VA Existing Building Code 2021 1stptg
$58.50
Virginia Existing Building Code
| Published By | Publication Date | Number of Pages |
| VA | 2021 | 291 |
This is a fully integrated code based on the 2021International Existing Building Code®.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2021 VIRGINIA EXISTING BUILDING CODE© |
| 2 | 2021 VIRGINIA EXISTING BUILDING CODE© |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC |
| 10 | TABLE OF CONTENTS |
| 14 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL |
| 15 | SECTION 102 PURPOSE AND SCOPE |
| 16 | SECTION 103 APPLICATION OF CODE |
| 18 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 22 | CHAPTER 3 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS SECTION 301 GENERAL SECTION 302 BUILDING MATERIALS AND SYSTEMS SECTION 303 FIRE ESCAPES |
| 23 | SECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS |
| 24 | TABLE 305.2.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH VCC-LEVEL SEISMIC FORCES TABLE 305.2.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED VCC-LEVEL SEISMIC FORCES SECTION 306 HIGHER EDUCATION LABORATORIES |
| 25 | TABLE 306.1.1(1) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM IN ACCOURDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES |
| 26 | CHAPTER 4 ACCESSIBILITY SECTION 401 GENERAL SECTION 402 CHANGE OF OCCUPANCY SECTION 403 ADDITIONS SECTION 404 ALTERATIONS |
| 27 | TABLE 404.4.5 RAMPS |
| 28 | SECTION 405 HISTORIC BUILDINGS |
| 30 | CHAPTER 5 REPAIRS SECTION 501 GENERAL SECTION 502 STRUCTURAL |
| 31 | SECTION 503 FLOOD HAZARD AREAS SECTION 504 ELECTRICAL SECTION 505 MECHANICAL |
| 32 | SECTION 506 PLUMBING SECTION 507 ENERGY CONSERVATION |
| 34 | CHAPTER 6 ALTERATIONS SECTION 601 GENERAL |
| 35 | SECTION 602 ALTERATION—LEVEL 1 |
| 37 | SECTION 603 ALTERATION—LEVEL 2 |
| 40 | CHAPTER 7 CHANGE OF OCCUPANCY SECTION 701 GENERAL SECTION 702 SPECIAL USE AND OCCUPANCY SECTION 703 BUILDING ELEMENTS AND MATERIALS SECTION 704 FIRE PROTECTION |
| 41 | SECTION 705 MEANS OF EGRESS TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES |
| 43 | SECTION 706 HEIGHTS AND AREAS TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES SECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 44 | SECTION 708 ELECTRICAL AND LIGHTING SECTION 709 MECHANICAL AND VENTILATION SECTION 710 PLUMBING SECTION 711 STRUCTURAL |
| 45 | SECTION 712 ACCESSIBILITY |
| 46 | CHAPTER 8 ADDITIONS SECTION 801 GENERAL SECTION 802 HEIGHTS AND AREAS SECTION 803 STRUCTURAL |
| 47 | SECTION 804 FLOOD HAZARD AREAS SECTION 805 ENERGY CONSERVATION |
| 50 | CHAPTER 9 HISTORIC BUILDINGS SECTION 901 GENERAL SECTION 902 FLOOD HAZARD AREAS SECTION 903 REPAIRS SECTION 904 (RESERVED) SECTION 905 ALTERATIONS |
| 51 | SECTION 906 CHANGE OF OCCUPANCY SECTION 907 STRUCTURAL |
| 52 | CHAPTER 10 MOVED BUILDINGS AND STRUCTURES SECTION 1001 GENERAL SECTION 1002 REQUIREMENTS |
| 54 | CHAPTER 11 RETROFIT REQUIREMENTS SECTION 1101 GENERAL |
| 58 | CHAPTER 12 CONSTRUCTION SAFEGUARDS SECTION 1201 GENERAL |
| 59 | SECTION 1202 PROTECTION OF ADJOINING PROPERTIES SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY TABLE 1201.6 PROTECTION OF PEDESTRIANS |
| 60 | SECTION 1204 FIRE EXTINGUISHERS SECTION 1205 MEANS OF EGRESS SECTION 1206 STANDPIPE SYSTEMS SECTION 1207 AUTOMATIC SPRINKLER SYSTEM SECTION 1208 ACCESSIBILITY SECTION 1209 WATER SUPPLY FOR FIRE PROTECTION SECTION 1210 DEMOLITION |
| 62 | CHAPTER 13 REFERENCED STANDARDS ACI API ASCE/SEI ASHRAE ASME ASTM |
| 63 | ICC NFPA TFI |
| 64 | UL |
| 66 | CHAPTER 14 COMPLIANCE ALTERNATIVE—CHANGE OF OCCUPANCY SECTION 1401 GENERAL SECTION 1402 EVALUATION PROCESS SECTION 1403 EVALUATION DATA EQUATION 14-1 EQUATION 14-2 |
| 67 | EQUATION 14-3 EQUATION 14-4 TABLE 1403.3 COMPARTMENTATION VALUES TABLE 1403.4 SEPARATION VALUES |
| 68 | TABLE 1403.5 CORRIDOR WALL VALUES TABLE 1403.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1403.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 14-5 |
| 69 | TABLE 1403.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1403.9 FIRE ALARM SYSTEM VALUES TABLE 1403.10 SMOKE CONTROL VALUES |
| 70 | TABLE 1403.11 MEANS OF EGRESS VALUES TABLE 1403.12 DEAD-END VALUES |
| 71 | EQUATION 14-6 TABLE 1403.14 ELEVATOR CONTROL VALUES TABLE 1403.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES TABLE 1403.16 MIXED OCCUPANCY VALUESa |
| 72 | TABLE 1403.17 SPRINKLER SYSTEM VALUES TABLE 1403.18 STANDPIPE SYSTEM VALUES TABLE 1403.19 INCIDENTAL USE AREA VALUES |
| 73 | SECTION 1404 EVALUATION SCORES TABLE 1404.2 MANDATORY SAFETY SCORESa |
| 74 | TABLE 1404.1 SUMMARY SHEET—BUILDING CODE |
| 76 | APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS |
| 77 | SECTION A104 SYMBOLS AND NOTATIONS |
| 78 | SECTION A105 GENERAL REQUIREMENTS |
| 79 | SECTION A106 MATERIALS REQUIREMENTS EQUATION A1-1 EQUATION A1-2 |
| 80 | SECTION A107 QUALITY CONTROL |
| 81 | SECTION A108 DESIGN STRENGTHS EQUATION A1-3 EQUATION A1-4 SECTION A109 ANALYSIS AND DESIGN PROCEDURE |
| 82 | [BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS SECTION A110 GENERAL PROCEDURE EQUATION A1-5 |
| 83 | [BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A111 SPECIAL PROCEDURE |
| 84 | [BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS EQUATION A1-6 EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 |
| 85 | [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN EQUATION A1-11 EQUATION A1-12 |
| 86 | [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-19 EQUATION A1-20 |
| 87 | EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 88 | SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS [BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS |
| 89 | SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS |
| 90 | CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS |
| 91 | SECTION A206 ANALYSIS AND DESIGN |
| 92 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 94 | CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS |
| 95 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 96 | [BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) |
| 97 | [BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) |
| 98 | [BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS |
| 99 | [BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION |
| 100 | [BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 101 | [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 102 | [BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION [BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING |
| 103 | [BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa, b |
| 104 | [BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS |
| 105 | [BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b |
| 106 | [BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 107 | [BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 108 | [BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION |
| 109 | [BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT |
| 112 | CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN |
| 114 | SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY |
| 115 | SECTION A405 MATERIALS OF CONSTRUCTION SECTION A406 CONSTRUCTION DOCUMENTS |
| 116 | SECTION A407 QUALITY CONTROL |
| 118 | CHAPTER A5 REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS TABLE A501.1 REFERENCED STANDARDS TABLE A501.1—continued REFERENCED STANDARDS |
| 120 | APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS |
| 121 | SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS [BE] TABLE B104.1 REFERENCED STANDARDS |
| 122 | APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS |
| 123 | SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS |
| 124 | [BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE |
| 125 | [BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY |
| 126 | [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END |
| 127 | [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP |
| 128 | [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP |
| 129 | [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE |
| 131 | [BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) [BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END) |
| 132 | [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION |
| 133 | [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION |
| 134 | [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES |
| 135 | [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES |
| 136 | [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS |
| 137 | [BS] FIGURE C104.3.4 NAIL PLATE FASTENING |
| 138 | [BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD [BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD |
| 139 | [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES |
| 140 | [BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES |
| 141 | [BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW |
| 142 | CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS |
| 143 | [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING |
| 144 | CHAPTER C3 REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS |
| 146 | APPENDIX D BOARD OF APPEALS DELETED |
| 148 | RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE |
| 149 | 1. FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES |
| 150 | 2. BUILDING EVALUATION |
| 151 | FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES |
| 152 | FIGURE 2 PRELIMINARY EVALUATION WORKSHEET |
| 153 | 3. FINAL EVALUATION AND DESIGN SOLUTION |
| 159 | FIGURE 3 MODIFICATION DETAILS |
| 160 | 4. SUMMARY |
| 162 | APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS |
| 165 | SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK TABLE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 166 | TABLE 1.1.1—continued MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 167 | TABLE 1.1.1—continued MASONRY WALLS 0 TO LESS THAN 4 THICK |
| 168 | FIGURE 1.1.2 MASONRY WALLS 4 TO LESS THAN 6 THICK TABLE 1.1.2 MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 169 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 170 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 171 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 172 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 173 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 174 | TABLE 1.1.2—continued MASONRY WALLS 4 TO LESS THAN 6 THICK |
| 175 | FIGURE 1.1.3 MASONRY WALLS 6 TO LESS THAN 8 THICK TABLE 1.1.3 MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 176 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 177 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 178 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 179 | TABLE 1.1.3—continued MASONRY WALLS 6 TO LESS THAN 8 THICK |
| 180 | FIGURE 1.1.4 MASONRY WALLS 8 TO LESS THAN 10 THICK TABLE 1.1.4 MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 181 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 182 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 183 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 184 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 185 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 186 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 187 | TABLE 1.1.4—continued MASONRY WALLS 8 TO LESS THAN 10 THICK |
| 188 | FIGURE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK TABLE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 189 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 190 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 191 | TABLE 1.1.5—continued MASONRY WALLS 10 TO LESS THAN 12 THICK |
| 192 | FIGURE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK TABLE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 193 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 194 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 195 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 196 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 197 | TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK |
| 198 | FIGURE 1.1.7 MASONRY WALLS 14 OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14 OR MORE THICK |
| 199 | TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK |
| 200 | TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK |
| 201 | FIGURE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK TABLE 1.2.1 METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 202 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 203 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 204 | TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK |
| 205 | FIGURE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.2.2 METAL FRAME WALLS 4 TO LESS THAN 6 THICK |
| 206 | TABLE 1.2.2—continued METAL FRAME WALLS 4 TO LESS THAN 6 THICK |
| 207 | TABLE 1.2.3 METAL FRAME WALLS 6 TO LESS THAN 8 THICK |
| 208 | TABLE 1.2.4 METAL FRAME WALLS 8 TO LESS THAN 10 THICK |
| 209 | TABLE 1.3.1 WOOD FRAME WALLS 0 TO LESS THAN 4 THICK |
| 210 | FIGURE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK TABLE 1.3.2 WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 211 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 212 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK. |
| 213 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 214 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 215 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 216 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 217 | TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK |
| 218 | TABLE 1.3.3 WOOD FRAME WALLS 6 TO LESS THAN 8 THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0 TO LESS THAN 4 THICK |
| 219 | TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 TO LESS THAN 6 THICK |
| 220 | FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS |
| 221 | TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS |
| 222 | SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 TO LESS THAN 6 |
| 223 | FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 224 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 225 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 226 | TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 227 | TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 228 | FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 |
| 229 | TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18 |
| 230 | TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 TO LESS THAN 20 |
| 231 | FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 |
| 232 | TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 TO LESS THAN 22 TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 233 | TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16 TO LESS THAN 18 TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20 TO LESS THAN 22 |
| 234 | TABLE 2.2 ROUND CAST IRON COLUMNS |
| 235 | FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS |
| 236 | TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION LESS THAN 6 |
| 237 | TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS6 TO LESS THAN 8 THICK |
| 238 | FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8 TO LESS THAN 10 |
| 239 | TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 |
| 240 | FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 241 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10 TO LESS THAN 12 |
| 242 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 243 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 244 | FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 245 | TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 246 | FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16 TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 247 | TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16 |
| 248 | TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16 TO LESS THAN 18 TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 |
| 249 | TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16 |
| 250 | TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8 TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6 TO LESS THAN 8 |
| 251 | TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12 TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14 |
| 252 | SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 253 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 254 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 255 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 256 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 257 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 258 | FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 259 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 260 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 261 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 262 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 263 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 264 | FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 265 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 266 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 267 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 268 | FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 269 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 270 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 271 | SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 |
| 272 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 TO LESS THAN 12 |
| 273 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 |
| 274 | TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14 |
| 275 | TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14 |
| 276 | TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 TO LESS THAN 16 |
| 277 | TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10 TO LESS THAN 12 TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH10 TO LESS THAN 12 |
| 278 | SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 279 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 280 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 281 | BIBLIOGRAPHY |
| 288 | ICC CHANGES TO THE CODE DEVELOPMENT PROCESS |
| 289 | ADDITIONAL CODE RESOURCES FROM ICC |
| 290 | ICC DIGITAL CODES PREMIUM |
| 291 | ICC EVALUATION SERVICE® |
