ICC SpecialInspectionManual 1stptg 2018.pdf
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Special Inspection Manual: 2018 Edition
| Published By | Publication Date | Number of Pages |
| ICC | 2018 | 327 |
2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | SPECIAL INSPECTION MANUAL 2018 EDITION |
| 2 | SPECIAL INSPECTION MANUAL 2018 EDITION TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | TABLE OF CONTENTS |
| 10 | FOREWARD |
| 14 | PREFACE |
| 15 | 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 MAJOR PLAYERS OF SPECIAL INSPECTIONS |
| 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 |
| 30 | FIGURE 2.1: CONSTRUCTION DOCUMENTS |
| 32 | AT THE JOB SITE FIGURE 2.2: PREPARATION OF CONCRETE CYLINDERS |
| 33 | AT THE END OF THE PROJECT |
| 34 | WORKING WITH THE BUILDING DEPARTMENT |
| 35 | WHO HIRES THE SPECIAL INSPECTOR? INSPECTION OF FABRICATORS |
| 38 | CHAPTER 3—OTHER STAKEHOLDERS’ DUTIES DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER |
| 39 | DUTIES AND RESPONSIBILITIES OF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| 41 | DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR |
| 42 | FIGURE 3.1: CONTRACTOR STATEMENT OF RESPONSIBIITY 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 JURISDICTIONAL INSPECTIONS |
| 50 | COMPARISON OF TIMING OF JURISDICTIONAL AND SPECIAL INSPECTIONS |
| 51 | FIGURE 4.1: URBAN CONSTRUCTION FIGURE 4.2: REINFORCED FOOTING |
| 52 | TABLE 4.1A: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INPECTIONS—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 |
| 58 | FIGURE 4.5: FIRE- AND SMOKE-RESISTANT PENETRATIONS |
| 59 | TABLE 4.3: COMPARISON OF JURISDICITIONAL INSPECTION VS. SPECIAL INSPECTION—FIRE RESISTANCE |
| 60 | INSPECTIONS IN THE INTERNATIONAL RESIDENTIAL CODE FIGURE 4.6: RESIDENTIAL CONSTRUCTION TABLE 4.4: RESIDENTIAL INSPECTION REQUIREMENTS |
| 61 | MATERIALS REQUIRING SPECIAL INSPECTION STEEL CONSTRUCTION (SECTION 1705.2) |
| 62 | FIGURE 4.7: AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 341 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS FIGURE 4.8: STRUCTURAL STEEL CONSTRUCTION |
| 63 | FIGURE 4.9: OPEN WEB JOISTS AND COLD-FORMED STEEL DECK CONSTRUCTION CONCRETE CONSTRUCTION (SECTION 1705.3) FIGURE 4.10: ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| 64 | FIGURE 4.11: CONCRETE CONSTRUCTION FIGURE 4.12: CONCRETE CYLINDERS FOR STRENGTH TEST SPECIMENS |
| 65 | MASONRY CONSTRUCTION (SECTION 1705.4) FIGURE 4.13: TMS 402/602 FIGURE 4.14: MASONRY CONSTRUCTION |
| 66 | WOOD CONSTRUCTION (SECTION 1705.5) FIGURE 4.15: WOOD CONSTRUCTION |
| 67 | FIGURE 4.16: SIP ASSEMBLY FIGURE 4.17: WOOD CONSTRUCTION TESTING OF HIGH-LOAD DIAPHRAGM |
| 68 | FIGURE 4.18: WOOD CONSTRUCTION—LONG TRUSS SPANS SOILS (SECTION 1705.6) FIGURE 4.19: SOILS-EXCAVATION |
| 69 | DEEP FOUNDATIONS (SECTIONS 1705.7, 1705.8, and 1705.9) FIGURE 4.20: DRIVEN H-PILE WIND RESISTANCE (SECTION 1705.11) FIGURE 4.21: HIGH WIND—ROOF CONNECTIONS |
| 70 | SEISMIC RESISTANCE (SECTION 1705.12) |
| 71 | FIGURE 4.22: STORAGE RACKS FIGURE 4.23: EMERGENCY ELECTRICAL SYSTEM |
| 72 | TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE (SECTION 1705.13) FIGURE 4.24: COMPONENT TESTING SPRAYED FIRE-RESISTANT MATERIALS (SECTION 1705.14) FIGURE 4.25: SPRAYED FIRE-RESISTANT MATERIALS |
| 73 | MASTIC AND INTUMESCENT FIRE-RESISTANCE COATINGS (SECTION 1705.15) EXTERIOR INSULATION AND FINISH SYSTEMS, EIFS (SECTION 1705.16) FIGURE 4.26: EIFS INSTALLATION FIRE-RESISTANT PENETRATIONS AND JOINTS (SECTION 1705.17) |
| 74 | FIGURE 4.27: FIRE-RESISTANT JOINT FIGURE 4.28: FIRESTOP |
| 75 | SMOKE CONTROL TESTING (SECTION 1705.18) FIGURE 4.29: SMOKE CONTROL TEST |
| 76 | CHAPTER 5—STRUCTURAL SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION—STRUCTURAL MATERIALS (SECTION 1705) PERIODIC AND CONTINUOUS SPECIAL INSPECTION |
| 77 | STEEL CONSTRUCTION (SECTION 1705.2, AISC, SJI and AWS STANDARDS) |
| 78 | FIGURE 5.1: AISC 360 AND AISC 341 FIGURE 5.2: AWS D1.1 |
| 79 | TABLE 5.1: PROVISIONS FOR STEEL CONSTRUCTION |
| 81 | TABLE 5.2: MODIFIED FROM AISC 360 TABLE N5.1-1: INSPECTION TASKS PRIOR TO WELDING |
| 82 | TABLE 5.3: MODIFIED FROM AISC 360 TABLE N5.4-2: INSPECTION TASKS DURING WELDING |
| 83 | TABLE 5.4: MODIFIED FROM AISC 360 TABLE N5.4-3: INSPECTION TASKS AFTER WELDING |
| 84 | TABLE 5.5: TYPES OF NONDESTRUCTIVE TESTING |
| 85 | FIGURE 5.3: WELDED STRUCTURAL STEEL FIGURE 5.4: SPECIFICATION FOR STRUCTURAL JOISTS USING HIGH STRENGTH BOLTS |
| 86 | TABLE 5.6: MODIFIED FROM AISC 360 TABLES N5.6-1, N5.6-3: INSPECTION TASKS FOR BOLTING |
| 88 | FIGURE 5.5: BOLTED STEEL CONNECTIONS |
| 90 | TABLE 5.7: MODIFIED FROM AISC 341 TABLE J6.1: VISUAL INSPECTION TASKS PRIOR TO WELDING |
| 91 | TABLE 5.8: MODIFIED FROM AISC 341 TABLE J6.2: VISUAL INSPECTION TASKS DURING WELDING |
| 92 | TABLE 5.9: MODIFIED FROM AISC 341 TABLE J6.3: VISUAL INSPECTION TASKS AFTER WELDING |
| 93 | TABLE 5.10: ADDITIONAL TESTING WHEN WELDING SEISMIC FORCE-RESISTING SYSTEMS (SFRS) |
| 95 | 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 |
| 96 | TABLE 5.13: MODIFIED FROM AISC 341 TABLES J9.1, J9.2 AND J9.3, SPECIAL INSPECTION TASKS FOR COMPOSITE STRUCTURES |
| 97 | FIGURE 5.6: (A) ADEQUATE BOLTING (B) INADEQUATE BEARING (C) BOLTING REPAIR |
| 98 | COLD-FORMED STEEL CONSTRUCTION (SECTION 1705.2.2, 1705.2.4 and MATERIAL STANDARDS) TABLE 5.14: MODIFIED FROM SDI QA/QC TABLES 1.1 AND 1.2 |
| 99 | TABLE 5.15: MODIFIED FROM SDI QA/QC TABLES 1.3, 1.4 AND 1.5 |
| 100 | TABLE 5.16: MODIFIED FROM SDI QA/QC TABLES 1.6, 1.7 AND 1.8 FIGURE 5.7: COLD-FORMED STEEL CONSTRUCTION |
| 101 | TABLE 5.17: REQUIRED SPECIAL INSPECTIONS FOR OPEN-WEB STEEL JOISTS AND JOIST GIRDERS CONCRETE CONSTRUCTION (SECTION 1705.3, IBC CHAPTER 19 and ACI STANDARD) |
| 102 | FIGURE 5.8: ACI 318 FIGURE 5.9: CONCRETE FOUNDATION WALLS |
| 103 | TABLE 5.18: MODIFIED IBC TABLE 1705.3, REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION |
| 104 | FIGURE 5.10: CONCRETE CONSTRUCTION—LAYOUT OF REBAR AND PRESTRESSING TENDONS (PERIODIC INSPECTION) FIGURE 5.11: CONCRETE CONSTRUCTION—CONCRETE PLACEMENT (CONTINUOUS INSPECTION) |
| 105 | FIGURE 5.12: CONCRETE CONSTRUCTION—TILT UP WALLS FIGURE 5.13: CONCRETE SPECIAL INSPECTION—SLUMP TEST (CONTINUOUS INSPECTION) |
| 107 | FIGURE 5.14: CONCRETE CONSTRUCTION—WELDED REBAR MASONRY CONSTRUCTION (SECTION 1705.4 and TMS 602) FIGURE 5.15: TMS 402/602-16 |
| 109 | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE |
| 110 | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE—continued |
| 111 | FIGURE 5.16: MASONRY CONSTRUCTION WOOD CONSTRUCTION (SECTION 1705.5 and IBC CHAPTER 23) |
| 112 | FIGURE 5.17: WOOD CONSTRUCTION—HIGH-LOAD DIAPHRAGM |
| 113 | FIGURE 5.18: LONG SPAN WOOD TRUSSES FIGURE 5.19: STRUCTURAL INSULATED PANELS (SIP) |
| 114 | SOILS (SECTION 1705.6 and IBC CHAPTER 18) TABLE 5.20: MODIFIED IBC TABLE 1705.6—REQUIRED VERIFICATION AND INSPECTION OF SOILS FIGURE 5.20: SOILS—EXCAVATION |
| 115 | DEEP FOUNDATION CONSTRUCTION (SECTIONS 1705.7, 1705.8, 1705.9 and IBC CHAPTER 18) FIGURE 5.21: HELICAL PILE LOAD TEST |
| 116 | TABLE 5.21: SUMMARY OF DEEP FOUNDATION PROVISIONS FIGURE 5.22: DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.23: FOUNDATION BRACING |
| 117 | TABLE 5.22: MODIFIED IBC TABLE 1705.7, REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.24: CAST-IN-PLACE PIERS |
| 118 | TABLE 5.23: MODIFIED IBC TABLE 1705.8, REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS TABLE 5.24: REQUIRED VERIFICATION AND INSPECTION OF HELICAL PILES FABRICATED ITEMS (SECTION 1705.10) SPECIAL INSPECTIONS FOR WIND RESISTANCE (SECTION 1705.11) |
| 119 | TABLE 5.25: SUMMARY OF SPECIAL INSPECTION REQUIREMENTS FOR WIND RESISTANCE |
| 120 | FIGURE 5.25: COLD-FORMED STEEL ANCHORAGE SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1705.12) |
| 122 | TABLE 5.26: SUMMARY OF STRUCTURAL SPECIAL INSPECTIONS OF SEISMIC RESISTANCE |
| 123 | TABLE 5.27: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE |
| 124 | TABLE 5.27: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE—CONTINUED |
| 125 | FIGURE 5.26: ARCHITECTURAL ELEMENT FIGURE 5.27: STORAGE RACKS |
| 126 | FIGURE 5.28: ELECTRICAL SYSTEMS FIGURE 5.29: SEISMIC DAMPER TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE (SECTION 1705.13) |
| 127 | TABLE 5.28: SUMMARY OF TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE |
| 128 | SPECIAL CASES (SECTION 1705.1.1) |
| 130 | CHAPTER 6—NONSTRUCTURAL SPECIAL INSPECTIONS PERIODIC AND CONTINUOUS SPECIAL INSPECTION |
| 131 | REQUIRED VERIFICATION AND INSPECTION—LIFE SAFETY AND NONSTRUCTURAL MATERIALS (SECTION 1705) SPRAYED FIRE-RESISTANT MATERIALS (SECTION 1705.14) FIGURE 6.1: SPRAYED FIRE-RESISTANT MATERIALS |
| 132 | TABLE 6.1: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIALS |
| 133 | TABLE 6.2: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIER-RESISTANT MATERIAL THICKNESS |
| 134 | TABLE 6.3: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIAL DENSITY AND BOND STRENGTH MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (SECTION 1705.15) |
| 135 | FIGURE 6.2: INTUMESCENT COATED COLUMNS TABLE 6.4: SUMMARY OF SPECIAL INSPECTIONS FOR MASTIC AND INTUMESCENT COATINGS (FROM AWCI 12-B) EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION 1705.16) |
| 136 | FIGURE 6.3: EIFS |
| 137 | TABLE 6.5: SUMMARY OF SPECIAL INSPECTIONS FOR CLASSIC EIFS (FROM AC 219) |
| 138 | TABLE 6.6: SUMMARY OF SPECIAL INSPECTIONS FOR EIFS WATER-RESISTIVE BARRIER COATING (FROM AC 212) FIRE-RESISTANT PENETRATIONS AND JOINTS (SECTION 1705.17) |
| 139 | FIGURE 6.4: FIRESTOP TABLE 6.7: SUMMARY OF SPECIAL INSPECTION OF FIRESTOPS (FROM ASTM E2174) |
| 140 | FIGURE 6.5: FIRE-RESISTANT JOINTS |
| 141 | TABLE 6.8: SUMMARY OF SPECIAL INSPECTION OF FIRE-RESISTANT JOINT SYSTEMS (FROM ASTM E2393) SMOKE CONTROL SYSTEMS (SECTION 1705.18) |
| 142 | FIGURE 6.6: SMOKE CONTROL TESTING |
| 144 | CHAPTER 7—STRUCTURAL OBSERVATION |
| 145 | FIGURE 7.1: STRUCTURAL OBSERVATION OF CONCRETE SAMPLING PROCESS OF STRUCTURAL OBSERVATION |
| 146 | WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED |
| 147 | FIGURE 7.2: LATERAL FORCE-RESISTING ELEMENTS (SEISMIC) FIGURE 7.3: LATERAL FORCE-RESISTING ELEMENTS (WIND) |
| 148 | DETERMINING COMPONENTS REQUIRING STRUCTURAL OBSERVATION FIGURE 7.4: STEEL MOMENT FRAME FIGURE 7.5: CONCRETE BEAM-COLUMN CONNECTIONS |
| 149 | FIGURE 7.6: LIGHT-FRAME DRAG STRUT FIGURE 7.7: ROOF TRUSS CONNECTION IN MASONRY WALLS |
| 150 | FIGURE 7.8: NOTIFICATION OF DEFICIENCY REPORT |
| 152 | CHAPTER 8—ALTERNATIVE PRODUCTS AND METHODS OF CONSTRUCTION ALTERNATIVE MATERIALS AND METHODS OF CONSTRUCTION |
| 153 | FIGURE 8.1: ALTERNATE MATERIAL— SUPER ADOBE |
| 154 | APPROVALS FIGURE 8.2: TESTING OF MASONRY PRISM |
| 155 | LABELING |
| 156 | FIGURE 8.3: ENGINEERED LUMBER IDENTIFICATION |
| 157 | PREFABRICATED ASSEMBLIES |
| 158 | FABRICATORS |
| 159 | FIGURE 8.4: FABRICATOR’S CERTIFICATE |
| 160 | FIGURE 8.5: REINFORCING STEEL FABRICATOR DESIGN STRENGTH OF MATERIALS |
| 161 | ALTERNATIVE TEST PROCEDURE |
| 162 | IN-SITU LOAD TESTS |
| 163 | PRECONSTRUCTION LOAD TESTS |
| 166 | FIGURE 8.6: PRECONSTRUCTION LOAD TEST ON A DOOR HINGE |
| 167 | FIGURE 8.7: TEST SPECIMEN EVALUATION REPORTS |
| 168 | NEW PRODUCTS |
| 170 | CHAPTER 9—APPROVED AGENCIES TERMINOLOGY |
| 171 | APPROVED AGENCY CHARACTERISTICS |
| 174 | CHAPTER 10—BUILDING DEPARTMENTS DUTIES OF THE BUILDING DEPARTMENT |
| 175 | RESPONSIBILITIES OF THE BUILDING DEPARTMENT SPECIAL INSPECTION PROGRAM STAFFING |
| 176 | QUALIFICATIONS RESPONSIBILITIES OUTSIDE THE BUILDING DEPARTMENT |
| 177 | ENSURING COMPETENCE APPROVAL CRITERIA |
| 178 | EXISTING SPECIAL INSPECTION PROGRAMS ESTABLISHING A SPECIAL INSPECTION PROGRAM |
| 179 | STEP 1: ESTABLISH QUALIFICATIONS AND QUALITY ASSURANCE REQUIREMENTS |
| 181 | FIGURE 10.1: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSPECTOR FIGURE 10.2: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT—SPECIAL INSPECTION AGENCY |
| 182 | STEP 2: SPECIAL INSPECTION AGENCY APPLICATION AND EVALUATION |
| 184 | STEP 3: SPECIAL INPSECTOR APPLICATION AND EVALUATION FIGURE 10.3: SAMPLE TEXT FROM SPECIAL INSPECTION WORK VERIFICATION CRITERIA FOR MASONRY |
| 185 | STEP 4: PRESCRIBE ON-SITE AND FINAL REPORT REQUIREMENTS FIGURE 10.4: SAMPLE TEXT OF RESPONSIBILITY STATEMENT |
| 187 | FIGURE 10.5: SAMPLE TEXT FROM A FINAL SPECIAL INSPECTION REPORT |
| 188 | FIGURE 10.6: SAMPLE TEXT OF SPECIAL INSPECTOR STATEMENT STEP 5: ISSUING SPECIAL INSPECTION AGENCY AGREEMENTS |
| 189 | FIGURE 10.7: SAMPLE TEXT FROM SPECIAL INSPECTION AGREEMENT FIGURE 10.8: SAMPLE TEXT FROM THE STATEMENT OF SPECIAL INSPECTION AGREEMENT |
| 190 | STEP 6: DEVELOPING A REPORT REVIEW PROCEDURE FIGURE 10.9: SAMPLE TEXT FOR STATEMENT OF AUDIT |
| 191 | FIGURE 10.10: SAMPLE TEXT FROM INSPECTION/TESTING AGENCY PROJECT AUDIT |
| 192 | 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 |
| 193 | STEP 8: REVALUATE THE PROGRAM PERIODICALLY |
| 194 | APPENDIX A—DEFINITIONS |
| 202 | APPENDIX B—FORMS |
| 203 | B.1 TECHNICAL GUIDELINES B.1.1 QUALITY CONTROL MANUAL GUIDELINE |
| 213 | B.2 APPROVAL LISTING FORMS B.2.1 APPROVAL REQUIREMENTS CHECK SHEET |
| 214 | B.2.2 SPECIAL INSPECTION AND TESTING AGENCY APPROVAL LISTING FORM |
| 215 | B.2.3 FABRICATION/MANUFACTURER APPROVAL LISTING FORM |
| 216 | B.3 INSPECTION RECORDS—REPORT REQUIREMENTS |
| 217 | B.3.1 DAILY REPORT FORM |
| 219 | B.3.2 WEEKLY REPORT FORM |
| 221 | B.3.3 DISCREPANCY NOTICE FORM |
| 222 | B.3.4 FINAL REPORT FORM |
| 223 | B.4 INSPECTION AGREEMENT FORMS B.4.1 SPECIAL INSPECTION AGREEMENT |
| 228 | B.4.2 ADDENDUM TO THE SPECIAL INSPECTION AGREEMENT |
| 230 | B.4.3 STATEMENT OF SPECIAL INSPECTIONS SCHEDULE |
| 233 | B.4.4 SPECIAL INSPECTION RECORD |
| 234 | B.5 AUDITS B.5.1 TECHNICAL GUIDELINES FOR SPECIAL INSPECTION/TESTING AGENCY PROJECT AUDITS |
| 243 | B.5.2 FIELD OPERATIONS AUDIT |
| 245 | B.5.3 FIELD TESTING AUDIT |
| 247 | B.6 STRUCTURAL OBSERVER B.6.1 STRUCTURAL OBSERVER DISCREPANCY NOTICE |
| 248 | B.7 PRECONSTRUCTION MEETINGS B.7.1 PRECONSTRUCTION MEETING FORM—SAMPLES |
| 252 | B.8 CONTRACTOR STATEMENT OF RESPONSIBILITY B.8.1 CONTRACTOR STATEMENT OF RESPONSIBILITY |
| 253 | B.9 APPROVED FABRICATORS B.9.1 FABRICATOR CERTIFICATE OF COMPLIANCE FORM—SAMPLE |
| 254 | APPENDIX C—INSPECTOR CERTIFICATION MODEL PROGRAM FOR SPECIAL INSPECTION |
| 255 | AREAS OF CERTIFICATION |
| 256 | RECOMMEND SPECIAL INSPECTOR QUALIFICATIONS CODE KNOWLEDGE AND PLAN-READING COMPETENCY STANDARDS |
| 257 | TABLE C.1: SPECIAL INSPECTOR CERTIFICATION EXAMS |
| 258 | FIGURE C.1: ICC SPECIAL INSPECTOR CERTIFICATE EXPERIENCE STANDARDS |
| 259 | TABLE C.2: MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS |
| 261 | PERFORMANCE STANDARDS PERFORMANCE STANDARDS: JOB TASK LISTS FOR SPECIAL INSPECTORS |
| 262 | SPECIAL INSPECTORS— GENERAL DUTIES STEEL: STRUCTURAL, COLD-FORMED AND REINFORCING |
| 263 | FIGURE C.2: BOLTED STEEL MEMBERS |
| 264 | FIGURE C.3: WELDING OF STRUCTURAL STEEL MEMBERS |
| 265 | FIGURE C.4: COLD-FORMED STEEL DECKING |
| 266 | FIGURE C.5: WELDED REINFORCEMENT |
| 267 | CONCRETE: REINFORCED AND PRESTRESSED |
| 268 | FIGURE C.6: REINFORCEMENT CAGES |
| 269 | FIGURE C.7: CONCRETE PLACEMENT |
| 270 | FIGURE C.8: PRESTRESSED TENDONS IN CONCRETE SLAB STRUCTURAL MASONRY |
| 271 | FIGURE C.9: CONCRETE MASONRY BLOCK STORAGE FIGURE C.10: EQUIPMENT FOR PROPER PLACEMENT AND CLEAN MATERIALS |
| 272 | FIGURE C.11: PREFABRICATED BEAM AND REINFORCEMENT SPRAY-APPLIED, MASTIC AND INTUMESCENT FIREPROOFING |
| 273 | FIGURE C.12: SPRAY-APPLIED FIREPROOFING SOILS FIGURE C.13: EARTHWORKS EXCAVATION |
| 274 | DEEP FOUNDATIONS FIGURE C.14: CAST-IN-PLACE PILES |
| 275 | FIGURE C.15: DRIVEN PILES |
| 276 | FIGURE C.16: HELICAL PILES BECOMING A SPECIAL INSPECTOR—PATHS TO CERTIFICATION REINFORCED CONCRETE ICC CERTIFICATION |
| 277 | OTHER CERTIFICATIONS |
| 278 | FIGURE C.17: FIRESTOP |
| 280 | APPENDIX D—MANUFACTURER CERTIFICATION AND EVALUATION REPORTS CODE PROVISIONS |
| 281 | ACCEPTANCE CRITERIA |
| 282 | FIGURE D.1: EXAMPLE ACCEPTANCE CRITERIA |
| 283 | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA |
| 284 | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA EVALUATION SERVICE REPORTS |
| 286 | FIGURE D.2: EVALUATION REPORT |
| 287 | FIGURE D.2 cont.: EVALUATION REPORT |
| 288 | FIGURE D.2 cont.: EVALUATION REPORT |
| 289 | FIGURE D.2 cont.: EVALUATION REPORT FIGURE D.3: ICC-ES LOGO |
| 290 | FIGURE D.4: ICC-ES LOGO FOR LISTED PMG PRODUCTS |
| 292 | APPENDIX E—THIRD-PARTY AGENCIES |
| 293 | ENTITIES WHICH ACCREDIT THIRD-PARTY AGENCIES |
| 294 | ACCREDITATION CRITERIA |
| 295 | TESTING LABORATORIES SPECIAL INSPECTION AGENCIES |
| 296 | FABRICATOR INSPECTION AGENCIES |
| 297 | INSPECTION AGENCIES (THIRD PARTY) |
| 299 | FIGURE E.1: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 300 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 301 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 302 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 303 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 304 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 305 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 306 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 307 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 308 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 309 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 310 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 311 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 312 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 313 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 314 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 315 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 316 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 317 | FIGURE E.1 cont.: AC 291—ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES |
| 318 | APPENDIX F—2018 IBC SPECIAL INSPECTION PROVISIONS |
| 322 | INDEX |
| 324 | INTERNATIONAL ACCREDITATION SERVICE (IAS) |
| 325 | ICC premiumACCESS |
| 326 | ICC ASSESSMENT CENTER |
| 327 | HELPFUL RESOURCES FOR YOUR IBC® |
