ICC SpecialInspectionManual 2021 1stptg
$25.21
Special Inspection Manual: 2021 Edition
| Published By | Publication Date | Number of Pages |
| ICC | 2021 | 319 |
In extreme natural events such as earthquakes and hurricanes, the most common contributing factor to significant structural damage and building failure is construction that fails to comply with current codes, standards and design documents. Having specialized oversight and increased inspection frequency and duration during construction helps mitigate construction issues. The Special Inspection Manual gives details for required special inspections and structural observation. The manual contains the requirements for special inspections required by the International Building Code and its referenced material standards with descriptions of the required inspections. The book also contains information on creating a special inspection overview program within a building department, including procedures and forms useful in running the program. Additionally, the Manual supports preparation for special inspection certification exams and assists in writing statements of special inspection. The guidance in the manual is based on recommended practices and the consensus of building officials, design professionals and inspection and testing agencies. Duties and responsibilities of the special inspector, building official, project owner, engineer and architect of record, and general contractor are defined.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | SPECIAL INSPECTION MANUAL 2021 EDITION |
| 2 | SPECIAL INSPECTION MANUAL 2021 EDITION TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | TABLE OF CONTENTS |
| 10 | FOREWORD |
| 12 | PREFACE |
| 13 | ACKNOWLEDGEMENTS ABOUT THE AUTHOR ABOUT THE INTERNATIONAL CODE COUNCIL® |
| 16 | CHAPTER 1—SPECIAL INSPECTION INTRODUCTION |
| 17 | HISTORY |
| 18 | SPECIAL INSPECTION |
| 19 | KEY ASPECTS OF SPECIAL INSPECTIONS |
| 20 | THE INTEGRAL PARTICIPANTS OF SPECIAL INSPECTION |
| 21 | SPECIAL INSPECTOR ORGANIZATION OF THE SPECIAL INSPECTION MANUAL CHAPTERS |
| 22 | APPENDICES |
| 24 | CHAPTER 2—SPECIAL INSPECTOR’S DUTIES |
| 25 | WHO BECOMES A SPECIAL INSPECTOR? |
| 26 | CERTIFICATION APPROVAL DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR |
| 27 | PRIOR TO THE JOB SITE |
| 31 | IMAGE: FIGURE 2.1: CONSTRUCTION DOCUMENTS |
| 32 | AT THE JOB SITE |
| 33 | FIGURE 2.2: PREPARATION OF CONCRETE CYLINDERS |
| 34 | AT THE END OF THE PROJECT |
| 35 | WORKING WITH THE BUILDING DEPARTMENT WHO HIRES THE SPECIAL INSPECTOR? |
| 36 | INSPECTION OF FABRICATORS |
| 38 | CHAPTER 3—OTHER INTEGRAL PARTICIPANTS DUTIES DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER |
| 39 | DUTIES AND RESPONSIBILITIES OF THE REGISTERED DESIGN PROFESSSIONAL IN RESPONSIBLE CHARGE |
| 41 | DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR |
| 42 | FIGURE 3.1: CONTRACTOR STATEMENT OF RESPONSIBILITY FORM |
| 43 | DUTIES AND RESPONSIBILITIES OF THE BUILDING OFFICIAL |
| 46 | PRECONSTRUCTION MEETING |
| 48 | CHAPTER 4—JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION WHY IS JURISDICTIONAL INSPECTION INSUFFICIENT IN SOME CASES? |
| 49 | COMPLEX, UNCOMMON OR UNIQUE CONSTRUCTION |
| 50 | JURISDICTIONAL INSPECTIONS COMPARISON OF TIMING OF JURISDICTIONAL AND SPECIAL INSPECTIONS |
| 51 | FIGURE 4.1: URBAN CONSTRUCTION |
| 52 | FIGURE 4.2: REINFORCED FOOTING TABLE 4.1A: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION |
| 53 | TABLE 4.1B: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION |
| 54 | FIGURE 4.3: CONCRETE SLAB AND UNDER-FLOOR INSPECTION TABLE 4.1C: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS—FOUNDATION |
| 55 | FIGURE 4.4: FRAMED WALLS AND ROOF TRUSSES |
| 56 | TABLE 4.2A: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION—FRAME INSPECTIONS—STEEL AND CONCRETE |
| 57 | TABLE 4.2B: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION—FRAME INSPECTIONS—MASONRY AND WOOD |
| 59 | FIGURE 4.5: FIRE- AND SMOKE-RESISTANT PENETRATIONS TABLE 4.3: COMPARISON OF JURISDICTIONAL INSPECTION VS SPECIAL INSPECTION—FIRE RESISTANCE |
| 60 | INSPECTIONS IN THE INTERNATIONAL RESIDENTIAL CODE |
| 61 | FIGURE 4.6: RESIDENTIAL CONSTRUCTION TABLE 4.4: RESIDENTIAL INSPECTION REQUIREMENTS |
| 62 | MATERIALS REQUIRING SPECIAL INSPECTION STEEL CONSTRUCTION FIGURE 4.7: AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS |
| 63 | FIGURE 4.8: STRUCTURAL STEEL CONSTRUCTION FIGURE 4.9: SDI QAQC COVER FIGURE 4.10A: SJI 100-20 |
| 64 | FIGURE 4.11: COLD-FORMED STEEL JOISTS CONCRETE CONSTRUCTION FIGURE 4.12: ACI 318-19 BUIDLING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| 65 | FIGURE 4.13: CONCRETE CONSTRUCTION FIGURE 4.14: CONCRETE CYLINDERS FOR STRENGTH TEST SPECIMENS |
| 66 | MASONRY CONSTRUCTION FIGURE 4.15: TMS 402/602 |
| 67 | FIGURE 4.16: MASONRY CONSTRUCTION WOOD CONSTRUCTION FIGURE 4.17: WOOD CONSTRUCTION |
| 68 | FIGURE 4.18: SIP ASSEMBLY |
| 69 | FIGURE 4.19: WOOD CONSTRUCTION TESTING OF HIGH-LOAD DIAPHRAGM FIGURE 4.20: WOOD CONSTRUCTION—LONG TRUSS SPANS |
| 70 | SOILS FIGURE 4.21: SOILS—EXCAVATION DEEP FOUNDATIONS FIGURE 4.22: DRIVEN H-PILE |
| 71 | WIND RESISTANCE FIGURE 4.23: HIGH WIND—ROOF CONNECTIONS SEISMIC RESISTANCE |
| 72 | FIGURE 4.24: STORAGE RACKS |
| 73 | FIGURE 4.25: EMERGENCY ELECTRICAL SYSTEM TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE FIGURE 4.26: COMPONENT TESTING |
| 74 | SPRAYED FIRE-RESISTANT MATERIALS FIGURE 4.27: SPRAYED FIRE-RESISTANT MATERIALS MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS |
| 75 | FIGURE 4.28: INTUMESCENT COATING ON STEEL COLUMNS EXTERIOR INSULATION AND FINISH SYSTEMS FIGURE 4.29: EIFS INSTALLATION |
| 76 | FIRE-RESISTANT PENETRATIONS AND JOINTS FIGURE 4.30: FIRE-RESISTANT JOINT |
| 77 | FIGURE 4.31: FIRESTOP SMOKE CONTROL TESTING |
| 78 | FIGURE 4.32: SMOKE CONTROL TEST |
| 80 | CHAPTER 5—STRUCTURAL SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION-STRUCTURAL MATERIALS PERIODIC AND CONINUOUS SPECIAL INSPECTION |
| 81 | STEEL CONSTRUCTION |
| 82 | FIGURE 5.1: AISC 360 AND AISC 341 FIGURE 5.2: AWS D1.1 |
| 83 | TABLE 5.1: PROVISIONS FOR STEEL CONSTRUCTION |
| 85 | TABLE 5.2: MODIFIED FROM AISC 360 TABLE N5.4-1: INSPECTION TASKS PRIOR TO WELDING |
| 86 | TABLE 5.3: MODIFIED FROM AISC 360 TABLE N5.4-2: INSPECTION TASKS DURING WELDING |
| 87 | TABLE 5.4: MODIFIED FROM AISC 360 TABLE N5.4-3: INSPECTION TASKS AFTER WELDING |
| 88 | TABLE 5.5: TYPES OF NONDESTRUCTIVE TESTING |
| 89 | FIGURE 5.3: WELDED STRUCTURAL STEEL FIGURE 5.4: SPECIFICATION FOR STRUCTURAL JOISTS USING HIGH STRENGTH BOLTS |
| 90 | TABLE 5.6: MODIFIED FROM AISC 360 TABLES N5.6-1, N5.6-2 AND N5.6-3: INSPECTION TASKS FOR BOLTING |
| 92 | FIGURE 5.5: BOLTED STEEL CONNECTIONS |
| 94 | TABLE 5.7: MODIFIED FROM AISC 341 TABLE J6.1: VISUAL INSPECTION TASKS PRIOR TO WELDING |
| 95 | TABLE 5.8: MODIFIED FROM AISC 341 TABLE J6.2: VISUAL INSPECTION TASKS DURING WELDING |
| 96 | TABLE 5.9: MODIFIED FROM AISC 341 TABLE J6.3: VISUAL INSPECTION TASKS AFTER WELDING |
| 97 | TABLE 5.10: ADDITIONAL TESTING WHEN WELDING SEISMIC FORCE-RESISTING SYSTEMS |
| 99 | 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 |
| 100 | TABLE 5.13: MODIFIED FROM AISC 341 TABLES J9.1, J9.2 AND J9.3, SPECIAL INSPECTION TASKS FOR COMPOSITE STRUCTURES |
| 101 | FIGURE 5.6: A) ADEQUATE BOLTING B) INADEQUATE BEARING C) BOLTING REPAIR |
| 102 | COLD-FORMED STEEL CONSTRUCTION TABLE 5.14: MODIFIED FROM SDI QA/QC TABLES 1.1 AND 1.2 |
| 103 | TABLE 5.15: MODIFIED FROM SDI QA/QC TABLES 1.3, 1.4 AND 1.5 |
| 104 | TABLE 5.16: MODIFIED FROM SDI QA/QC TABLES 1.6, 1.7 AND 1.8 FIGURE 5.7: COLD-FORMED STEEL CONSTRUCTION |
| 105 | TABLE 5.17: REQUIRED SPECIAL INSPECTIONS FOR OPEN-WEB STEEL JOISTS AND JOIST GIRDERS CONCRETE CONSTRUCTION |
| 106 | FIGURE 5.8: ACI 318 FIGURE 5.9: CONCRETE FOUNDATION WALLS |
| 107 | TABLE 5.18: MODIFIED IBC TABLE 1705.3, REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION |
| 108 | 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 |
| 109 | FIGURE 5.11: CONCRETE CONSTRUCTION—CONCRETE PLACEMENT FIGURE 5.12: CONCRETE CONSTRUCTION—TILT-UP WALLS |
| 110 | FIGURE 5.13: CONCRETE SPECIAL INSPECTION—SLUMP TEST |
| 111 | FIGURE 5.14: CONCRETE CONSTRUCTION—WELDED REBAR |
| 112 | MASONRY CONSTRUCTION FIGURE 5.15: TMS 402/602-16 |
| 114 | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE |
| 115 | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE (continued) |
| 116 | FIGURE 5.16: MASONRY CONSTRUCTION WOOD CONSTRUCTION |
| 117 | FIGURE 5.17: WOOD CONSTRUCTION—HIGH-LOAD DIAPHRAGM |
| 118 | FIGURE 5.18: LONG SPAN WOOD TRUSSES FIGURE 5.19: MASS TIMBER CONSTRUCTION |
| 120 | TABLE 5.20: MODIFIED IBC TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION FIGURE 5.20: STRUCTURAL INSULATED PANELS |
| 121 | SOILS TABLE 5.21: MODIFIED IBC TABLE 1705.6—REQUIRED VERIFICATION AND INSPECTION OF SOILS |
| 122 | FIGURE 5.21: SOILS—EXCAVATION DEEP FOUNDATION CONSTRUCTION |
| 123 | FIGURE 5.22: HELICAL PILE LOAD TEST TABLE 5.22: SUMMARY OF DEEP FOUNDATION PROVISIONS |
| 124 | FIGURE 5.23: DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.24: FOUNDATION BRACING |
| 125 | TABLE 5.23: MODIFIED IBC TABLE 1705.7, REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.25: CAST-IN-PLACE PIERS |
| 126 | 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 |
| 127 | FABRICATED ITEMS SPECIAL INSPECTIONS FOR WIND RESISTANCE |
| 128 | TABLE 5.26 SUMMARY OF SPECIAL INSPECTION REQUIREMENTS FOR WIND RESISTANCE |
| 129 | FIGURE 5.26: COLD-FORMED STEEL ANCHORAGE SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE |
| 131 | TABLE 5.27 SUMMARY OF STRUCTURAL SPECIAL INSPECTIONS OF SEISMIC RESISTANCE |
| 132 | TABLE 5.28: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE |
| 133 | TABLE 5.28: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE (continued) |
| 134 | TABLE 5.29: MODIFIED TABLE 1705.13.7, REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS FIGURE 5.27: ARCHITECTURAL ELEMENT |
| 135 | FIGURE 5.28: STORAGE RACKS FIGURE 5.29: ELECTRICAL SYSTEMS |
| 136 | FIGURE 5.30: SEISMIC DAMPER TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE |
| 137 | TABLE 5.30: SUMMARY OF TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE SPECIAL CASES |
| 140 | CHAPTER 6—NONSTRUCTURAL SPECIAL INSPECTIONS PERIODIC AND CONTINUOUS SPECIAL INSPECTION |
| 141 | REQUIRED VERIFICATION AND INSPECTION-LIFE SAFETY AND NONSTRUCTURAL MATERIALS SPRAYED FIRE-RESISTANT MATERIALS FIGURE 6.1: SPRAYED FIRE-RESISTANT MATERIALS |
| 142 | TABLE 6.1: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIALS |
| 143 | TABLE 6.2: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIAL THICKNESS |
| 144 | TABLE 6.3: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIAL DENSITY AND BOND STRENGTH MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS |
| 145 | FIGURE 6.2: INTUMESCENT COATED COLUMNS TABLE 6.4: SUMMARY OF SPECIAL INSPECTIONS FOR MASTIC AND INTUMESCENT COATINGS EXTERIOR INSULATION AND FINISH SYSTEMS |
| 146 | FIGURE 6.3: EIFS |
| 147 | TABLE 6.5: SUMMARY OF SPECIAL INSPECTIONS FOR CLASSIC EIFS |
| 148 | TABLE 6.6: SUMMARY OF SPECIAL INSPECTIONS FOR EIFS WATER-RESISTIVE BARRIER COATING FIRE-RESISTANT PENETRATIONS AND JOINTS |
| 149 | FIGURE 6.4: FIRESTOP TABLE 6.7: SUMMARY OF SPECIAL INSPECTION OF FIRESTOPS |
| 150 | FIGURE 6.5: FIRE-RESISTANT JOINTS |
| 151 | TABLE 6.8: SUMMARY OF SPECIAL INSPECTION OF FIRE-RESISTANT JOINT SYSTEMS SMOKE CONTROL SYSTEMS |
| 152 | FIGURE 6.6: SMOKE CONTROL TESTING |
| 153 | SEALING OF MASS TIMBER FIGURE 6.7: SEALANTS |
| 154 | CHAPTER 7—STRUCTURAL OBSERVATION |
| 155 | FIGURE 7.1: STRUCTURAL OBSERVATION OF CONCRETE SAMPLING PROCESS OF STRUCTURAL OBSERVATION |
| 156 | WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED FIGURE 7.2: BRACED FRAMES FORM THE MAIN WINDFORCE-RESISTING SYSTEM IN THE OBSERVATION TOWER |
| 157 | DETERMINING COMPONENTS REQUIRING STRUCTURAL OBSERVATION FIGURE 7.3: STEEL MOMENT FRAME FIGURE 7.4: CONCRETE BEAM-COLUMN CONNECTIONS |
| 158 | FIGURE 7.5: LIGHT-FRAME DRAG STRUT FIGURE 7.6: ROOF TRUSS CONNECTION IN MASONRY WALLS |
| 159 | FIGURE 7.7: NOTIFICATION OF DEFICIENCY REPORT |
| 160 | CHAPTER 8—ALTERNATIVE PRODUCTS AND METHODS OF CONSTRUCTION ALTERNATIVE MATERIALS AND METHODS OF CONSTRUCTION |
| 161 | FIGURE 8.1: ALTERNATIVE MATERIAL |
| 162 | APPROVALS |
| 163 | FIGURE 8.2: TESTING OF MASONRY PRISM |
| 164 | LABELING |
| 165 | FIGURE 8.3: ENGINEERED WOOD PRODUCT IDENTIFICATION |
| 166 | PREFABRICATED ASSEMBLIES FABRICATORS |
| 167 | FIGURE 8.4: FABRICATOR’S CERTIFICATE |
| 168 | FIGURE 8.5: REINFORCING STEEL FABRICATOR DESIGN STRENGTH OF MATERIALS |
| 169 | ALTERNATIVE TEST PROCEDURE |
| 170 | IN-SITU LOAD TESTS |
| 171 | PRECONSTRUCTION LOAD TESTS |
| 174 | FIGURE 8.6: PRECONSTRUCTION LOAD TEST ON A DOOR HINGE WINDBORNE DEBRIS PROTECTION |
| 176 | FIGURE 8.7: TEST SPECIMEN EVALUATION REPORTS |
| 177 | NEW PRODUCTS |
| 178 | CHAPTER 9—APPROVED AGENCIES TERMINOLOGY |
| 179 | APPROVED AGENCY CHARACTERISTICS |
| 180 | FIGURE 9.1: SAMPLE SPECIAL INSPECTION AGENCY CERTIFICATE |
| 182 | CHAPTER 10—BUILDING DEPARTMENTS DUTIES OF THE BUILDING DEPARTMENT |
| 183 | RESPONSIBILITIES OF THE BUILDING DEPARTMENT SPECIAL INSPECTION PROGRAM STAFFING |
| 184 | RESPONSIBILITIES OUTSIDE THE BUILDING DEPARTMENT |
| 185 | ENSURING COMPETENCE APPROVAL CRITERIA |
| 186 | EXISTING SPECIAL INSPECTION PROGRAMS ESTABLISHING A SPECIAL INSPECTION PROGRAM |
| 187 | STEP 1: ESTABLISH QUALIFICATIONS AND INTERNAL QUALITY CONTROL |
| 189 | FIGURE 10.1: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSTRUCTOR FIGURE 10.2: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSPECTION AGENCY |
| 190 | STEP 2: SPECIAL INSPECTION AGENCY APPLICATION AND EVALUATION |
| 191 | STEP 3: SPECIAL INSPECTOR APPLICATION AND EVALUATION |
| 192 | FIGURE 10.3: SAMPLE TEST FROM SPECIAL INSPECTION WORK VERIFICATION CRITERIA FOR MASONRY |
| 193 | STEP 4: PRESCRIBE ON-SITE AND FINAL REPORT REQUIREMENTS FIGURE 10.4: SAMPLE TEXT OF RESPONSIBILITY STATEMENT |
| 195 | FIGURE 10.5: SAMPLE TEXT FROM A FINAL SPECIAL INSPECTION REPORT |
| 196 | FIGURE 10.6: SAMPLE TEXT OF SPECIAL INSPECTOR STATEMENT STEP 5: ISSUING SPECIAL INSPECTION AGENCY AGREEMENTS |
| 197 | FIGURE 10.7: SAMPLE TEXT FROM SPECIAL INSPECTION AGREEMENT FIGURE 10.8: SAMPLE TEXT FROM THE STATEMENT OF SPECIAL INSPECTION AGREEMENT |
| 198 | STEP 6: DEVELOPING A REPORT REVIEW PROCEDURE FIGURE 10.9: SAMPLE TEXT FOR STATEMENT OF AUDIT |
| 199 | FIGURE 10.10: SAMPLE TEXT FROM INSPECTION/TESTING AGENCY PROJECT AUDIT |
| 200 | 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 |
| 201 | STEP 8: REVALUATE THE PROGRAM PERIODICALLY |
| 202 | APPENDIX A—DEFINITIONS |
| 212 | APPENDIX B—FORMS |
| 213 | B.1 TECHNICAL GUIDELINES B.1.1 QUALITY MANUAL GUIDELINE |
| 223 | B.2 APPROVAL LISTING FORMS B.2.1 APPROVAL REQUIREMENTS CHECK SHEET |
| 224 | B.2.2 SPECIAL INSPECTION AND TESTING AGENCY APPROVAL LISTING FORM |
| 225 | B.2.3 FABRICATION/MANUFACTURER APPROVAL LISTING FORM |
| 226 | B.3 INSPECTION RECORDS-REPORT REQUIREMENTS |
| 227 | B.3.1 DAILY REPORT FORM |
| 229 | B.3.2 WEEKLY REPORT FORM |
| 231 | B.3.3 DISCREPANCY NOTICE FORM |
| 232 | B.3.4 FINAL REPORT FORM |
| 233 | B.4 INSPECTION AGREEMENT FORMS B.4.1 SPECIAL INSPECTION AGREEMENT |
| 238 | B.4.2 ADDENDUM TO THE SPECIAL INSPECTION AGREEMENT |
| 240 | B.4.3 STATEMENT OF SPECIAL INSPECTIONS SCHEDULE |
| 243 | B.4.4 SPECIAL INSPECTION RECORD |
| 244 | B.5 AUDITS B.5.1 TECHNICAL GUIDELINES FOR SPECIAL INSPECTION/TESTING AGENCY PROJECT AUDITS |
| 253 | B.5.2 FIELD OPERATIONS AUDIT |
| 255 | B.5.3 FIELD TESTING AUDIT |
| 257 | B.6 STRUCTURAL OBSERVER B.6.1 STRUCTURAL OBSERVER DISCREPANCY NOTICE |
| 258 | B.7 PRECONSTRUCTION MEETINGS B.7.1 PRECONSTRUCTION MEETING FORM—SAMPLES |
| 262 | B.8 CONTRACTOR STATEMENT OF RESPONSIBILITY B.8.1 CONTRACTOR STATEMENT OF RESPONSIBILITY |
| 263 | B.9 APPROVED FABRICATORS B.9.1 FABRICATOR CERTIFICATE OF COMPLIANCE FORM—SAMPLE |
| 264 | APPENDIX C—INSPECTOR CERTIFICATION MODEL PROGRAM FOR SPECIAL INSPECTION |
| 265 | AREAS OF CERTIFICATION |
| 266 | RECOMMENDED SPECIAL INSPECTOR QUALIFICATIONS CODE KNOWLEDGE AND PLAN-READING COMPETENCY STANDARDS |
| 267 | TABLE C.1: SPECIAL INSPECTOR CERTIFICATION EXAMS |
| 268 | FIGURE C.1: ICC SPECIAL INSPECTOR CERTIFICATE EXPERIENCE STANDARDS |
| 269 | TABLE C.2: MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS |
| 271 | PERFORMANCE STANDARDS PERFORMANCE STANDARDS: JOB TASK LISTS FOR SPECIAL INSPECTORS SPECIAL INSPECTORS—GENERAL DUTIES |
| 272 | STEEL: STRUCTURAL, COLD-FORMED AND REINFORCING |
| 273 | FIGURE C.2: BOLTED STEEL MEMBERS |
| 274 | FIGURE C.3: WELDING OF STRUCTURAL STEEL MEMBERS |
| 275 | FIGURE C.4: COLD-FORMED STEEL DECKING |
| 276 | FIGURE C.5: WELDED REINFORCEMENT |
| 277 | CONCRETE: REINFORCED AND PRESTRESSED |
| 279 | FIGURE C.6: REINFORCEMENT CAGES FIGURE C.7: CONCRETE PLACEMENT |
| 280 | FIGURE C.8: PRESTRESSED TENDONS IN CONCRETE SLAB |
| 281 | STRUCTURAL MASONRY FIGURE C.9: CONCRETE MASONRY BLOCK STORAGE FIGURE C.10: EQUIPMENT FOR PROPER PLACEMENT AND CLEAN MATERIALS |
| 282 | FIGUER C.11: PREFABRICATED BEAM AND REINFORCEMENT SPRAY-APPLIED, MASTIC AND INTUMESCENT FIREPROOFING |
| 283 | FIGURE C.12: SPRAY-APPLIED FIREPROOFING SOILS FIGURE C.13: EARTHWORKS EXCAVATION |
| 284 | DEEP FOUNDATIONS FIGURE C.14: CAST-IN-PLACE PILES |
| 285 | FIGURE C.15: DRIVEN PILES |
| 286 | FIGURE C.16: HELICAL PILES BECOMING A SPECIAL INSPECTOR—PATHS TO CERTIFICATION REINFORCED CONCRETE ICC CERTIFICATION |
| 287 | OTHER CERTIFICATIONS |
| 288 | FIGURE C.17: FIRESTOP |
| 290 | APPENDIX D—MANUFACTURER CERTIFICATION AND EVALUATION REPORTS CODE PROVISIONS |
| 291 | ACCEPTANCE CRITERIA |
| 292 | FIGURE D.1: EXAMPLE ACCEPTANCE CRITERIA |
| 293 | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA |
| 294 | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA |
| 295 | EVALUATION SERVICE REPORT |
| 296 | FIGURE D.2: EVALUATION REPORT |
| 297 | FIGURE D.2: EVALUATION REPORT—continued |
| 298 | 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 |
| 300 | APPENDIX E—THIRD-PARTY AGENCIES |
| 301 | ENTITIES WHICH ACCREDIT THIRD-PARTY AGENCIES |
| 302 | ACCREDITATION CRITERIA TESTING LABORATORIES |
| 303 | SPECIAL INSPECTION AGENCIES |
| 304 | INSPECTION AGENCIES (FABRICATION) |
| 305 | INSPECTION AGENCIES (THIRD-PARTY) |
| 307 | FIGURE E.1: AC291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 308 | APPENDIX F—IBC SPECIAL INSPECTION PROVISIONS 2021 IBC SPECIAL INSPECTION PROVISIONS |
| 309 | 2021 IBC SPECIAL INSPECTION PROVISIONS-continued |
| 310 | 2021 IBC SPECIAL INSPECTION PROVISIONS-continued |
| 311 | 2021 IBC SPECIAL INSPECTION PROVISIONS-continued |
| 312 | 2021 IBC SPECIAL INSPECTION PROVISIONS-continued |
| 314 | INDEX |
| 316 | ADDITIONAL CODE RESOURCES FROM ICC |
| 317 | IAS INTERNATIONAL ACCREDITATION SERVICE® |
| 318 | TELEWORK WITH ICC DIGITAL CODES PREMIUM |
| 319 | PROCTORED REMOTE ONLINE TESTING OPTION (PRONTO™) |
