ICC IEBC Essentials 2021 1stptg
$24.10
Existing Building Code Essentials, 2021 Edition
| Published By | Publication Date | Number of Pages |
| ICC | 2021 | 202 |
This publication explains those code provisions essential to understanding the application of the 2021 International Existing Building Code® (IEBC®) to the most commonly en¬countered building practices. The information is presented in a user-friendly manner with an emphasis on technical accuracy and clear, easy-to-apply language. Full-color illustrations and examples assist the reader in visualizing the code requirements. The straightforward, easy-to-read approach makes this an invaluable companion guide to the IEBC for both new and veteran code users and other professionals such as contractors, builders and designers. Look inside for these outstanding features: Topic organization follows the IEBC options of compliance Detailed full-color illustrations enhance comprehension of code provisions for work in existing buildings A focused, concise approach on alteration levels in the Work Area compliance option References to corresponding code sections provide added value as a companion guide to the IEBC Glossary of code and construction terms clarifies their meaning in the context of the code
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 EXISTING BUILDING CODE ESSENTIALS BASED ON THE 2021 INTERNATIONAL EXISTING BUILIDNG CODE® |
| 2 | COPYRIGHT |
| 3 | TABLE OF CONTENTS |
| 11 | PREFACE |
| 13 | ABOUT THE INTERNATIONAL EXISTING BUILDING CODE |
| 14 | ACKNOWLEDGMENTS ABOUT THE AUTHORS |
| 16 | ABOUT THE INTERNATIONAL CODE COUNCIL |
| 17 | PART I: CODE ADMINISTRATION AND ENFORCEMENT |
| 18 | CHAPTER 1: INTRODUCTION TO BUILDING CODES |
| 19 | HISTORY OF CODES FIGURE 1-2 1905 BUILDING CODE FIGURE 1-2 1095 BUILDING CODE RECOMMENDED BY THE NATIONAL BOARD OF FIRE UNDERWRITERS |
| 20 | CODE DEVELOPMENT |
| 22 | FIGURE 1-3 2021 INTERNATIONAL CODES CONSTRUCTION CODES: SCOPE AND LIMITATIONS INTERNATIONAL EXISTING BUILDING CODE® |
| 23 | INTERNATIONAL BUILDING CODE® |
| 24 | INTERNATIONAL MECHANICAL CODE® FIGURE 1-4 KITCHEN EXHAUST HOODS ARE REGULATED BY THE IMC INTERNATIONAL FUEL GAS CODE® INTERNATIONAL PLUMBING CODE® |
| 25 | FIGURE 1-5 AIR TEST ON NONPLASTIC WATER PIPING SYSTEM REGULATED BY THE IPC INTERNATIONAL ENERGY CONSERVATION CODE® INTERNATIONAL FIRE CODE® INTERNATIONAL PROPERTY MAINTENANCE CODE® |
| 26 | FIGURE 1-6 ABANDONED HOME IN DISREPAIR INTERNATIONAL RESIDENTIAL CODE® FIGURE 1-7 SINGLE-FAMILY DWELLINGS MUST COMPLY WITH THE REQUIREMENTS OF THE IRC INTERNATIONAL SWIMMING POOL AND SPA CODE® |
| 27 | INTERNATIONAL GREEN CONSTRUCTION CODE® EXISTING BUILDINGS USING THE IEBC |
| 29 | ARRANGEMENT AND FORMAT OF THE 2021 IEBC TABLE 1-1 IEBC ORGANIZATION REVISIONS |
| 30 | CHAPTER 2: LEGAL ASPECTS, PERMITS AND INSPECTIONS |
| 31 | CODE ADOPTION CODES VERSUS STANDARDS |
| 32 | STANDARDS USED IN THE IEBC FIGURE 2-1 REFERENCED STANDARD EXAMPLE AUTHORITY |
| 33 | FIGURE 2-2 CERTIFICATE OF OCCUPANCY |
| 34 | ALTERNATE MATERIALS AND METHODS OF CONSTRUCTION FIGURE 2-3 USING THE 2021 EDITION OF THE I-CODES,A BUILDING BUILT USING SHIPPING CONTAINERS IS CONSIDERED AN ALTERNATE DESIGN |
| 35 | FIGURE 2-4 ICC EVALUATION REPORT |
| 36 | PERMITS |
| 37 | FIGURE 2-5 PLAYGROUND EQUIPMENT ACCESSORY TO A SINGLE-FAMILY DWELLING DOES NOT REQUIRE A PERMIT SUBMITTAL REQUIREMENTS |
| 38 | FIGURE 2-6 SITE PLAN EXAMPLE FIGURE 2-7 BUILDING CODE DATA SAMPLE |
| 39 | PLAN REVIEW PROCESS INSPECTIONS |
| 40 | PRELIMINARY INSPECTION FOOTING AND FOUNDATION INSPECTION CONCRETE SLAB AND UNDER-FLOOR INSPECTION FIGURE 2-8 CONCRETE SLAB AND UNDER-FLOOR PLUMBING LOWEST FLOOR ELEVATION FRAME INSPECTION |
| 41 | FIGURE 2-9 COLD-FORMED STEEL FRAMING LATH AND GYPSUM BOARD INSPECTION WEATHER-EXPOSED BALCONY AND WALKING SURFACE WATERPROOFING FIRE AND SMOKE RESISTANT PENETRATIONS FIGURE 2-10 THROUGH-PENETRATION FIRESTOP SYSTEM |
| 42 | OTHER INSPECTIONS FIGURE 2-11 ROOF INSULATION FLOOD HAZARD DOCUMENTATION FINAL INSPECTION THIRD-PARTY INSPECTIONS |
| 43 | CERTIFICATES OF OCCUPANCY BOARD OF APPEALS |
| 44 | DEFINITIONS |
| 45 | CHAPTER 3: HISTORY OF REHABILITATION CODES |
| 46 | INTRODUCTION |
| 48 | FIGURE 3-1 EARLY EXISTING BUILDING CODE ORGANIZATION |
| 49 | PART II: GENERAL |
| 50 | CHAPTER 4: COMPLIANCE ALTERNATIVES |
| 51 | INTRODUCTION |
| 53 | FIGURE 4-1 COLONIAL WILLIAMSBURG COURTHOUSE PROVISIONS FOR ALL COMPLIANCEMETHODS |
| 55 | FIGURE 4-2 STORM SHELTER TABLE 4-1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES |
| 56 | TABLE 4-2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES |
| 57 | TABLE 4-3 RAMPS |
| 58 | FIGURE 4-3 COMBINED SMOKE AND CO DETECTOR IN ROOM FIGURE 4-4 GRENFELL TOWER FIRE, NORTH KENSINGTON, WEST LONDON COMPLIANCE ALTERNATIVES |
| 60 | PRESCRIPTIVE COMPLIANCE METHOD |
| 62 | CHAPTER 5: CLASSIFICATION OF WORK ESSENTIALS |
| 63 | FIGURE 5-1 WIRES RUN IN ELECTRICAL CONDUIT CHANGES OF OCCUPANCY CLASSIFICATION |
| 64 | CONSTRUCTION SAFEGUARDS |
| 65 | PART III: CATEGORIES OF REHABILITATION |
| 66 | CHAPTER 6: WORK AREA COMPLIANCE METHOD |
| 67 | INTRODUCTION |
| 69 | CHAPTER 7: REPAIRS |
| 70 | GENERAL BUILDING ELEMENTS AND MATERIALS GLAZING FIGURE 7-1 GLASS BLOCK IN WALLS CAN BE REPAIRED WITH LIKE MATERIALS FIRE PROTECTION |
| 71 | MEANS OF EGRESS STRUCTURAL VERTICAL ELEMENTS OF LATERAL FORCE-RESISTING SYSTEM FIGURE 7-2 FAILURE OF VERTICAL STRUCTURAL ELEMENTS IN THE WALLS CONTRIBUTED TO COLLAPSE OF THE BUILDING |
| 72 | GRAVITY LOAD-CARRYING COMPONENTS |
| 73 | FLOOD HAZARD AREAS FIGURE 7-3 REHABILITATION OF FIRST FLOOR AFTER FLOODING ELECTRICAL |
| 74 | FIGURE 7-4 EDISON-TYPE FUSES FIGURE 7-5 GFCI RECEPTACLES ARE ONE TYPE OF GROUNDED RECEPTACLE |
| 75 | MECHANICAL FIGURE 7-6 AUTO DRAFT PRODUCT USING A FAN TO CREATE A DRAFT WITHIN A CHIMNEY VENT PIPE |
| 76 | PLUMBING FIGURE 7-7 TYPICAL TANK-STYLE WATER CLOSET |
| 77 | CHAPTER 8: ALTERATIONS LEVEL 1 |
| 78 | GENERAL FIGURE 8-1 NEW CARPETING MUST COMPLY WITH THE IBC FIGURE 8-2 SECURITY BARS MUST BE QUICKLY REMOVABLE FROM THE INTERIOR AND NOT RESTRICT MOVEMENT THROUGH THE WINDOW BUILDING ELEMENTS AND MATERIALS |
| 79 | FINISHES AND REPLACEMENT WINDOWS INTERIOR FINISHES FIGURE 8-3 BATHROOM PARTITIONS ARE INTERIOR FINISHES AND MUST BE TESTED |
| 80 | TABLE 8-1 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 81 | FLOOR FINISHES FIGURE 8-4 TRADITIONAL FLOOR FINISHES ARE EXEMPT FROM TESTING REQUIREMENTS |
| 82 | REPLACEMENT WINDOWS FIGURE 8-5 WINDOW WITH OPENING CONTROL DEVICE |
| 83 | MATERIALS AND METHODS FIRE PROTECTION MEANS OF EGRESS |
| 84 | FIGURE 8-6 ENHANCED SECURITY FOR EDUCATIONAL OCCUPANCIES REROOFING |
| 85 | FIGURE 8-7 REROOFING OF A SLOPED ROOF STRUCTURAL |
| 86 | FIGURE 8-8 ENGINEERING ANALYSIS IS REQUIRED WHEN GREATER THAN 50 PERCENT OF THE ROOF IS REPAIRED ELECTRICAL |
| 87 | ENERGY CONSERVATION FIGURE 8-9 REPLACEMENT OF EXTERIOR WALL INSULATION MUST MEET THE IECC ENERGY REQUIREMENTS |
| 88 | CHAPTER 9: ALTERATIONS LEVEL 2 |
| 89 | FIGURE 9-1 RECONFIGURATION OF SPACE IN ONE STORY OF A BUILDING GENERAL FIGURE 9-2 NONFIXED FURNITURE AND PARTITIONS NOT OVER 5 FEET 9 INCHES IN HEIGHT |
| 90 | BUILDING ELEMENTS AND MATERIALS VERTICAL OPENINGS |
| 91 | FIGURE 9-3 THE ATRIUM AREA DOES NOT REQUIRE ENCLOSURE IN THIS HOTEL |
| 92 | SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS |
| 93 | SUPPLEMENTAL STAIRWAY ENCLOSURE REQUIREMENTS FIGURE 9-4 WHERE WORK AREA IS LESS THAN 50 PERCENT OF THE STORY, THE STAIRWAY DOES NOT NEED ENCLOSURE SMOKE COMPARTMENTS FIGURE 9-5 SMOKE COMPARTMENTS MUST HAVE A TRAVEL DISTANCE OF 200 FEET OR LESS |
| 94 | INTERIOR FINISH SUPPLEMENTAL INTERIOR FINISH REQUIREMENTS GUARDS |
| 95 | FIGURE 9-6 THE ENCLOSED STAIRWAY IS PART OF THE EGRESS PATH FIRE-RESISTANCE RATINGS |
| 96 | FIRE PROTECTION GENERAL CORRIDOR RATING AUTOMATIC SPRINKLER SYSTEMS IN HIGH-RISE BUILDINGS |
| 97 | SUPPLEMENTAL AUTOMATIC SPRINKLER SYSTEM REQUIREMENTS IN HIGH-RISE BUILDINGS FIGURE 9-7 HIGH-RISE BUILDINGS WILL TYPICALLY REQUIRE SPRINKLERS AUTOMATIC SPRINKLER SYSTEMS IN GROUPS A, B, E, F-1, H, I-1, I-3, I-4, R-1, R-2, R-4 AND S |
| 98 | AUTOMATIC SPRINKLER SYSTEMS IN MIXED OCCUPANCIES AUTOMATIC SPRINKLER SYSTEMS IN GROUP I-2 OCCUPANCIES AUTOMATIC SPRINKLER SYSTEMS IN WINDOWLESS STORIES |
| 99 | FIGURE 9-8 OPENINGS SHOULD BE SUPPLIED ON ONE OR MORE EXTERIOR WALLS EVERY 50 FEET OR LESS OTHER REQUIRED AUTOMATIC SPRINKLER SYSTEMS STANDPIPES |
| 100 | FIGURE 9-9 STANDPIPE SYSTEM FIRE ALARM AND DETECTION GENERAL OCCUPANCY REQUIREMENTS |
| 101 | GROUP E FIRE ALARM AND DETECTION FIGURE 9-10 MANUAL FIRE ALARM APPLIANCES ARE REQUIRED IN SCHOOLS GROUP I-1 FIRE ALARM AND DETECTION FIGURE 9-11 GROUP I-1 FACILITIES REQUIRE AUTOMATIC FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEMS |
| 102 | GROUP I-2 FIRE ALARM AND DETECTION FIGURE 9-12 AUTOMATIC FIRE ALARMS MUST BE INSTALLED IN HOSPITALS GROUP I-3 FIRE ALARM AND DETECTION FIGURE 9-13 MANUAL FIRE ALARMS MUST BE INSTALLED IN JAILS GROUP R-1 FIRE ALARM AND DETECTION FIGURE 9-14 MANUAL FIRE ALARMS MUST BE INSTALLED IN EXISTING HOTELS |
| 103 | GROUP R-2 FIRE ALARM AND DETECTION |
| 104 | FIGURE 9-15 APARTMENTS ARE REQUIRED TO HAVE MANUAL FIRE ALARMS SUPPLEMENTAL FIRE ALARM SYSTEM REQUIREMENTS |
| 105 | MEANS OF EGRESS GENERAL GROUP I-2 OCCUPANCIES NUMBER OF EXITS |
| 106 | FIRE ESCAPES FIGURE 9-16 FIRE ESCAPES MAY BE USED AS A SECOND MEANS OF EGRESS WHERE ALLOWED BY THE JURISDICTION |
| 107 | MEZZANINES FIGURE 9-17 PLATFORM ADJACENT TO FACTORY FLOOR MAIN ENTRANCE-ASSEMBLY FIGURE 9-18 MAIN ENTRANCES MUST PROVIDE AT LEAST 50 PERCENT OF THE TOTAL EXIT CAPACITY |
| 108 | EGRESS DOORWAYS GROUP I-2 SUITES FIGURE 9-19 TWO EGRESS ROUTES ARE REQUIRED IN THIS SPACE DOOR SWING |
| 109 | FIGURE 9-20 EXIT DOORS MUST SWING OUTWARD SUPPLEMENTAL DOOR SWING REQUIREMENTS DOOR CLOSING SUPPLEMENTAL DOOR CLOSING REQUIREMENTS |
| 110 | PANIC AND FIRE EXIT HARDWARE FIGURE 9-21 PANIC HARDWARE SUPPLEMENTAL PANIC HARDWARE REQUIREMENTS EMERGENCY POWER SOURCE IN GROUP I-3 |
| 111 | FIGURE 9-22 POWERED SLIDING DOORS OPENINGS IN CORRIDOR WALLS CORRIDOR DOORS FIGURE 9-23 DOORS IN EXIT ACCESS CORRIDORS |
| 112 | TRANSOMS FIGURE 9-24 TRANSOMS IN CORRIDOR OTHER CORRIDOR OPENINGS SUPPLEMENTAL REQUIREMENTS FOR CORRIDOR OPENINGS DEAD-END CORRIDORS |
| 113 | MEANS OF EGRESS LIGHTING EXIT SIGNS FIGURE 9-25 EXIT SIGNS IN THE WORK AREA MUST MEET IBC REQUIREMENTS HANDRAILS |
| 114 | FIGURE 9-26 HANDRAILS MUST BE INSTALLED IN THE EXIT ACCESS AREAS AND EXITS LEADING FROM THE WORK AREA REFUGE AREAS STRUCTURAL EXISTING STRUCTURAL ELEMENTS CARRYING GRAVITY LOADS |
| 115 | EXISTING STRUCTURAL ELEMENTS RESISTING LATERAL LOADS VOLUNTARY LATERAL FORCE-RESISTING SYSTEM ALTERATIONS ELECTRICAL |
| 116 | MECHANICAL PLUMBING ENERGY CONSERVATION FIGURE 9-27 WORK AREAS MUST MEET THE REQUIREMENTS OF THE IECC |
| 117 | CHAPTER 10: ALTERATIONS LEVEL 3 |
| 118 | GENERAL SPECIAL USE AND OCCUPANCY HIGH-RISE BUILDINGS BOILER AND FURNACE EQUIPMENT ROOMS |
| 119 | FIGURE 10-1 FURNACES AND BOILERS REQUIRE ENCLOSURE BUILDING ELEMENTS AND MATERIALS EXISTING SHAFTS AND VERTICAL OPENINGS |
| 120 | INTERIOR FINISH ENHANCED CLASSROOM ACOUSTICS FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEMS HIGH-RISE BUILDINGS |
| 121 | RUBBISH AND LINEN CHUTES FIGURE 10-2 SOILED LINEN CHUTE UPHOLSTERED FURNITURE OR MATTRESSES AUTOMATIC FIRE PROTECTION FOR A, B, E, F-1, H, I-1, I-3,I-4, M, R-1, R-2, R-4, S-1 AND S-2 OCCUPANCIES |
| 122 | WINDOWLESS STORIES FIGURE 10-3 STORAGE BUILDING WITH WINDOWLESS STORIES FIRE ALARM AND DETECTION SYSTEMS MANUAL FIRE ALARM SYSTEMS |
| 123 | FIGURE 10-4 MANUAL FIRE ALARM AUTOMATIC FIRE DETECTION MEANS OF EGRESS GENERAL MEANS OF EGRESS LIGHTING |
| 124 | FIGURE 10-5 MEANS OF EGRESS LIGHTING EXIT SIGNS TWO-WAY COMMUNICATION SYSTEMS STRUCTURAL EXISTING STRUCTURAL ELEMENTS RESISTING LATERAL LOADS |
| 125 | SEISMIC DESIGN CATEGORY F FIGURE 10-6 EARTHQUAKE DAMAGE ANCHORAGE FOR CONCRETE AND MASONRY BUILDINGS ENERGY CONSERVATION |
| 126 | CHAPTER 11: CHANGE OF OCCUPANCY |
| 127 | GENERAL CERTIFICATION OF OCCUPANCY SPECIAL USE AND OCCUPANCY OTHER SPECIAL USES |
| 128 | BUILDING ELEMENTS AND MATERIALS FIRE PROTECTION MEANS OF EGRESS |
| 129 | STRUCTURAL LIVE LOADS SNOW AND WIND LOADS FIGURE 11-1 SNOW LOADS MUST BE CHECKED AGAINST THE IBC SEISMIC LOADS |
| 130 | ELECTRICAL SPECIAL USE AND OCCUPANCY FIGURE 11-2 GAS STATION |
| 131 | MECHANICAL FIGURE 11-3 COMMERCIAL KITCHEN VENTING MUST COMPLY WITH THE IMC PLUMBING |
| 132 | FIGURE 11-4 NEW COMMERCIAL KITCHEN SPACES MUST COMPLY WITH THE IPC FOOD-HANDLING OCCUPANCIES CHEMICAL WASTE |
| 133 | CHANGE OF OCCUPANCY CLASSIFICATION GENERAL COMPLIANCE WITH IBC CHAPTER 9 |
| 134 | FIRE PROTECTION SYSTEMS FIGURE 11-5 A SPRINKLER SYSTEM MUST BE INSTALLED WHEN CHANGING OCCUPANCY FROM A WAREHOUSE TO CONDOS |
| 135 | FIRE ALARM AND DETECTION SYSTEM FIGURE 11-6 FIRE ALARMS MUST BE ADDED IN AREAS OF NEW CONSTRUCTION INTERIOR FINISH GENERAL MEANS OF EGRESS |
| 136 | TABLE 11-1 MEANS OF EGRESS HAZARD CATEGORIES MEANS OF EGRESS FOR A CHANGE TO A HIGHER HAZARD |
| 137 | MEANS OF EGRESS FOR A CHANGE TO AN EQUAL OR LESSER HAZARD EGRESS CAPACITY EXISTING EMERGENCY ESCAPE AND RESCUE OPENINGS BUILDING HEIGHT AND AREA |
| 138 | TABLE 11-2 HEIGHTS AND AREAS HAZARD CATEGORIES HEIGHT AND AREA FOR A CHANGE TO A HIGHER HAZARD FIRE WALL ALTERNATIVE |
| 139 | HEIGHT AND AREA FOR A CHANGE TO AN EQUAL OR LESSER HAZARD OCCUPANCY SEPARATIONS EXTERIOR WALL FIRE-RESISTANCE RATINGS EXTERIOR WALL RATING FOR A CHANGE TO A HIGHER HAZARD TABLE 11-3 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 140 | EXTERIOR WALL RATING FOR A CHANGE TO AN EQUAL OR LESSER HAZARD EXTERIOR WALL OPENING PROTECTIVES FIGURE 11-7 WINDOW AND DOOR PROTECTION |
| 141 | ENCLOSURE OF VERTICAL SHAFTS INTERIOR STAIRWAYS FIGURE 11-8 EXISTING PENETRATIONS OF STAIRWAY ENCLOSURES MUST BE PROTECTED |
| 142 | OTHER VERTICAL SHAFTS FIGURE 11-9 VERTICAL SHAFTS LESS THAN FIVE STORIES TALL DO NOT REQUIRE ENCLOSURE SHAFT OPENINGS |
| 143 | FIGURE 11-10 A COFFEE SHOP CONVERTED TO A SPORTS BAR AND RESTAURANT FIGURE 11-11 SECOND LEVEL ADDED TO SPORTS BAR AND RESTAURANT |
| 144 | CHAPTER 12: ADDITIONS |
| 145 | GENERAL HEIGHT AND AREAS HEIGHT LIMITATIONS AREA LIMITATIONS FIGURE 12-1 A NONOCCUPIABLE APPENDAGE CONSISTING OF AN EXIT STAIRWAY AND ELEVATOR |
| 146 | FIRE PROTECTION SYSTEMS STRUCTURAL ADDITIONAL GRAVITY LOADS LATERAL FORCE-RESISTING LOADS |
| 147 | FLOOD HAZARD AREAS FIGURE 12-2 STRUCTURALLY INTERCONNECTED ADDITION |
| 148 | SMOKE ALARMS CARBON MONOXIDE ALARMS ENERGY CONSERVATION |
| 149 | CHAPTER 13: RELOCATED OR MOVED BUILDINGS |
| 150 | GENERAL FIGURE 13-1 BEFORE TRANSPORTING A BUILDING, IT MUST BE INSPECTED AND DETERMINED SAFE FOR HUMAN OCCUPATION REQUIREMENTS LOCATION AND FOUNDATION |
| 151 | FIGURE 13-2 NEW FOUNDATION FOR A RELOCATED BUILDING WIND LOADS SEISMIC LOADS |
| 152 | SNOW LOADS FLOOD HAZARD AREAS STRUCTURAL INSPECTION FIGURE 13-3 SPECIAL INSPECTION OF A FOUNDATION AND EXISTING BUILDING MAY BE REQUIRED BEFORE THE BUILDING IS RELOCATED |
| 153 | PART IV: COMPLIANCE BY EVALUATION |
| 154 | CHAPTER 14: PERFORMANCE COMPLIANCE METHOD |
| 155 | GENERAL |
| 156 | APPLICABILITY |
| 157 | FIGURE 14-1 EXISTING ESCALATORS IN UNDERGROUND TRAIN STATIONS DO NOT HAVE TO HAVE 32 INCHES IN CLEAR WIDTH ACCEPTANCE |
| 158 | EVALUATION |
| 159 | BUILDING SIZE BUILDING HEIGHT AND NUMBER OF STORIES |
| 160 | BUILDING AREA SINGLE OCCUPANCY SEPARATED MIXED OCCUPANCIES |
| 161 | NONSEPARATED MIXED OCCUPANCIES |
| 162 | PASSIVE FIRE PROTECTION SYSTEMS COMPARTMENTATION TABLE 14-1 COMPARTMENTATION VALUES |
| 163 | TENANT AND DWELLING UNIT SEPARATIONS TABLE 14-2 SEPARATION VALUES |
| 164 | CORRIDOR WALLS FIGURE 14-2 PROTECTED CORRIDOR WALLS TABLE 14-3 CORRIDOR WALL VALUES |
| 165 | VERTICAL OPENINGS FIGURE 14-3 FIRE-RATED VERTICAL ENCLOSURE |
| 166 | FIGURE 14-4 UNENCLOSED VERTICAL OPENING TABLE 14-4 VERTICAL OPENING PROTECTION VALUES TABLE 14-5 CONSTRUCTION-TYPE FACTOR |
| 167 | HVAC SYSTEMS FIGURE 14-5 HVAC SYSTEM |
| 168 | TABLE 14-6 HVAC SYSTEM VALUES AUTOMATIC FIRE DETECTION |
| 169 | FIGURE 14-6 FIRE DETECTION AND SPRINKLER SYSTEMS TABLE 14-7 AUTOMATIC FIRE DETECTION VALUES FIRE ALARM SYSTEMS |
| 170 | FIGURE 14-7 FIRE ALARM SYSTEM TABLE 14-8 FIRE ALARM SYSTEM VALUE |
| 171 | SMOKE CONTROL FIGURE 14-8 TESTING OF A SMOKE CONTROL SYSTEM TABLE 14-9 SMOKE CONTROL VALUES |
| 172 | MEANS OF EGRESS MEANS OF EGRESS CAPACITY AND NUMBER FIGURE 14-9 FIRE ESCAPES MAY BE USED IN THE IEBC AS A MEANS OF EGRESS |
| 173 | TABLE 14-10 MEANS OF EGRESS VALUES DEAD ENDS |
| 174 | FIGURE 14-10 DEAD END CORRIDOR TABLE 14-11 DEAD-END VALUES MAXIMUM EXIT ACCESS TRAVEL DISTANCE TO AN EXIT |
| 175 | FIGURE 14-11 EXIT ACCESS AND EXIT DISCHARGE ELEVATOR CONTROL |
| 176 | FIGURE 14-12 ELEVATOR CONTROL PANEL TABLE 14-12 ELEVATOR CONTROL VALUES |
| 177 | MEANS OF EGRESS EMERGENCY LIGHTING FIGURE 14-13 EXIT SIGNS REQUIRE ILLUMINATION DURING A POWER OUTAGE |
| 178 | TABLE 14-13 MEANS OF EGRESS EMERGENCY LIGHTING VALUES MIXED OCCUPANCIES |
| 179 | TABLE 14-14 MIXED OCCUPANCY VALUES ACTIVE FIRE PROTECTION SYSTEMS AUTOMATIC SPRINKLERS |
| 180 | FIGURE 14-14 OFFICE WITH SPRINKLER SYSTEM TABLE 14-15 SPRINKLER SYSTEM VALUES |
| 181 | STANDPIPES FIGURE 14-15 STANDPIPE SYSTEM IN AN EXISTING BUILDING |
| 182 | TABLE 14-16 STANDPIPE SYSTEM VALUES SPECIALTY CONCERNS INCIDENTAL USES |
| 183 | FIGURE 14-16 A HOSPITAL LAUDRY ROOM MAY BE AN INCIDENTAL USE AREA DEPENDING ON SIZE TABLE 14-17 INCIDENTAL USE AREA VALUES |
| 184 | SMOKE COMPARTMENTS FIGURE 14-17 SMOKE COMPARTMENTS ARE REQUIRED IN GROUP I-2 FACILITIES |
| 185 | TABLE 14-18 SMOKE COMPARTMENT VALUES GROUP I-2 PATIENTS |
| 186 | FIGURE 14-18 HOSPITAL ROOM WITH PATIENT |
| 187 | BUILDING PERFORMANCE SCORES BUILDING SCORE MANDATORY SAFETY SCORES TABLE 14-19 MANDATORY SAFETY SCORES |
| 188 | EVALUATION OF BUILDING SAFETY |
| 189 | EXISTING BUILDING CONCERNS FOR SEISMIC, WIND AND ACCESSIBILITY REHABILITATION APPENDIX A |
| 190 | APPENDIX B APPENDIX C APPENDIX D |
| 191 | GLOSSARY |
| 195 | INDEX |
| 199 | VALUABLE GUIDES TO CHANGES IN THE 2021 I-CODES® |
| 200 | ICC ASSESSMENT CENTER |
| 201 | ICC LEARNING CENTER |
| 202 | TELEWORK WITH ICC DIGITAL CODES PREMIUM |
