NY ExistingBuildingCode 10:2010 Edition
$32.50
Existing Building Code of New York State
| Published By | Publication Date | Number of Pages |
| NY | 2010 | 290 |
A fully integrated custom code based on the 2006 International Existing Building CodeÂŽ (IEBCÂŽ). Contains requirements intended to encourage the uses and reuse of existing buildings. The scope covers repair, alteration, addition and change of occupancy for existing buildings and historic buildings, while achieving appropriate levels of safety without requiring full compliance with the new construction requirements in the building code.
Features:
- Time-tested safety concepts
- Innovative construction technology
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2010 EXISTING BUILDING CODE OF NEW YORK STATE |
| 2 | COPYRIGHT |
| 3 | ACKNOWLEDGMENTS STATE FIRE PREVENTION AND BUILDING CODE COUNCIL DEPARTMENT OF STATE EXISTING BUILDING CODE TECHNICAL SUBCOMMITTEE |
| 4 | CONTENT MARGINAL MARKINGS LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS |
| 5 | TABLE OF CONTENTS |
| 9 | CHAPTER 1 GENERAL REQUIREMENTS SECTION 101 TITLE, SCOPE AND PURPOSE SECTION 102 APPLICABILITY |
| 10 | SECTION 103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION SECTION 104 SERVICE UTILITIES |
| 11 | SECTION 105 ADMINISTRATION AND ENFORCEMENT |
| 13 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITONS |
| 15 | CHAPTER 3 PRESCRIPTIVE COMPLIANCE METHOD [B] SECTION 301 GENERAL SECTION 302 ADDITIONSâ ALTERATIONS OR REPAIRS |
| 17 | [B] SECTION 303 FIRE ESCAPES B] SECTION 304 GLASS REPLACEMENT SECTION 305 CHANGE OF OCCUPANCY |
| 18 | [B] SECTION 306 HISTORIC BUILDINGS [B] SECTION 307 MOVED STRUCTURES [B] SECTION 308 ACCESSIBILITY FOR EXISTING BUILDINGS |
| 19 | TABLE 308.8.5 RAMPS |
| 21 | CHAPTER 4 CLASSIFICATION OF WORK SECTION 401 GENERAL SECTION 402 REPAIRS SECTION 403 ALTERATIONâLEVEL 1 SECTION 404 ALTERATIONâLEVEL 2 SECTION 405 ALTERATIONâLEVEL 3 SECTION 406 CHANGE OF OCCUPANCY SECTION 407 ADDITIONS SECTION 408 HISTORIC BUILDINGS SECTION 409 RELOCATED BUILDINGS |
| 23 | CHAPTER 5 REPAIRS SECTION 501 GENERAL SECTION 502 BUILDING ELEMENTS AND MATERIALS SECTION 503 FIRE AND LIFE SAFETY PROTECTION SECTION 504 MEANS OF EGRESS SECTION 505 ACCESSIBILITY SECTION 506 STRUCTURAL |
| 24 | TABLE 506.1.1.2 ASCE 41 AND ASCE 31 PERFORMANCE LEVELSa |
| 25 | SECTION 507 ELECTRICAL SECTION 508 MECHANICAL SECTION 509 PLUMBING |
| 27 | CHAPTER 6 ALTERATIONSâLEVEL 1 SECTION 601 GENERAL SECTION 602 BUILDING ELEMENTS AND MATERIALS SECTION 603 FIRE PROTECTION SECTION 604 MEANS OF EGRESS SECTION 605 ACCESSIBILITY |
| 28 | TABLE 605.1.4 RAMPS SECTION 606 STRUCTURAL |
| 29 | SECTION 607 ENERGY CONSERVATION SECTION 608 REROOFING |
| 31 | CHAPTER 7 ALTERATIONSâLEVEL 2 SECTION 701 GENERAL SECTION 702 SPECIAL USE AND OCCUPANCY SECTION 703 BUILDING ELEMENTS AND MATERIALS |
| 33 | SECTION 704 FIRE PROTECTION |
| 35 | SECTION 705 MEANS OF EGRESS |
| 36 | TABLE 705.3.1.1(1) GROUP B, S2 OR M LOCATED ON THE LEVEL OF EXIT DISCHARGE SINGLE EXIT BUILDING |
| 37 | TABLE 705.3.1.1(2) GROUP R-2 OR R-3 SINGLE EXIT BUILDING |
| 41 | SECTION 706 ACCESSIBILITY SECTION 707 STRUCTURAL SECTION 708 ELECTRICAL |
| 42 | SECTION 709 MECHANICAL SECTION 710 PLUMBING SECTION 711 ENERGY CONSERVATION |
| 43 | CHAPTER 8 ALTERATIONSâLEVEL 3 SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY |
| 44 | SECTION 803 BUILDING ELEMENTS AND MATERIALS SECTION 804 FIRE PROTECTION SECTION 805 MEANS OF EGRESS SECTION 806 ACCESSIBILITY |
| 45 | SECTION 807 STRUCTURAL |
| 46 | SECTION 808 ENERGY CONSERVATION |
| 47 | CHAPTER 9 CHANGE OF OCCUPANCY SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY |
| 48 | SECTION 903 BUILDING ELEMENTS AND MATERIALS SECTION 904 FIRE AND LIFE-SAFETY PROTECTION SECTION 905 MEANS OF EGRESS SECTION 906 ACCESSIBILITY SECTION 907 STRUCTURAL TABLE 907.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS FOR BUILDINGS MEETING THE CONDITIONS OF SECTION 907.1, EXCEPTION #2 |
| 49 | SECTION 908 ELECTRICAL SECTION 909 MECHANICAL SECTION 910 PLUMBING |
| 50 | SECTION 911 OTHER REQUIREMENTS SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION |
| 51 | TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES |
| 52 | TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 55 | CHAPTER 10 ADDITIONS SECTION 1001 GENERAL SECTION 1002 HEIGHTS AND AREAS SECTION 1003 STRUCTURAL |
| 56 | SECTION 1004 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4 SECTION 1005 ACCESSIBILITY SECTION 1006 CARBON MONOXIDE ALARMS |
| 57 | CHAPTER 11 HISTORIC BUILDING SECTION 1101 GENERAL SECTION 1102 REPAIRS SECTION 1103 FIRE AND LIFE SAFETY PROTECTION |
| 58 | SECTION 1104 ALTERATIONS |
| 59 | SECTION 1105 CHANGE OF OCCUPANCY |
| 60 | SECTION 1106 STRUCTURAL |
| 61 | CHAPTER 12 RELOCATED OR MOVED BUILDINGS SECTION 1201 GENERAL SECTION 1202 REQUIREMENTS |
| 63 | CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL |
| 64 | EQUATION 13-1 EQUATION 13-2 EQUATION 13-3 |
| 65 | EQUATION 13-4 TABLE 1301.6.3 COMPARTMENTATION VALUES TABLE 1301.6.4 SEPARATION VALUES |
| 66 | TABLE 1301.6.5 CORRIDOR WALL VALUES TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 13-5 |
| 67 | TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES TABLE 1301.6.10 SMOKE CONTROL VALUES |
| 68 | TABLE 1301.6.11 MEANS OF EGRESS VALUES TABLE 1301.6.12 DEAD-END VALUES EQUATION 13-6 |
| 69 | TABLE 1301.6.14 ELEVATOR CONTROL VALUES TABLE 1301.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES TABLE 1301.6.16 MIXED OCCUPANCY VALUESa |
| 70 | TABLE 1301.6.17 SPRINKLER SYSTEM VALUES TABLE 1301.6.18 STANDPIPE SYSTEM VALUES TABLE 1301.6.19 INCIDENTAL USE AREA VALUESa |
| 71 | TABLE 1301.7 SUMMARY SHEETâBUILDING CODE |
| 72 | TABLE 1301.8 MANDATORY SAFETY SCORESa TABLE 1301.9 EVALUATION FORMULASa |
| 73 | CHAPTER 14 CONSTRUCTION SAFEGUARDS SECTION 1401 GENERAL [B] TABLE 1401.6 PROTECTION OF PEDESTRIANS |
| 74 | [B] SECTION 1402 PROTECTION OF ADJOINING PROPERTY [B] SECTION 1403 TEMPORARY USE OF STREETSâ ALLEYS AND PUBLIC PROPERTY SECTION 1404 FIRE EXTINGUISHERS |
| 75 | [B] SECTION 1405 EXITS [F] SECTION 1406 STANDPIPE SYSTEMS [F] SECTION 1407 AUTOMATIC SPRINKLER SYSTEM SECTION 1408 ACCESSIBILITY |
| 77 | CHAPTER 15 REFERENCED STANDARDS ASCE ASHRAE ASME ICC |
| 78 | NFPA |
| 79 | 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 SECTION A103 DEFINITIONS SECTION A104 SYMBOLS AND NOTATIONS |
| 80 | SECTION A105 GENERAL REQUIREMENTS |
| 81 | SECTION A106 MATERIALS REQUIREMENTS |
| 82 | EQUATION A1-1 EQUATION A1-2 EQUATION A1-3 |
| 83 | SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 |
| 84 | EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE |
| 85 | 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 |
| 86 | 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 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 88 | SECTION A114 WALLS OF UNBURNED CLAYâ ADOBE OR STONE MASONRY TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS |
| 89 | TABLE A1-C HORIZONTAL FORCE FACTOR, Cp TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS |
| 90 | TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS |
| 91 | FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN |
| 92 | FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 93 | 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 SECTION A206 ANALYSIS AND DESIGN |
| 95 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 97 | 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 |
| 98 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 100 | TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING |
| 101 | TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b TABLE A3-C NOT USED |
| 102 | FIGURE A3-2 NEW HOLLOW-MASONRY UNIT FOUNDATION WALL |
| 103 | FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION |
| 104 | FIGURE A3-4A SILL PLATE BOLTING IN EXISTING FOUNDATIONâALTERNATE |
| 105 | FIGURE A3-4B SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL FIGURE A3-4C SILL PLATE BOLTING IN EXISTING FOUNDATIONâALTERNATE |
| 106 | FIGURE A3-5 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 107 | FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 108 | FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION |
| 109 | FIGURE A3-8 ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED |
| 110 | FIGURE A3-9 CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL |
| 111 | FIGURE A3-10 FLOOR PLANâCRIPPLE WALL BRACING LAYOUT |
| 113 | CHAPTER A4 EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS |
| 114 | SECTION A403 ANALYSIS AND DESIGN |
| 116 | SECTION A404 PHASED CONSTRUCTION SECTION A405 PRESCRIPTIVE MEASURES FOR A WEAK STORY SECTION A406 MATERIALS OF CONSTRUCTION |
| 117 | SECTION A407 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A408 QUALITY CONTROL |
| 118 | TABLE A4-A ALLOWABLE VALUES FOR EXISTING MATERIALS |
| 119 | CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDING AND CONCRETE WITH MASONRY INFILL BUILDINGS SECTION A501 PURPOSE SECTION A502 SCOPE SECTION A503 DEFINITIONS SECTION A504 SYMBOLS AND NOTATIONS |
| 120 | SECTION A505 GENERAL REQUIREMENTS TABLE A505.1 ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi) TABLE A505.2 ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi) |
| 121 | SECTION A506 SITE GROUND MOTION SECTION A507 TIER 1 ANALYSIS PROCEDURE SECTION A508 TIER 2 ANALYSIS PROCEDURE |
| 122 | TABLE A508.1 COMPONENT STIFFNESS EQUATION A5-4 |
| 123 | SECTION A509 TIER 3 ANALYSIS PROCEDURE EQUATION A5-5 EQUATION A5-6 |
| 125 | EQUATION A5-8 EQUATION A5-9 EQUATION A5-10 EQUATION A5-11 EQUATION A5-12 EQUATION A5-13 EQUATION A5-14 |
| 126 | TABLE A509.4.2 VALUES OF MODIFICATION FACTOR, C0 |
| 128 | SECTION A510 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY |
| 129 | TABLE A5-A BASIC STRUCTURAL CHECKLIST |
| 130 | TABLE A5-Aâcontinued BASIC STRUCTURAL CHECKLIST |
| 131 | TABLE A5-B SUPPLEMENTAL STRUCTURAL CHECKLIST |
| 132 | TABLE A5-Bâcontinued SUPPLEMENTAL STRUCTURAL CHECKLIST TABLE A5-C GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST |
| 133 | TABLE A5-Câcontinued GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST |
| 135 | APPENDIX A REFERENCED STANDARDS ASCE ASTM DOC ICC |
| 137 | APPENDIX B RESERVED |
| 139 | RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS ANDASSEMBLIES PURPOSE 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES |
| 140 | TABLE: TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER FLAME SPREAD SMOKE PRODUCTION DEGREE OF COMBUSTIBILITY 1.2 COMBUSTIBLE CONSTRUCTION TYPES |
| 141 | 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION |
| 142 | FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES |
| 143 | FIGURE 2 PRELIMINARY EVALUATION WORKSHEET 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS |
| 144 | 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION 3.1 THE EXPERIMENTAL APPROACH |
| 145 | 3.2 THE THEORETICAL APPROACH HARMATHYâS TEN RULES |
| 147 | ILLUSTRATION OF HARMATHYâS RULES EXAMPLE APPLICATION OF HARMATHYâS RULES |
| 148 | 3.3 âTHICKNESS DESIGNâ STRATEGY 3.4 EVALUATION OF DOORS |
| 149 | 4 SUMMARY 4.1 4.2 |
| 150 | 4.3 |
| 151 | RESOURCE A APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS |
| 153 | PURPOSE AND PROCEDURE |
| 154 | SECTION I – WALLSâMASONRY FIGURE 1.1.1 0″ TO LESS THAN 4″ THICK WALLS TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 155 | TABLE 1.1.1âcontinued MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 156 | TABLE 1.1.1âcontinued MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 157 | TABLE 1.1.1âcontinued MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 158 | FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 159 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 160 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 161 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 162 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 163 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 164 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 165 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 166 | TABLE 1.1.2âcontinued MASONRY WALLS 4″ TO LESS THAN 6″ THICK FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 167 | TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 168 | TABLE 1.1.3âcontinued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 169 | TABLE 1.1.3âcontinued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 170 | TABLE 1.1.3âcontinued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 171 | TABLE 1.1.3âcontinued MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 172 | TABLE 1.1.3âcontinued MASONRY WALLS 6″ TO LESS THAN 8″ THICK FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 173 | TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 174 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 175 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 176 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 177 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 178 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 179 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 180 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 181 | TABLE 1.1.4âcontinued MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 182 | FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 183 | TABLE 1.1.5âcontinued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 184 | TABLE 1.1.5âcontinued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 185 | TABLE 1.1.5âcontinued MASONRY WALLS 10″ TO LESS THAN 12″ THICK |
| 186 | FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14 THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 187 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 188 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 189 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 190 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 191 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 192 | TABLE 1.1.6âcontinued MASONRY WALLS 12″ TO LESS THAN 14″ THICK |
| 193 | FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK |
| 194 | TABLE 1.1.7âcontinued MASONRY WALLS 14″ OR MORE THICK |
| 195 | TABLE 1.1.7âcontinued MASONRY WALLS 14″ OR MORE THICK |
| 196 | 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 |
| 197 | TABLE 1.2.1âcontinued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 198 | TABLE 1.2.1âcontinued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 199 | TABLE 1.2.1âcontinued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK |
| 200 | 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 |
| 201 | TABLE 1.2.2âcontinued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 202 | TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK |
| 203 | TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK |
| 204 | TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK FIGURE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 205 | TABLE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 206 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 207 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 208 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 209 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 210 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 211 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 212 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK |
| 213 | TABLE 1.3.2âcontinued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK |
| 214 | TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK FIGURE 1.5.1 FINISH RATINGSâINORGANIC MATERIALS |
| 215 | TABLE 1.5.1 FINISH RATINGSâINORGANIC MATERIALS |
| 216 | TABLE 1.5.1âcontinued FINISH RATINGSâINORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGSâORGANIC MATERIALS |
| 217 | SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 218 | TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 219 | TABLE 2.1.2âcontinued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 220 | TABLE 2.1.2âcontinued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 221 | TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 222 | TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 223 | 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″ |
| 224 | TABLE 2.1.5âcontinued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ |
| 225 | TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ |
| 226 | 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″ |
| 227 | TABLE 2.1.7âcontinued 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″ |
| 228 | TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER â 16″ TO LESS THAN 18″ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER â 20″ TO LESS THAN 22″ |
| 229 | FIGURE 2.3 STEEL COLUMNSâGYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNSâGYPSUM ENCASEMENTS |
| 230 | TABLE 2.3âcontinued STEEL COLUMNSâGYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION |
| 231 | TABLE 2.5.1.1 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ TABLE 2.5.1.2 STEEL COLUMNSâCONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK |
| 232 | FIGURE 2.5.1.3 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.1.3 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ |
| 233 | TABLE 2.5.1.3âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ FIGURE 2.5.1.4 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 234 | TABLE 2.5.1.4 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 235 | TABLE 2.5.1.4âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 236 | TABLE 2.5.1.4âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 237 | TABLE 2.5.1.4âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 238 | TABLE 2.5.1.4âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ FIGURE 2.5.1.5 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 239 | TABLE 2.5.1.5 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 240 | TABLE 2.5.1.5âcontinued STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ FIGURE 2.5.1.6 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 241 | TABLE 2.5.1.6 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 242 | TABLE 2.5.1.7 STEEL COLUMNSâCONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ |
| 243 | TABLE 2.5.2.1 STEEL COLUMNSâBRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.2.2 STEEL COLUMNSâBRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 244 | TABLE 2.5.2.3 STEEL COLUMNSâBRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.3.1 STEEL COLUMNSâPLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ |
| 245 | TABLE 2.5.3.2 STEEL COLUMNSâPLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.1 STEEL COLUMNSâMISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ TABLE 2.5.4.2 STEEL COLUMNSâMISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ |
| 246 | TABLE 2.5.4.3 STEEL COLUMNSâMISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.4.4 STEEL COLUMNSâMISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 247 | SECTION IIIâFLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 248 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 249 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 250 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 251 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 252 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 253 | TABLE 3.1âcontinued FLOOR/CEILING ASSEMBLIESâREINFORCED CONCRETE |
| 254 | FIGURE 3.2 FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 255 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 256 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 257 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 258 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIES – STEEL STRUCTURAL ELEMENTS |
| 259 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 260 | TABLE 3.2âcontinued FLOOR/CEILING ASSEMBLIESâSTEEL STRUCTURAL ELEMENTS |
| 261 | FIGURE 3.3 FLOOR/CEILING ASSEMBLIES â WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 262 | TABLE 3.3âcontinued FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 263 | TABLE 3.3âcontinued FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 264 | TABLE 3.3âcontinued FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 265 | TABLE 3.3âcontinued FLOOR/CEILING ASSEMBLIES-WOOD JOIST |
| 266 | FIGURE 3.4 FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 267 | TABLE 3.4âcontinued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 269 | SECTION IVâBEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 270 | TABLE 4.1.1âcontinued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 271 | TABLE 4.1.1âcontinued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ |
| 272 | TABLE 4.1.2âcontinued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ |
| 273 | TABLE 4.1.2âcontinued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ |
| 274 | TABLE 4.1.3âcontinued REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ 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″ |
| 275 | SECTION VâDOORS FIGURE 5.1âRESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 276 | TABLE 5.1âcontinued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 277 | TABLE 5.1âcontinued RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 279 | RESOURCE A BIBLIOGRAPHY |
| 287 | INDEX |
