{"id":208506,"date":"2024-10-19T13:26:37","date_gmt":"2024-10-19T13:26:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-specialinspectionmanual-1stptg-2018-pdf\/"},"modified":"2024-10-25T06:09:20","modified_gmt":"2024-10-25T06:09:20","slug":"icc-specialinspectionmanual-1stptg-2018-pdf","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-specialinspectionmanual-1stptg-2018-pdf\/","title":{"rendered":"ICC SpecialInspectionManual 1stptg 2018.pdf"},"content":{"rendered":"
2020 City of Los Angeles amendment pages for integration with the 2019 California Building Code<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | SPECIAL INSPECTION MANUAL 2018 EDITION <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | SPECIAL INSPECTION MANUAL 2018 EDITION TITLE PAGE <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | FOREWARD <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | ACKNOWLEDGEMENTS ABOUT THE AUTHOR ABOUT THE INTERNATIONAL CODE COUNCIL <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 1\u2014SPECIAL INSPECTION INTRODUCTION <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | HISTORY <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | SPECIAL INSPECTION <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | KEY ASPECTS OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | THE MAJOR PLAYERS OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | SPECIAL INSPECTOR ORGANIZATION OF THE SPECIAL INSPECTION MANUAL CHAPTERS <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | APPENDICES <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | CHAPTER 2\u2014SPECIAL INSPECTOR’S DUTIES <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | WHO BECOMES A SPECIAL INSPECTOR? <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | CERTIFICATION APPROVAL DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | PRIOR TO THE JOB SITE <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | FIGURE 2.1: CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | AT THE JOB SITE FIGURE 2.2: PREPARATION OF CONCRETE CYLINDERS <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | AT THE END OF THE PROJECT <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | WORKING WITH THE BUILDING DEPARTMENT <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | WHO HIRES THE SPECIAL INSPECTOR? INSPECTION OF FABRICATORS <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | CHAPTER 3\u2014OTHER STAKEHOLDERS’ DUTIES DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | DUTIES AND RESPONSIBILITIES OF THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | FIGURE 3.1: CONTRACTOR STATEMENT OF RESPONSIBIITY FORM <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | DUTIES AND RESPONSIBILITIES OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | PRECONSTRUCTION MEETING <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | CHAPTER 4\u2014JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION WHY IS JURISDICTIONAL INSPECTION INSUFFICIENT IN SOME CASES? <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | COMPLEX, UNCOMMON OR UNIQUE CONSTRUCTION JURISDICTIONAL INSPECTIONS <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | COMPARISON OF TIMING OF JURISDICTIONAL AND SPECIAL INSPECTIONS <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | FIGURE 4.1: URBAN CONSTRUCTION FIGURE 4.2: REINFORCED FOOTING <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | TABLE 4.1A: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INPECTIONS\u2014FOUNDATION <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | TABLE 4.1B: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS\u2014FOUNDATION <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | FIGURE 4.3: CONCRETE SLAB AND UNDER-FLOOR INSPECTION TABLE 4.1C: COMPARISON OF JURISDICTIONAL INSPECTIONS AND SPECIAL INSPECTIONS\u2014FOUNDATION <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | FIGURE 4.4: FRAMED WALLS AND ROOF TRUSSES <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | TABLE 4.2A: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION\u2014FRAME INSPECTIONS\u2014STEEL AND CONCRETE <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | TABLE 4.2B: COMPARISON OF JURISDICTIONAL INSPECTION VS. SPECIAL INSPECTION\u2014FRAME INSPECTIONS\u2014MASONRY AND WOOD <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | FIGURE 4.5: FIRE- AND SMOKE-RESISTANT PENETRATIONS <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | TABLE 4.3: COMPARISON OF JURISDICITIONAL INSPECTION VS. SPECIAL INSPECTION\u2014FIRE RESISTANCE <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | INSPECTIONS IN THE INTERNATIONAL RESIDENTIAL CODE FIGURE 4.6: RESIDENTIAL CONSTRUCTION TABLE 4.4: RESIDENTIAL INSPECTION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | MATERIALS REQUIRING SPECIAL INSPECTION STEEL CONSTRUCTION (SECTION 1705.2) <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | FIGURE 4.11: CONCRETE CONSTRUCTION FIGURE 4.12: CONCRETE CYLINDERS FOR STRENGTH TEST SPECIMENS <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | MASONRY CONSTRUCTION (SECTION 1705.4) FIGURE 4.13: TMS 402\/602 FIGURE 4.14: MASONRY CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | WOOD CONSTRUCTION (SECTION 1705.5) FIGURE 4.15: WOOD CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | FIGURE 4.16: SIP ASSEMBLY FIGURE 4.17: WOOD CONSTRUCTION TESTING OF HIGH-LOAD DIAPHRAGM <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | FIGURE 4.18: WOOD CONSTRUCTION\u2014LONG TRUSS SPANS SOILS (SECTION 1705.6) FIGURE 4.19: SOILS-EXCAVATION <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 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\u2014ROOF CONNECTIONS <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | SEISMIC RESISTANCE (SECTION 1705.12) <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | FIGURE 4.22: STORAGE RACKS FIGURE 4.23: EMERGENCY ELECTRICAL SYSTEM <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | FIGURE 4.27: FIRE-RESISTANT JOINT FIGURE 4.28: FIRESTOP <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | SMOKE CONTROL TESTING (SECTION 1705.18) FIGURE 4.29: SMOKE CONTROL TEST <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | CHAPTER 5\u2014STRUCTURAL SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION\u2014STRUCTURAL MATERIALS (SECTION 1705) PERIODIC AND CONTINUOUS SPECIAL INSPECTION <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | STEEL CONSTRUCTION (SECTION 1705.2, AISC, SJI and AWS STANDARDS) <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | FIGURE 5.1: AISC 360 AND AISC 341 FIGURE 5.2: AWS D1.1 <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | TABLE 5.1: PROVISIONS FOR STEEL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | TABLE 5.2: MODIFIED FROM AISC 360 TABLE N5.1-1: INSPECTION TASKS PRIOR TO WELDING <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | TABLE 5.3: MODIFIED FROM AISC 360 TABLE N5.4-2: INSPECTION TASKS DURING WELDING <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | TABLE 5.4: MODIFIED FROM AISC 360 TABLE N5.4-3: INSPECTION TASKS AFTER WELDING <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | TABLE 5.5: TYPES OF NONDESTRUCTIVE TESTING <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | FIGURE 5.3: WELDED STRUCTURAL STEEL FIGURE 5.4: SPECIFICATION FOR STRUCTURAL JOISTS USING HIGH STRENGTH BOLTS <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | TABLE 5.6: MODIFIED FROM AISC 360 TABLES N5.6-1, N5.6-3: INSPECTION TASKS FOR BOLTING <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | FIGURE 5.5: BOLTED STEEL CONNECTIONS <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | TABLE 5.7: MODIFIED FROM AISC 341 TABLE J6.1: VISUAL INSPECTION TASKS PRIOR TO WELDING <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | TABLE 5.8: MODIFIED FROM AISC 341 TABLE J6.2: VISUAL INSPECTION TASKS DURING WELDING <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | TABLE 5.9: MODIFIED FROM AISC 341 TABLE J6.3: VISUAL INSPECTION TASKS AFTER WELDING <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | TABLE 5.10: ADDITIONAL TESTING WHEN WELDING SEISMIC FORCE-RESISTING SYSTEMS (SFRS) <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | TABLE 5.13: MODIFIED FROM AISC 341 TABLES J9.1, J9.2 AND J9.3, SPECIAL INSPECTION TASKS FOR COMPOSITE STRUCTURES <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | FIGURE 5.6: (A) ADEQUATE BOLTING (B) INADEQUATE BEARING (C) BOLTING REPAIR <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | TABLE 5.15: MODIFIED FROM SDI QA\/QC TABLES 1.3, 1.4 AND 1.5 <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | TABLE 5.16: MODIFIED FROM SDI QA\/QC TABLES 1.6, 1.7 AND 1.8 FIGURE 5.7: COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | FIGURE 5.8: ACI 318 FIGURE 5.9: CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | TABLE 5.18: MODIFIED IBC TABLE 1705.3, REQUIRED SPECIAL INSPECTION AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | FIGURE 5.10: CONCRETE CONSTRUCTION\u2014LAYOUT OF REBAR AND PRESTRESSING TENDONS (PERIODIC INSPECTION) FIGURE 5.11: CONCRETE CONSTRUCTION\u2014CONCRETE PLACEMENT (CONTINUOUS INSPECTION) <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | FIGURE 5.12: CONCRETE CONSTRUCTION\u2014TILT UP WALLS FIGURE 5.13: CONCRETE SPECIAL INSPECTION\u2014SLUMP TEST (CONTINUOUS INSPECTION) <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | FIGURE 5.14: CONCRETE CONSTRUCTION\u2014WELDED REBAR MASONRY CONSTRUCTION (SECTION 1705.4 and TMS 602) FIGURE 5.15: TMS 402\/602-16 <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | TABLE 5.19 MODIFIED TMS 602 TABLES 3 AND 4, LEVEL 2 QUALITY ASSURANCE\u2014continued <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | FIGURE 5.16: MASONRY CONSTRUCTION WOOD CONSTRUCTION (SECTION 1705.5 and IBC CHAPTER 23) <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | FIGURE 5.17: WOOD CONSTRUCTION\u2014HIGH-LOAD DIAPHRAGM <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | FIGURE 5.18: LONG SPAN WOOD TRUSSES FIGURE 5.19: STRUCTURAL INSULATED PANELS (SIP) <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | SOILS (SECTION 1705.6 and IBC CHAPTER 18) TABLE 5.20: MODIFIED IBC TABLE 1705.6\u2014REQUIRED VERIFICATION AND INSPECTION OF SOILS FIGURE 5.20: SOILS\u2014EXCAVATION <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | DEEP FOUNDATION CONSTRUCTION (SECTIONS 1705.7, 1705.8, 1705.9 and IBC CHAPTER 18) FIGURE 5.21: HELICAL PILE LOAD TEST <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | TABLE 5.21: SUMMARY OF DEEP FOUNDATION PROVISIONS FIGURE 5.22: DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.23: FOUNDATION BRACING <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | TABLE 5.22: MODIFIED IBC TABLE 1705.7, REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS FIGURE 5.24: CAST-IN-PLACE PIERS <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | TABLE 5.25: SUMMARY OF SPECIAL INSPECTION REQUIREMENTS FOR WIND RESISTANCE <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | FIGURE 5.25: COLD-FORMED STEEL ANCHORAGE SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1705.12) <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | TABLE 5.26: SUMMARY OF STRUCTURAL SPECIAL INSPECTIONS OF SEISMIC RESISTANCE <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | TABLE 5.27: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | TABLE 5.27: SUMMARY OF NONSTRUCTURAL SYSTEMS SPECIAL INSPECTION FOR SEISMIC RESISTANCE\u2014CONTINUED <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | FIGURE 5.26: ARCHITECTURAL ELEMENT FIGURE 5.27: STORAGE RACKS <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | FIGURE 5.28: ELECTRICAL SYSTEMS FIGURE 5.29: SEISMIC DAMPER TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE (SECTION 1705.13) <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | TABLE 5.28: SUMMARY OF TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | SPECIAL CASES (SECTION 1705.1.1) <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | CHAPTER 6\u2014NONSTRUCTURAL SPECIAL INSPECTIONS PERIODIC AND CONTINUOUS SPECIAL INSPECTION <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | REQUIRED VERIFICATION AND INSPECTION\u2014LIFE SAFETY AND NONSTRUCTURAL MATERIALS (SECTION 1705) SPRAYED FIRE-RESISTANT MATERIALS (SECTION 1705.14) FIGURE 6.1: SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | TABLE 6.1: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | TABLE 6.2: SUMMARY OF SPECIAL INSPECTIONS FOR SPRAYED FIER-RESISTANT MATERIAL THICKNESS <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 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) <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | FIGURE 6.3: EIFS <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | TABLE 6.5: SUMMARY OF SPECIAL INSPECTIONS FOR CLASSIC EIFS (FROM AC 219) <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | TABLE 6.6: SUMMARY OF SPECIAL INSPECTIONS FOR EIFS WATER-RESISTIVE BARRIER COATING (FROM AC 212) FIRE-RESISTANT PENETRATIONS AND JOINTS (SECTION 1705.17) <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | FIGURE 6.4: FIRESTOP TABLE 6.7: SUMMARY OF SPECIAL INSPECTION OF FIRESTOPS (FROM ASTM E2174) <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | FIGURE 6.5: FIRE-RESISTANT JOINTS <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | TABLE 6.8: SUMMARY OF SPECIAL INSPECTION OF FIRE-RESISTANT JOINT SYSTEMS (FROM ASTM E2393) SMOKE CONTROL SYSTEMS (SECTION 1705.18) <\/td>\n<\/tr>\n | ||||||
142<\/td>\n | FIGURE 6.6: SMOKE CONTROL TESTING <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | CHAPTER 7\u2014STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | FIGURE 7.1: STRUCTURAL OBSERVATION OF CONCRETE SAMPLING PROCESS OF STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | WHEN STRUCTURAL OBSERVATIONS ARE REQUIRED <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | FIGURE 7.2: LATERAL FORCE-RESISTING ELEMENTS (SEISMIC) FIGURE 7.3: LATERAL FORCE-RESISTING ELEMENTS (WIND) <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | DETERMINING COMPONENTS REQUIRING STRUCTURAL OBSERVATION FIGURE 7.4: STEEL MOMENT FRAME FIGURE 7.5: CONCRETE BEAM-COLUMN CONNECTIONS <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | FIGURE 7.6: LIGHT-FRAME DRAG STRUT FIGURE 7.7: ROOF TRUSS CONNECTION IN MASONRY WALLS <\/td>\n<\/tr>\n | ||||||
150<\/td>\n | FIGURE 7.8: NOTIFICATION OF DEFICIENCY REPORT <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | CHAPTER 8\u2014ALTERNATIVE PRODUCTS AND METHODS OF CONSTRUCTION ALTERNATIVE MATERIALS AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | FIGURE 8.1: ALTERNATE MATERIAL\u2014 SUPER ADOBE <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | APPROVALS FIGURE 8.2: TESTING OF MASONRY PRISM <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | LABELING <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | FIGURE 8.3: ENGINEERED LUMBER IDENTIFICATION <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | PREFABRICATED ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | FABRICATORS <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | FIGURE 8.4: FABRICATOR’S CERTIFICATE <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | FIGURE 8.5: REINFORCING STEEL FABRICATOR DESIGN STRENGTH OF MATERIALS <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | IN-SITU LOAD TESTS <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | FIGURE 8.6: PRECONSTRUCTION LOAD TEST ON A DOOR HINGE <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | FIGURE 8.7: TEST SPECIMEN EVALUATION REPORTS <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | NEW PRODUCTS <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | CHAPTER 9\u2014APPROVED AGENCIES TERMINOLOGY <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | APPROVED AGENCY CHARACTERISTICS <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | CHAPTER 10\u2014BUILDING DEPARTMENTS DUTIES OF THE BUILDING DEPARTMENT <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | RESPONSIBILITIES OF THE BUILDING DEPARTMENT SPECIAL INSPECTION PROGRAM STAFFING <\/td>\n<\/tr>\n | ||||||
176<\/td>\n | QUALIFICATIONS RESPONSIBILITIES OUTSIDE THE BUILDING DEPARTMENT <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | ENSURING COMPETENCE APPROVAL CRITERIA <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | EXISTING SPECIAL INSPECTION PROGRAMS ESTABLISHING A SPECIAL INSPECTION PROGRAM <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | STEP 1: ESTABLISH QUALIFICATIONS AND QUALITY ASSURANCE REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
181<\/td>\n | FIGURE 10.1: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT\u2014SPECIAL INSPECTOR FIGURE 10.2: SAMPLE RESPONSIBILITIES AND CONSEQUENCES STATEMENT\u2014SPECIAL INSPECTION AGENCY <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | STEP 2: SPECIAL INSPECTION AGENCY APPLICATION AND EVALUATION <\/td>\n<\/tr>\n | ||||||
184<\/td>\n | STEP 3: SPECIAL INPSECTOR APPLICATION AND EVALUATION FIGURE 10.3: SAMPLE TEXT FROM SPECIAL INSPECTION WORK VERIFICATION CRITERIA FOR MASONRY <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | STEP 4: PRESCRIBE ON-SITE AND FINAL REPORT REQUIREMENTS FIGURE 10.4: SAMPLE TEXT OF RESPONSIBILITY STATEMENT <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | FIGURE 10.5: SAMPLE TEXT FROM A FINAL SPECIAL INSPECTION REPORT <\/td>\n<\/tr>\n | ||||||
188<\/td>\n | FIGURE 10.6: SAMPLE TEXT OF SPECIAL INSPECTOR STATEMENT STEP 5: ISSUING SPECIAL INSPECTION AGENCY AGREEMENTS <\/td>\n<\/tr>\n | ||||||
189<\/td>\n | FIGURE 10.7: SAMPLE TEXT FROM SPECIAL INSPECTION AGREEMENT FIGURE 10.8: SAMPLE TEXT FROM THE STATEMENT OF SPECIAL INSPECTION AGREEMENT <\/td>\n<\/tr>\n | ||||||
190<\/td>\n | STEP 6: DEVELOPING A REPORT REVIEW PROCEDURE FIGURE 10.9: SAMPLE TEXT FOR STATEMENT OF AUDIT <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | FIGURE 10.10: SAMPLE TEXT FROM INSPECTION\/TESTING AGENCY PROJECT AUDIT <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
193<\/td>\n | STEP 8: REVALUATE THE PROGRAM PERIODICALLY <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | APPENDIX A\u2014DEFINITIONS <\/td>\n<\/tr>\n | ||||||
202<\/td>\n | APPENDIX B\u2014FORMS <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | B.1 TECHNICAL GUIDELINES B.1.1 QUALITY CONTROL MANUAL GUIDELINE <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | B.2 APPROVAL LISTING FORMS B.2.1 APPROVAL REQUIREMENTS CHECK SHEET <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | B.2.2 SPECIAL INSPECTION AND TESTING AGENCY APPROVAL LISTING FORM <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | B.2.3 FABRICATION\/MANUFACTURER APPROVAL LISTING FORM <\/td>\n<\/tr>\n | ||||||
216<\/td>\n | B.3 INSPECTION RECORDS\u2014REPORT REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
217<\/td>\n | B.3.1 DAILY REPORT FORM <\/td>\n<\/tr>\n | ||||||
219<\/td>\n | B.3.2 WEEKLY REPORT FORM <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | B.3.3 DISCREPANCY NOTICE FORM <\/td>\n<\/tr>\n | ||||||
222<\/td>\n | B.3.4 FINAL REPORT FORM <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | B.4 INSPECTION AGREEMENT FORMS B.4.1 SPECIAL INSPECTION AGREEMENT <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | B.4.2 ADDENDUM TO THE SPECIAL INSPECTION AGREEMENT <\/td>\n<\/tr>\n | ||||||
230<\/td>\n | B.4.3 STATEMENT OF SPECIAL INSPECTIONS SCHEDULE <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | B.4.4 SPECIAL INSPECTION RECORD <\/td>\n<\/tr>\n | ||||||
234<\/td>\n | B.5 AUDITS B.5.1 TECHNICAL GUIDELINES FOR SPECIAL INSPECTION\/TESTING AGENCY PROJECT AUDITS <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | B.5.2 FIELD OPERATIONS AUDIT <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | B.5.3 FIELD TESTING AUDIT <\/td>\n<\/tr>\n | ||||||
247<\/td>\n | B.6 STRUCTURAL OBSERVER B.6.1 STRUCTURAL OBSERVER DISCREPANCY NOTICE <\/td>\n<\/tr>\n | ||||||
248<\/td>\n | B.7 PRECONSTRUCTION MEETINGS B.7.1 PRECONSTRUCTION MEETING FORM\u2014SAMPLES <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | B.8 CONTRACTOR STATEMENT OF RESPONSIBILITY B.8.1 CONTRACTOR STATEMENT OF RESPONSIBILITY <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | B.9 APPROVED FABRICATORS B.9.1 FABRICATOR CERTIFICATE OF COMPLIANCE FORM\u2014SAMPLE <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | APPENDIX C\u2014INSPECTOR CERTIFICATION MODEL PROGRAM FOR SPECIAL INSPECTION <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | AREAS OF CERTIFICATION <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | RECOMMEND SPECIAL INSPECTOR QUALIFICATIONS CODE KNOWLEDGE AND PLAN-READING COMPETENCY STANDARDS <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | TABLE C.1: SPECIAL INSPECTOR CERTIFICATION EXAMS <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | FIGURE C.1: ICC SPECIAL INSPECTOR CERTIFICATE EXPERIENCE STANDARDS <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | TABLE C.2: MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS <\/td>\n<\/tr>\n | ||||||
261<\/td>\n | PERFORMANCE STANDARDS PERFORMANCE STANDARDS: JOB TASK LISTS FOR SPECIAL INSPECTORS <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | SPECIAL INSPECTORS\u2014 GENERAL DUTIES STEEL: STRUCTURAL, COLD-FORMED AND REINFORCING <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | FIGURE C.2: BOLTED STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | FIGURE C.3: WELDING OF STRUCTURAL STEEL MEMBERS <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | FIGURE C.4: COLD-FORMED STEEL DECKING <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | FIGURE C.5: WELDED REINFORCEMENT <\/td>\n<\/tr>\n | ||||||
267<\/td>\n | CONCRETE: REINFORCED AND PRESTRESSED <\/td>\n<\/tr>\n | ||||||
268<\/td>\n | FIGURE C.6: REINFORCEMENT CAGES <\/td>\n<\/tr>\n | ||||||
269<\/td>\n | FIGURE C.7: CONCRETE PLACEMENT <\/td>\n<\/tr>\n | ||||||
270<\/td>\n | FIGURE C.8: PRESTRESSED TENDONS IN CONCRETE SLAB STRUCTURAL MASONRY <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | FIGURE C.9: CONCRETE MASONRY BLOCK STORAGE FIGURE C.10: EQUIPMENT FOR PROPER PLACEMENT AND CLEAN MATERIALS <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | FIGURE C.11: PREFABRICATED BEAM AND REINFORCEMENT SPRAY-APPLIED, MASTIC AND INTUMESCENT FIREPROOFING <\/td>\n<\/tr>\n | ||||||
273<\/td>\n | FIGURE C.12: SPRAY-APPLIED FIREPROOFING SOILS FIGURE C.13: EARTHWORKS EXCAVATION <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | DEEP FOUNDATIONS FIGURE C.14: CAST-IN-PLACE PILES <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | FIGURE C.15: DRIVEN PILES <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | FIGURE C.16: HELICAL PILES BECOMING A SPECIAL INSPECTOR\u2014PATHS TO CERTIFICATION REINFORCED CONCRETE ICC CERTIFICATION <\/td>\n<\/tr>\n | ||||||
277<\/td>\n | OTHER CERTIFICATIONS <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | FIGURE C.17: FIRESTOP <\/td>\n<\/tr>\n | ||||||
280<\/td>\n | APPENDIX D\u2014MANUFACTURER CERTIFICATION AND EVALUATION REPORTS CODE PROVISIONS <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | FIGURE D.1: EXAMPLE ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | FIGURE D.1 cont.: EXAMPLE ACCEPTANCE CRITERIA EVALUATION SERVICE REPORTS <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | FIGURE D.2: EVALUATION REPORT <\/td>\n<\/tr>\n | ||||||
287<\/td>\n | FIGURE D.2 cont.: EVALUATION REPORT <\/td>\n<\/tr>\n | ||||||
288<\/td>\n | FIGURE D.2 cont.: EVALUATION REPORT <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | FIGURE D.2 cont.: EVALUATION REPORT FIGURE D.3: ICC-ES LOGO <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | FIGURE D.4: ICC-ES LOGO FOR LISTED PMG PRODUCTS <\/td>\n<\/tr>\n | ||||||
292<\/td>\n | APPENDIX E\u2014THIRD-PARTY AGENCIES <\/td>\n<\/tr>\n | ||||||
293<\/td>\n | ENTITIES WHICH ACCREDIT THIRD-PARTY AGENCIES <\/td>\n<\/tr>\n | ||||||
294<\/td>\n | ACCREDITATION CRITERIA <\/td>\n<\/tr>\n | ||||||
295<\/td>\n | TESTING LABORATORIES SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | FABRICATOR INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | INSPECTION AGENCIES (THIRD PARTY) <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | FIGURE E.1: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
300<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
301<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
302<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
304<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
305<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
306<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
308<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
310<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
311<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
312<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
313<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
314<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
315<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
317<\/td>\n | FIGURE E.1 cont.: AC 291\u2014ACCREDITATION CRITERIA FOR SPECIAL INSPECTION AGENCIES <\/td>\n<\/tr>\n | ||||||
318<\/td>\n | APPENDIX F\u20142018 IBC SPECIAL INSPECTION PROVISIONS <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
324<\/td>\n | INTERNATIONAL ACCREDITATION SERVICE (IAS) <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | ICC premiumACCESS <\/td>\n<\/tr>\n | ||||||
326<\/td>\n | ICC ASSESSMENT CENTER <\/td>\n<\/tr>\n | ||||||
327<\/td>\n | HELPFUL RESOURCES FOR YOUR IBC\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Special Inspection Manual: 2018 Edition<\/b><\/p>\n |