FROM AISC 341 TABLES J9.1, J9.2 AND J9.3, SPECIAL INSPECTION TASKS FOR COMPOSITE STRUCTURES
- FIGURE 5.6: A) ADEQUATE BOLTING B) INADEQUATE BEARING C) BOLTING REPAIR
- COLD-FORMED STEEL CONSTRUCTION [Go to Page]
- TABLE 5.14: MODIFIED FROM SDI QA/QC TABLES 1.1 AND 1.2
- TABLE 5.15: MODIFIED FROM SDI QA/QC TABLES 1.3, 1.4 AND 1.5
- TABLE 5.16: MODIFIED FROM SDI QA/QC TABLES 1.6, 1.7 AND 1.8
- FIGURE 5.7: COLD-FORMED STEEL CONSTRUCTION
- TABLE 5.17: REQUIRED SPECIAL INSPECTIONS FOR OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
- CONCRETE CONSTRUCTION [Go to Page]
- FIGURE 5.8: ACI 318
- FIGURE 5.9: CONCRETE FOUNDATION WALLS
- TABLE 5.18: MODIFIED IBC TABLE 1705.3, REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION [Go to Page]
- TABLE 5.18: MODIFIED IBC TABLE 1705.3, REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION (continued)
- FIGURE 5.10: CONCRETE CONSTRUCTION—LAYOUT OF REBAR AND PRESTRESSING TENDONS
- FIGURE 5.11: CONCRETE CONSTRUCTION—CONCRETE PLACEMENT
- FIGURE 5.12: CONCRETE CONSTRUCTION—TILT-UP WALLS
- FIGURE 5.13: CONCRETE SPECIAL INSPECTION—SLUMP TEST
- FIGURE 5.14: CONCRETE CONSTRUCTION—WELDED REBAR
- MASONRY CONSTRUCTION [Go to Page]
- FIGURE 5.15: TMS 402/602-16
- TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE [Go to Page]
- TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE (continued)
- FIGURE 5.16: MASONRY CONSTRUCTION
- WOOD CONSTRUCTION [Go to Page]
- FIGURE 5.17: WOOD CONSTRUCTION—HIGH-LOAD DIAPHRAGM
- FIGURE 5.18: LONG SPAN WOOD TRUSSES
- FIGURE 5.19: MASS TIMBER CONSTRUCTION
- TABLE 5.20: MODIFIED IBC TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
- FIGURE 5.20: STRUCTURAL INSULATED PANELS
- SOILS [Go to Page]
- TABLE 5.21: MODIFIED IBC TABLE 1705.6—REQUIRED VERIFICATION AND INSPECTION OF SOILS
- FIGURE 5.21: SOILS—EXCAVATION
- DEEP FOUNDATION CONSTRUCTION [Go to Page]
- FIGURE 5.22: HELICAL PILE LOAD TEST
- TABLE 5.22: SUMMARY OF DEEP FOUNDATION PROVISIONS
- FIGURE 5.23: DRIVEN DEEP FOUNDATION ELEMENTS
- FIGURE 5.24: FOUNDATION BRACING
- TABLE 5.23: MODIFIED IBC TABLE 1705.7, REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
- FIGURE 5.25: CAST-IN-PLACE PIERS
- TABLE 5.24: MODIFIED IBC TABLE 1705.8, REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
- TABLE 5.25: REQUIRED VERIFICATION AND INSPECTION OF HELICAL PILES
- STRUCTURAL INTEGRITY OF DEEP FOUNDATION ELEMENTS
- FABRICATED ITEMS
- SPECIAL INSPECTIONS FOR WIND RESISTANCE [Go to Page]
- TABLE 5.26 SUMMARY OF SPECIAL INSPECTION REQUIREMENTS FOR WIND RESISTANCE
- FIGURE 5.26: COLD-FORMED STEEL ANCHORAGE
- SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE [Go to Page]
- TABLE 5.27 SUMMARY OF STRUCTURAL SPECIAL INSPECTIONS OF SEISMIC RESISTANCE
- TABLE 5.28: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE [Go to Page]
- TABLE 5.28: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE (continued)
- TABLE 5.29: MODIFIED TABLE 1705.13.7, REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
- FIGURE 5.27: ARCHITECTURAL ELEMENT
- FIGURE 5.28: STORAGE RACKS
- FIGURE 5.29: ELECTRICAL SYSTEMS
- FIGURE 5.30: SEISMIC DAMPER
- TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE [Go to Page]
- TABLE 5.30: SUMMARY OF TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE
- SPECIAL CASES
- CHAPTER 6—NONSTRUCTURAL SPECIAL INSPECTIONS [Go to Page]
- PERIODIC AND CONTINUOUS SPECIAL INSPECTION
- REQUIRED VERIFICATION AND INSPECTION-LIFE SAFETY AND NONSTRUCTURAL MATERIALS [Go to Page]
- SPRAYED FIRE-RESISTANT MATERIALS [Go to Page]
- FIGURE 6.1: SPRAYED FIRE-RESISTANT MATERIALS
- TABLE 6.1: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIALS
- TABLE 6.2: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIAL THICKNESS
- TABLE 6.3: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIAL DENSITY AND BOND STRENGTH
- MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS [Go to Page]
- FIGURE 6.2: INTUMESCENT COATED COLUMNS
- TABLE 6.4: SUMMARY OF SPECIAL INSPECTIONS FOR MASTIC AND INTUMESCENT COATINGS
- EXTERIOR INSULATION AND FINISH SYSTEMS [Go to Page]
- FIGURE 6.3: EIFS
- TABLE 6.5: SUMMARY OF SPECIAL INSPECTIONS FOR CLASSIC EIFS
- TABLE 6.6: SUMMARY OF SPECIAL INSPECTIONS FOR EIFS WATER-RESISTIVE BARRIER COATING
- FIRE-RESISTANT PENETRATIONS AND JOINTS [Go to Page]
- FIGURE 6.4: FIRESTOP
- TABLE 6.7: SUMMARY OF SPECIAL INSPECTION OF FIRESTOPS
- FIGURE 6.5: FIRE-RESISTANT JOINTS
- TABLE 6.8: SUMMARY OF SPECIAL INSPECTION OF FIRE-RESISTANT JOINT SYSTEMS
- SMOKE CONTROL SYSTEMS [Go to Page]
- FIGURE 6.6: SMOKE CONTROL TESTING
- SEALING OF MASS TIMBER [Go to Page]
- FIGURE 6.7: SEALANTS
- CHAPTER 7—STRUCTURAL OBSERVATION [Go to Page]
- FIGURE 7.1: STRUCTURAL OBSERVATION OF CONCRETE SAMPLING
- PROCESS OF STRUCTURAL OBSERVATION
- WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED [Go to Page]
- FIGURE 7.2: BRACED FRAMES FORM THE MAIN WINDFORCE-RESISTING SYSTEM IN THE OBSERVATION TOWER
- DETERMINING COMPONENTS REQUIRING STRUCTURAL OBSERVATION [Go to Page]
- FIGURE 7.3: STEEL MOMENT FRAME
- FIGURE 7.4: CONCRETE BEAM-COLUMN CONNECTIONS
- FIGURE 7.5: LIGHT-FRAME DRAG STRUT
- FIGURE 7.6: ROOF TRUSS CONNECTION IN MASONRY WALLS
- FIGURE 7.7: NOTIFICATION OF DEFICIENCY REPORT
- CHAPTER 8—ALTERNATIVE PRODUCTS AND METHODS OF CONSTRUCTION [Go to Page]
- ALTERNATIVE MATERIALS AND METHODS OF CONSTRUCTION [Go to Page]
- FIGURE 8.1: ALTERNATIVE MATERIAL
- APPROVALS [Go to Page]
- FIGURE 8.2: TESTING OF MASONRY PRISM
- LABELING [Go to Page]
- FIGURE 8.3: ENGINEERED WOOD PRODUCT IDENTIFICATION
- PREFABRICATED ASSEMBLIES
- FABRICATORS [Go to Page]
- FIGURE 8.4: FABRICATOR'S CERTIFICATE
- FIGURE 8.5: REINFORCING STEEL FABRICATOR
- DESIGN STRENGTH OF MATERIALS
- ALTERNATIVE TEST PROCEDURE
- IN-SITU LOAD TESTS
- PRECONSTRUCTION LOAD TESTS [Go to Page]
- FIGURE 8.6: PRECONSTRUCTION LOAD TEST ON A DOOR HINGE
- WINDBORNE DEBRIS PROTECTION [Go to Page]
- FIGURE 8.7: TEST SPECIMEN
- EVALUATION REPORTS
- NEW PRODUCTS
- CHAPTER 9—APPROVED AGENCIES [Go to Page]
- TERMINOLOGY
- APPROVED AGENCY CHARACTERISTICS [Go to Page]
- FIGURE 9.1: SAMPLE SPECIAL INSPECTION AGENCY CERTIFICATE
- CHAPTER 10—BUILDING DEPARTMENTS [Go to Page]
- DUTIES OF THE BUILDING DEPARTMENT
- RESPONSIBILITIES OF THE BUILDING DEPARTMENT [Go to Page]
- SPECIAL INSPECTION PROGRAM STAFFING
- RESPONSIBILITIES OUTSIDE THE BUILDING DEPARTMENT
- ENSURING COMPETENCE
- APPROVAL CRITERIA
- EXISTING SPECIAL INSPECTION PROGRAMS
- ESTABLISHING A SPECIAL INSPECTION PROGRAM [Go to Page]
- STEP 1: ESTABLISH QUALIFICATIONS AND INTERNAL QUALITY CONTROL [Go to Page]
- FIGURE 10.1: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSTRUCTOR
- FIGURE 10.2: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSPECTION AGENCY
- STEP 2: SPECIAL INSPECTION AGENCY APPLICATION AND EVALUATION
- STEP 3: SPECIAL INSPECTOR APPLICATION AND EVALUATION [Go to Page]
- FIGURE 10.3: SAMPLE TEST FROM SPECIAL INSPECTION WORK VERIFICATION CRITERIA FOR MASONRY
- STEP 4: PRESCRIBE ON-SITE AND FINAL REPORT REQUIREMENTS [Go to Page]
- FIGURE 10.4: SAMPLE TEXT OF RESPONSIBILITY STATEMENT
- FIGURE 10.5: SAMPLE TEXT FROM A FINAL SPECIAL INSPECTION REPORT
- FIGURE 10.6: SAMPLE TEXT OF SPECIAL INSPECTOR STATEMENT
- STEP 5: ISSUING SPECIAL INSPECTION AGENCY AGREEMENTS [Go to Page]
- FIGURE 10.7: SAMPLE TEXT FROM SPECIAL INSPECTION AGREEMENT
- FIGURE 10.8: SAMPLE TEXT FROM THE STATEMENT OF SPECIAL INSPECTION AGREEMENT
- STEP 6: DEVELOPING A REPORT REVIEW PROCEDURE [Go to Page]
- FIGURE 10.9: SAMPLE TEXT FOR STATEMENT OF AUDIT
- FIGURE 10.10: SAMPLE TEXT FROM INSPECTION/TESTING AGENCY PROJECT AUDIT
- FIGURE 10.11: SAMPLE TEXT FROM FIELD OPERATION AUDIT REPORT
- FIGURE 10.12: SAMPLE TEXT FROM FIELD TESTING AUDIT REPORT
- STEP 7: IMPLEMENT THE PROGRAM
- STEP 8: REVALUATE THE PROGRAM PERIODICALLY
- APPENDIX A—DEFINITIONS
- APPENDIX B—FORMS [Go to Page]
- B.1 TECHNICAL GUIDELINES [Go to Page]
- B.1.1 QUALITY MANUAL GUIDELINE
- B.2 APPROVAL LISTING FORMS [Go to Page]
- B.2.1 APPROVAL REQUIREMENTS CHECK SHEET
- B.2.2 SPECIAL INSPECTION AND TESTING AGENCY APPROVAL LISTING FORM
- B.2.3 FABRICATION/MANUFACTURER APPROVAL LISTING FORM
- B.3 INSPECTION RECORDS-REPORT REQUIREMENTS [Go to Page]
- B.3.1 DAILY REPORT FORM
- B.3.2 WEEKLY REPORT FORM
- B.3.3 DISCREPANCY NOTICE FORM
- B.3.4 FINAL REPORT FORM
- B.4 INSPECTION AGREEMENT FORMS [Go to Page]
- B.4.1 SPECIAL INSPECTION AGREEMENT
- B.4.2 ADDENDUM TO THE SPECIAL INSPECTION AGREEMENT
- B.4.3 STATEMENT OF SPECIAL INSPECTIONS SCHEDULE
- B.4.4 SPECIAL INSPECTION RECORD
- B.5 AUDITS [Go to Page]
- B.5.1 TECHNICAL GUIDELINES FOR SPECIAL INSPECTION/TESTING AGENCY PROJECT AUDITS
- B.5.2 FIELD OPERATIONS AUDIT
- B.5.3 FIELD TESTING AUDIT
- B.6 STRUCTURAL OBSERVER [Go to Page]
- B.6.1 STRUCTURAL OBSERVER DISCREPANCY NOTICE
- B.7 PRECONSTRUCTION MEETINGS [Go to Page]
- B.7.1 PRECONSTRUCTION MEETING FORM—SAMPLES
- B.8 CONTRACTOR STATEMENT OF RESPONSIBILITY [Go to Page]
- B.8.1 CONTRACTOR STATEMENT OF RESPONSIBILITY
- B.9 APPROVED FABRICATORS [Go to Page]
- B.9.1 FABRICATOR CERTIFICATE OF COMPLIANCE FORM—SAMPLE
- APPENDIX C—INSPECTOR CERTIFICATION [Go to Page]
- MODEL PROGRAM FOR SPECIAL INSPECTION
- AREAS OF CERTIFICATION
- RECOMMENDED SPECIAL INSPECTOR QUALIFICATIONS [Go to Page]
- CODE KNOWLEDGE AND PLAN-READING COMPETENCY STANDARDS [Go to Page]
- TABLE C.1: SPECIAL INSPECTOR CERTIFICATION EXAMS
- FIGURE C.1: ICC SPECIAL INSPECTOR CERTIFICATE
- EXPERIENCE STANDARDS [Go to Page]
- TABLE C.2: MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS
- PERFORMANCE STANDARDS
- PERFORMANCE STANDARDS: JOB TASK LISTS FOR SPECIAL INSPECTORS [Go to Page]
- SPECIAL INSPECTORS—GENERAL DUTIES
- STEEL: STRUCTURAL, COLD-FORMED AND REINFORCING [Go to Page]
- FIGURE C.2: BOLTED STEEL MEMBERS
- FIGURE C.3: WELDING OF STRUCTURAL STEEL MEMBERS
- FIGURE C.4: COLD-FORMED STEEL DECKING
- FIGURE C.5: WELDED REINFORCEMENT
- CONCRETE: REINFORCED AND PRESTRESSED [Go to Page]
- FIGURE C.6: REINFORCEMENT CAGES
- FIGURE C.7: CONCRETE PLACEMENT
- FIGURE C.8: PRESTRESSED TENDONS IN CONCRETE SLAB
- STRUCTURAL MASONRY [Go to Page]
- FIGURE C.9: CONCRETE MASONRY BLOCK STORAGE
- FIGURE C.10: EQUIPMENT FOR PROPER PLACEMENT AND CLEAN MATERIALS
- FIGUER C.11: PREFABRICATED BEAM AND REINFORCEMENT
- SPRAY-APPLIED, MASTIC AND INTUMESCENT FIREPROOFING [Go to Page]
- FIGURE C.12: SPRAY-APPLIED FIREPROOFING
- SOILS [Go to Page]
- FIGURE C.13: EARTHWORKS EXCAVATION
- DEEP FOUNDATIONS [Go to Page]
- FIGURE C.14: CAST-IN-PLACE PILES
- FIGURE C.15: DRIVEN PILES
- FIGURE C.16: HELICAL PILES
- BECOMING A SPECIAL INSPECTOR—PATHS TO CERTIFICATION [Go to Page]
- REINFORCED CONCRETE ICC CERTIFICATION
- OTHER CERTIFICATIONS [Go to Page]
- FIGURE C.17: FIRESTOP
- APPENDIX D—MANUFACTURER CERTIFICATION AND EVALUATION REPORTS [Go to Page]
- CODE PROVISIONS
- ACCEPTANCE CRITERIA [Go to Page]
- FIGURE D.1: EXAMPLE ACCEPTANCE CRITERIA [Go to Page]
- FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA
- FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA
- EVALUATION SERVICE REPORT [Go to Page]
- FIGURE D.2: EVALUATION REPORT [Go to Page]
- FIGURE D.2: EVALUATION REPORT—continued
- FIGURE D.3: ICC-ES MARK OF CONFORMITY
- FIGURE D.4: ICC-ES MARK OF CONFORMITY FOR LISTED PMG PRODUCTS
- FIGURE D.5: ICC-ES MARK OF CONFORMITY
- APPENDIX E—THIRD-PARTY AGENCIES [Go to Page]
- ENTITIES WHICH ACCREDIT THIRD-PARTY AGENCIES [Go to Page]
- ACCREDITATION CRITERIA
- TESTING LABORATORIES
- SPECIAL INSPECTION AGENCIES
- INSPECTION AGENCIES (FABRICATION)
- INSPECTION AGENCIES (THIRD-PARTY) [Go to Page]
- FIGURE E.1: AC291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES
- APPENDIX F—IBC SPECIAL INSPECTION PROVISIONS [Go to Page]
- 2021 IBC SPECIAL INSPECTION PROVISIONS [Go to Page]
- 2021 IBC SPECIAL INSPECTION PROVISIONS-continued
- 2021 IBC SPECIAL INSPECTION PROVISIONS-continued
- 2021 IBC SPECIAL INSPECTION PROVISIONS-continued
- 2021 IBC SPECIAL INSPECTION PROVISIONS-continued
- INDEX
- ADDITIONAL CODE RESOURCES FROM ICC
- IAS INTERNATIONAL ACCREDITATION SERVICE®
- TELEWORK WITH ICC DIGITAL CODES PREMIUM
- PROCTORED REMOTE ONLINE TESTING OPTION (PRONTO™) [Go to Page]