MI RehabCode 2012
$51.46
Michigan Rehabilitation for Existing Buildings
| Published By | Publication Date | Number of Pages |
| MI | 2012 | 283 |
A fully integrated custom code based on the 2012 International Existing Building Code. Effective date: October 9, 2014.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2012 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS |
| 2 | INTRODUCTION |
| 3 | MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2012 INCORPORATING THE 2012 EDITION OF THE INTERNATIONAL EXISTING BUILDING CODE TITLE PAGE |
| 4 | COPYRIGHT |
| 5 | PREFACE |
| 9 | SAMPLE ORDINANCE STATE CODE |
| 11 | TABLE OF CONTENTS |
| 15 | CHAPTER 1: SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
| 16 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL |
| 17 | SECTION 105 PERMITS |
| 19 | SECTION 106 CONSTRUCTION DOCUMENTS |
| 21 | SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES SECTION 109 INSPECTIONS |
| 22 | SECTION 110 CERTIFICATE OF OCCUPANCY |
| 23 | SECTION 111 SERVICE UTILITIES SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS |
| 24 | SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT SECTION 116 EMERGENCY MEASURES SECTION 117 DEMOLITION |
| 27 | CHAPTER 2: DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 29 | CHAPTER 3: COMPLIANCE METHODS SECTION 301 COMPLIANCE METHODS [B] TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC—LEVEL SEISMIC FORCES OCCUPANCY |
| 30 | [B] TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC—LEVEL SEISMIC FORCES RISK CATEGORY |
| 31 | CHAPTER 4: PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL SECTION 402 ADDITIONS |
| 32 | SECTION 403 ALTERATIONS |
| 33 | SECTION 404 REPAIRS |
| 34 | SECTION 405 FIRE ESCAPES SECTION 406 GLASS REPLACEMENT |
| 35 | SECTION 407 CHANGE OF OCCUPANCY SECTION 408 HISTORIC BUILDINGS SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 37 | [B] TABLE 410.8.5 RAMPS |
| 39 | CHAPTER 5: CLASSIFICATION OF WORK SECTION 501 GENERAL SECTION 502 REPAIRS |
| 40 | SECTION 503 ALTERATION—LEVEL 1 SECTION 504 ALTERATION—LEVEL 2 SECTION 505 ALTERATION—LEVEL 3 SECTION 506 CHANGE OF OCCUPANCY SECTION 507 ADDITIONS SECTION 508 HISTORIC BUILDINGS SECTION 509 RELOCATED BUILDINGS |
| 41 | CHAPTER 6: REPAIRS SECTION 601 GENERAL SECTION 602 BUILDING ELEMENTS AND MATERIALS SECTION 603 FIRE PROTECTION SECTION 604 MEANS OF EGRESS SECTION 605 ACCESSIBILITY SECTION 606 STRUCTURAL |
| 42 | SECTION 607 ELECTRICAL SECTION 608 MECHANICAL SECTION 609 PLUMBING |
| 43 | CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS |
| 44 | SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 ACCESSIBILITY SECTION 706 STRUCTURAL SECTION 707 ENERGY CONSERVATION |
| 45 | CHAPTER 8: ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY SECTION 803 BUILDING ELEMENTS AND MATERIALS |
| 47 | SECTION 804 FIRE PROTECTION |
| 49 | SECTION 805 MEANS OF EGRESS |
| 52 | SECTION 806 ACCESSIBILITY |
| 53 | SECTION 807 STRUCTURAL SECTION 808 ELECTRICAL |
| 54 | SECTION 809 MECHANICAL SECTION 810 PLUMBING SECTION 811 ENERGY CONSERVATION |
| 55 | CHAPTER 9: ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS |
| 56 | SECTION 904 FIRE PROTECTION SECTION 905 MEANS OF EGRESS SECTION 906 ACCESSIBILITY SECTION 907 STRUCTURAL |
| 57 | SECTION 908 ENERGY CONSERVATION |
| 59 | CHAPTER 10: CHANGE OF OCCUPANCY SECTION 1001 GENERAL SECTION 1002 SPECIAL USE AND OCCUPANCY SECTION 1003 BUILDING ELEMENTS AND MATERIALS SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 ACCESSIBILITY SECTION 1007 STRUCTURAL |
| 60 | SECTION 1008 ELECTRICAL |
| 61 | SECTION 1009 MECHANICAL SECTION 1010 PLUMBING SECTION 1011 OTHER REQUIREMENTS SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION |
| 62 | TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES |
| 63 | TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 65 | CHAPTER 11: ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL |
| 66 | SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 ACCESSIBILITY SECTION 1106 ENERGY CONSERVATION |
| 67 | CHAPTER 12: HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS SECTION 1203 FIRE SAFETY |
| 68 | SECTION 1204 ALTERATIONS SECTION 1205 CHANGE OF OCCUPANCY |
| 69 | SECTION 1206 STRUCTURAL |
| 71 | CHAPTER 13: RELOCATED OR MOVED BUILDINGS SECTION 1301 GENERAL SECTION 1302 REQUIREMENTS |
| 73 | CHAPTER 14: PERFORMANCE COMPLIANCE METHODS SECTION 1401 GENERAL |
| 74 | EQUATION 14-1 EQUATION 14-2 EQUATION 14-3 |
| 75 | EQUATION 14-4 [B] TABLE 1401.6.3 COMPARTMENTATION VALUES [B] TABLE 1401.6.4 SEPARATION VALUES |
| 76 | [B] TABLE 1401.6.5 CORRIDOR WALL VALUES [B] TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE [B] TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 14-5 |
| 77 | [B] TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES [B] TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES [B] TABLE 1401.6.10 SMOKE CONTROL VALUES |
| 78 | [B] TABLE 1401.6.11 MEANS OF EGRESS VALUESa [B] TABLE 1401.6.12 DEAD-END VALUES |
| 79 | EQUATION 14-6 [B] TABLE 1401.6.14 ELEVATOR CONTROL VALUES [B] TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES [B] TABLE 1401.6.16 MIXED OCCUPANCY VALUESa |
| 80 | [B] TABLE 1401.6.17 SPRINKLER SYSTEM VALUES [B] TABLE 1401.6.18 STANDPIPE SYSTEM VALUES |
| 81 | [B] TABLE 1401.6.19 INCIDENTAL USE AREA VALUES [B] TABLE 1401.8 MANDATORY SAFETY SCORESa |
| 82 | [B] TABLE 1401.7 SUMMARY SHEET-BUILDING CODE |
| 83 | [B] TABLE 1401.9 EVALUATION FORMULASa |
| 85 | CHAPTER 15: CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [B] TABLE 1501.6 PROTECTION OF PEDESTRIANS |
| 86 | SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS |
| 87 | SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPE SYSTEMS SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION |
| 89 | CHAPTER 16: REFERENCED STANDARDS ASCE/SEI ASHRAE ASME ASTM |
| 90 | DOC ICC NFPA |
| 91 | APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUIILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS SECTION A104 SYMBOLS AND NOTATIONS |
| 92 | SECTION A105 GENERAL REQUIREMENTS |
| 93 | SECTION A106 MATERIALS REQUIREMENTS |
| 94 | EQUATION A1-1 EQUATION A1-2 EQUATION A1-3 |
| 95 | SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 |
| 96 | SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE |
| 97 | EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12 EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 |
| 98 | EQUATION A1-18 EQUATION A1-19 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 |
| 99 | SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 100 | SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [B] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER [B] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS |
| 101 | [B] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp [B] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS |
| 102 | [B] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION [B] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS [B] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS |
| 103 | [B] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN |
| 104 | [B] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 105 | 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 |
| 106 | SECTION A206 ANALYSIS AND DESIGN |
| 107 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 109 | 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 |
| 110 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 113 | [B] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [B] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b |
| 114 | [B] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 115 | [B] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION |
| 116 | [B] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION |
| 117 | [B] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS |
| 118 | [B] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS [B] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING |
| 119 | [B] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 120 | [B] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 121 | [B] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION |
| 122 | [B] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) |
| 123 | [B] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) |
| 124 | [B] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS |
| 125 | [B] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION |
| 126 | [B] FIGURE A3-10—FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT |
| 127 | CHAPTER A4 EARTHQUAKE RISK REDUCTIONIN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN |
| 129 | SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A405 MATERIALS OF CONSTRUCTION |
| 130 | SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL |
| 131 | CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS SECTION A501 PURPOSE SECTION A502 SCOPE SECTION A503 GENERAL REQUIREMENTS SECTION A504 SITE GROUND MOTION SECTION A505 TIER 1 ANALYSIS PROCEDURE |
| 132 | SECTION A506 TIER 2 ANALYSIS PROCEDURE |
| 133 | EQUATION A5-1 SECTION A507 TIER 3 ANALYSIS PROCEDURE |
| 135 | CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM DOC ICC |
| 137 | RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE |
| 138 | 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES |
| 139 | 1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION |
| 140 | FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES |
| 141 | FIGURE 2 PRELIMINARY EVALUATION WORKSHEET |
| 142 | 2.2 FIRE RESISTANCE OF EXISTING BUILDINGELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION |
| 143 | 3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES |
| 145 | ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES |
| 147 | 3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS |
| 148 | FIGURE 3 MODIFICATION DETAILS |
| 149 | 4 SUMMARY |
| 151 | APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS |
| 153 | PURPOSE AND PROCEDURE |
| 154 | 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 |
| 155 | TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 156 | TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 157 | FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 158 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 159 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 160 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 161 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 162 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 163 | TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 164 | FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 165 | TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 166 | TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 167 | TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 168 | TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 169 | FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 170 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 171 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 172 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 173 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 174 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 175 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 176 | TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 177 | FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 178 | TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 179 | TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 180 | TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 181 | FIGURE 1.1.6 MASONRY WALLS 1 2″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 182 | TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 183 | TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 184 | TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 185 | TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 186 | TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 187 | FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK |
| 188 | TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK |
| 189 | TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK |
| 190 | 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 |
| 191 | TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 192 | TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 193 | TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 194 | 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 |
| 195 | TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 196 | TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK |
| 197 | TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK |
| 198 | TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 199 | 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 |
| 200 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 201 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 202 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 203 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 204 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 205 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 206 | TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 207 | TALBE 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 |
| 208 | TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TI KESS THAN 6″ THICK |
| 209 | FIGURE 1.5.1 FINISH RATINGS-INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS – INORGANIC MATERIALS |
| 210 | TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS – ORGANIC MATERIALS |
| 211 | SECTION II – COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ |
| 212 | 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″ |
| 213 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 214 | TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 215 | TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 216 | TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 217 | 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 LES THAN 18″ |
| 218 | TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18 |
| 219 | TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ |
| 220 | 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″ |
| 221 | 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″ |
| 222 | 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″ |
| 223 | TABLE 2.2 ROUND CAST IRON COLUMNS |
| 224 | FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS |
| 225 | TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ |
| 226 | TABLE 2.5.1.2 STEEL COLUMNS-CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK |
| 227 | FIGURE 2.5.1.3 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.1.3 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ |
| 228 | TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ |
| 229 | FIGURE 2.5.1.4 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 230 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 231 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 232 | TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 233 | 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″ |
| 234 | TABLE 2.5.1.5 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 235 | FIGURE 2.5.1.6 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.1.6 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 236 | TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 237 | 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″ |
| 238 | 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″ |
| 239 | 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″ |
| 240 | 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″ |
| 241 | SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES-REINFORCED CONCRETE |
| 242 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 243 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 244 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 245 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 246 | TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE |
| 247 | FIGURE 3.2 FLOOR/CEILING ASSEMBLIES-STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES-STEEL STRUCTURAL ELEMENTS |
| 248 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 249 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 250 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 251 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 252 | TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 253 | FIGURE 3.3 FLOOR/CEILING ASSEMBLIES-WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 254 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 255 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 256 | TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 257 | FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 258 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 259 | TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 260 | SECTION IV – BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 261 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 262 | TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 263 | TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ |
| 264 | TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ |
| 265 | TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ |
| 266 | TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ |
| 267 | SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 268 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 269 | TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 270 | BIBLIOGRAPHY |
| 277 | INDEX |
| 283 | DEPARTMENT OF LICENSING AND REGULATORY AFFAIRS |
