NY ExistingBuildingCode 07 2007
$29.25
Existing Building Code of New York State
| Published By | Publication Date | Number of Pages |
| NY | 2007 | 294 |
Based on the 2003 International Existing Building Code®, This code provides provisions for improving and upgrading existing buildings to conserve resources and history.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | EXISTING BUILDING CODE OF NEW YORK STATE 2007 |
| 2 | COPYRIGHT © 2007 |
| 3 | ACKNOWLEDGMENTS |
| 5 | TABLE OF CONTENTS |
| 9 | CHAPTER 1 GENERAL REQUIREMENTS SECTION 101 TITLE, SCOPE AND PURPOSE SECTION 102 APPLICABILITY SECTION 103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION |
| 10 | SECTION 104 SERVICE UTILITIES SECTION 105 ADMINISTRATION AND ENFORCEMENT |
| 11 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 13 | CHAPTER 3 CLASSIFICATION OF WORK SECTION 301 GENERAL SECTION 302 REPAIRS SECTION 303 ALTERATION—LEVEL 1 SECTION 304 ALTERATION—LEVEL 2 SECTION 305 ALTERATION—LEVEL 3 SECTION 306 CHANGE OF OCCUPANCY SECTION 307 ADDITIONS SECTION 308 HISTORIC BUILDINGS SECTION 309 RELOCATED BUILDINGS |
| 15 | CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 SPECIAL USE AND OCCUPANCY SECTION 403 BUILDING ELEMENTS AND MATERIALS SECTION 404 FIRE PROTECTION SECTION 405 MEANS OF EGRESS SECTION 406 ACCESSIBILITY SECTION 407 STRUCTURAL |
| 16 | TABLE 407.1.1.2 IBC SEISMIC USE GROUP EQUIVALENTS TO FEMA 356 AND ASCE 31 PERFORMANCE LEVELSa SECTION 408 ELECTRICAL |
| 17 | SECTION 409 MECHANICAL [P] SECTION 410 PLUMBING |
| 19 | CHAPTER 5 ALTERATIONS—LEVEL 1 SECTION 501 GENERAL SECTION 502 SPECIAL USE AND OCCUPANCY SECTION 503 BUILDING ELEMENTS AND MATERIALS SECTION 504 FIRE PROTECTION SECTION 505 MEANS OF EGRESS SECTION 506 ACCESSIBILITY |
| 20 | TABLE 506.1.4 RAMPS SECTION 507 STRUCTURAL |
| 23 | CHAPTER 6 ALTERATIONS—LEVEL 2 SECTION 601 GENERAL SECTION 602 SPECIAL USE AND OCCUPANCY SECTION 603 BUILDING ELEMENTS AND MATERIALS |
| 25 | SECTION 604 FIRE PROTECTION |
| 27 | SECTION 605 MEANS OF EGRESS |
| 28 | TABLE 605.3.1.1(1) |
| 29 | TABLE 605.3.1.1(2) |
| 32 | SECTION 606 ACCESSIBILITY |
| 33 | SECTION 607 STRUCTURAL SECTION 608 ELECTRICAL |
| 34 | SECTION 609 MECHANICAL SECTION 610 PLUMBING |
| 35 | CHAPTER 7 ALTERATIONS—LEVEL 3 SECTION 701 GENERAL SECTION 702 SPECIAL USE AND OCCUPANCY |
| 36 | SECTION 703 BUILDING ELEMENTS AND MATERIALS SECTION 704 FIRE PROTECTION SECTION 705 MEANS OF EGRESS SECTION 706 ACCESSIBILITY SECTION 707 STRUCTURAL |
| 39 | CHAPTER 8 CHANGE OF OCCUPANCY SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY |
| 40 | SECTION 803 BUILDING ELEMENTS AND MATERIALS SECTION 804 FIRE PROTECTION SECTION 805 MEANS OF EGRESS SECTION 806 ACCESSIBILITY SECTION 807 STRUCTURAL TABLE 807.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS FOR BUILDINGS MEETING THE CONDITIONS OF SECTION 807.1 EXCEPTION #2 |
| 41 | SECTION 808 ELECTRICAL |
| 42 | SECTION 809 MECHANICAL SECTION 810 PLUMBING SECTION 811 OTHER REQUIREMENTS SECTION 812 CHANGE OF OCCUPANCY CLASSIFICATION |
| 43 | TABLE 812.4.1 HAZARD CATEGORIES AND CLASSIFICATIONS: LIFE SAFETY AND EXITS |
| 44 | TABLE 812.4.2 HAZARD CATEGORIES AND CLASSIFICATIONS: HEIGHTS AND AREAS TABLE 812.4.3 HAZARD CATEGORIES AND CLASSIFICATIONS: EXPOSURE OF EXTERIOR WALLS |
| 47 | CHAPTER 9 ADDITIONS SECTION 901 GENERAL SECTION 902 HEIGHTS AND AREAS SECTION 903 STRUCTURAL |
| 48 | SECTION 904 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4 SECTION 905 ACCESSIBILITY |
| 49 | CHAPTER 10 HISTORIC BUILDINGS SECTION 1001 GENERAL SECTION 1002 REPAIRS SECTION 1003 FIRE SAFETY |
| 50 | SECTION 1004 ALTERATIONS |
| 51 | SECTION 1005 CHANGE OF OCCUPANCY |
| 52 | SECTION 1006 STRUCTURAL |
| 53 | CHAPTER 11 RELOCATED OR MOVED BUILDINGS SECTION 1101 GENERAL SECTION 1102 REQUIREMENTS |
| 55 | CHAPTER 12 COMPLIANCE ALTERNATIVES SECTION 1201 GENERAL |
| 56 | (EQUATION 12-1) (EQUATION 12-2) (EQUATION 12-3) |
| 57 | (EQUATION 12-4) TABLE 1201.6.3 COMPARTMENTATION VALUES |
| 58 | TABLE 1201.6.4 SEPARATION VALUES TABLE 1201.6.5 CORRIDOR WALL VALUES (EQUATION 12-5) |
| 59 | TABLE 1201.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1201.6.6(2) CONSTRUCTION-TYPE FACTOR TABLE 1201.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1201.6.9 FIRE ALARM SYSTEM VALUES |
| 60 | TABLE 1201.6.10 SMOKE CONTROL VALUES TABLE 1201.6.11 MEANS OF EGRESS VALUES |
| 61 | TABLE 1201.6.12 DEAD-END VALUES (EQUATION 12-6) TABLE 1201.6.14 ELEVATOR CONTROL VALUES |
| 62 | TABLE 1201.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES TABLE 1201.6.16 MIXED OCCUPANCY VALUESa TABLE 1201.6.17 SPRINKLER SYSTEM VALUES |
| 63 | TABLE 1201.6.18 STANDPIPE SYSTEM VALUES TABLE 1201.6.19 INCIDENTAL USE AREA VALUESa |
| 64 | TABLE 1201.7 SUMMARY SHEET—BUILDING CODE |
| 65 | TABLE 1201.8 MANDATORY SAFETY SCORESa TABLE 1201.9 EVALUATION FORMULASa |
| 67 | CHAPTER 13 CONSTRUCTION SAFEGUARDS SECTION 1301 GENERAL [B] TABLE 1301.6 PROTECTION OF PEDESTRIANS |
| 68 | [B] SECTION 1302 PROTECTION OF ADJOINING PROPERTY [B] SECTION 1303 TEMPORARY USE OF STREETS, ALLEYS ANDPUBLIC PROPERTY SECTION 1304 FIRE EXTINGUISHERS |
| 69 | [B] SECTION 1305 EXITS [F] SECTION 1306 STANDPIPE SYSTEMS [F] SECTION 1307 AUTOMATIC SPRINKLER SYSTEM SECTION 1308 ACCESSIBILITY |
| 71 | CHAPTER 14 REFERENCED STANDARDS ASCE ASHRAE ASME DOJ |
| 72 | DOTn FEMA ICC NFPA |
| 75 | 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 |
| 76 | SECTION A105 GENERAL REQUIREMENTS |
| 77 | SECTION A106 MATERIALS REQUIREMENTS |
| 78 | (EQUATION A1-1) (EQUATION A1-2) (EQUATION A1-3) |
| 79 | SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS (EQUATION A1-4) (EQUATION A1-5) |
| 80 | (EQUATION A1-6) SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE (EQUATION A1-7) SECTION A111 SPECIAL PROCEDURE |
| 81 | (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) |
| 82 | (EQUATION A1-17) (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) |
| 83 | SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 84 | SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER |
| 85 | TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS |
| 86 | TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USEDIN 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 |
| 87 | FIGURE A1-1ACCEPTABLE DIAPHRAGM SPAN |
| 88 | FIGURE A1-2ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 89 | CHAPTER A2 EARTHQUAKE HAZARD REDUCTIONIN EXISTING REINFORCED CONCRETE AND REINFORCEDMASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201PURPOSE SECTION A202 SCOPE SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS SECTION A206 ANALYSIS AND DESIGN |
| 91 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 93 | CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENINGOF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS |
| 94 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 97 | TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING TABLE A3–B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE1,2 TABLE A3–C—RESERVED |
| 98 | FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 99 | FIGURE A3-2—NEW HOLLOW-MASONRY UNIT FOUNDATION WALL |
| 100 | FIGURE A3-3—SILL PLATE BOLTING TO EXISTING FOUNDATION |
| 101 | FIGURE A3-4A—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE |
| 102 | FIGURE A3-4B—SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALLAND FRAMING PARALLEL TO THE FOUNDATION WALL FIGURE A3-4C—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE |
| 103 | FIGURE A3-5—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON EXTERIOR FACE OF CRIPPLE STUDS |
| 104 | FIGURE A3-6—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON INTERIOR FACE OF CRIPPLE STUDS |
| 105 | FIGURE A3-7—PARTIAL CRIPPLE STUD WALL ELEVATION |
| 106 | FIGURE A3-8—ALTERNATE BLOCKING WHERE RIM JOIST ORBLOCKING HAS BEEN OMITTED |
| 107 | FIGURE A3-9—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL |
| 108 | FIGURE A3-10—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL |
| 109 | CHAPTER A4 EARTHQUAKE HAZARD REDUCTIONIN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGSWITH SOFT, WEAK OR OPEN-FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS |
| 110 | SECTION A403 ANALYSIS AND DESIGN |
| 112 | SECTION A404 GENERAL REQUIREMENTSFOR PHASED CONSTRUCTION SECTION A405 PRESCRIPTIVE MEASURESFOR WEAK STORY |
| 113 | SECTION A406 MATERIALS OF CONSTRUCTION SECTION A407 REQUIRED INFORMATION ON PLANS |
| 114 | SECTION A408 QUALITY CONTROL |
| 115 | TABLE A4-A—BUILDING SYSTEM TABLE A4-B—LATERAL-FORCE-RESISTING SYSTEM1 |
| 116 | TABLE A4-C—CONNECTIONS1 TABLE A4-D—DIAPHRAGMS1 TABLE A4-E—ALLOWABLE VALUES FOR EXISTING MATERIALS |
| 117 | CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETEBUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS SECTION A501 PURPOSE SECTION A502 SCOPE SECTION A503 DEFINITIONS SECTION A504 SYMBOLS AND NOTATIONS |
| 118 | SECTION A505 GENERAL REQUIREMENTS TABLE A505.1—ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE |
| 119 | TABLE A505.2—ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi) SECTION A506 SITE GROUND MOTION SECTION A507 TIER 1 ANALYSIS PROCEDURE |
| 120 | (EQUATION A5-1) (EQUATION A5-2) (EQUATION A5-3) |
| 121 | TABLE A508.1—COMPONENT STIFFNESS SECTION A508 TIER 2 ANALYSIS PROCEDURE |
| 122 | (EQUATION A5-4) SECTION A509 TIER 3 ANALYSIS PROCEDURE |
| 123 | (EQUATION A5-5) (EQUATION A5-6) (EQUATION A5-7) |
| 124 | (EQUATION A5-8) (EQUATION A5-9) (EQUATION A5-10) (EQUATION A5-11) |
| 125 | (EQUATION A5-12) (EQUATION A5-13) (EQUATION A5-14) |
| 126 | TABLE A509.4.2—VALUES OF MODIFICATION FACTOR, C0 |
| 127 | SECTION A510 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY |
| 129 | TABLE A5-A—BASIC STRUCTURAL CHECKLIST |
| 130 | TABLE A5-A—BASIC STRUCTURAL CHECKLIST—(Continued) |
| 131 | TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST |
| 132 | TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST—(Continued) |
| 133 | TABLE A5-C—GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST |
| 135 | APPENDIX A REFERENCED STANDARDS ASTM DOC FEMA ICC |
| 137 | APPENDIX B RESERVED |
| 139 | RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION |
| 140 | PURPOSE 1 FIRE-RELATED PERFORMANCE OF ARCHAICMATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER |
| 141 | 1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION |
| 143 | FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES |
| 145 | FIGURE 2 PRELIMINARY EVALUATION WORKSHEET 2.2 FIRE RESISTANCE OF EXISTINGBUILDING ELEMENTS |
| 146 | 2.3 EFFECTS OF PENETRATIONS IN FIRERESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION 3.1 THE EXPERIMENTAL APPROACH |
| 147 | 3.2 THE THEORETICAL APPROACH |
| 149 | DIAGRAMMATIC ILLUSTRATION OF TEN RULES |
| 150 | 3.3 “THICKNESS DESIGN” STRATEGY |
| 151 | 3.4 EVALUATION OF DOORS 4 SUMMARY |
| 152 | FIGURE 3 MODIFICATION DETAILS |
| 155 | APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS |
| 157 | PURPOSE AND PROCEDURE |
| 158 | SECTION I – WALLS FIGURE 1.1.1—WALLS—MASONRY0″ TO LESS THAN 4″ THICK TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK |
| 159 | TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued) |
| 160 | TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued) |
| 161 | TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued) |
| 162 | FIGURE 1.1.2—WALLS—MASONRY 4″ TO LESS THAN 6″ THICK TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK |
| 163 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 164 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 165 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 166 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 167 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 168 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 169 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 170 | TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 171 | FIGURE 1.1.3—WALLS—MASONRY 6″ TO LESS THAN 8″ THICK TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK |
| 172 | TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued) |
| 173 | TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued) |
| 174 | TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued) |
| 175 | TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued) |
| 176 | TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued) |
| 177 | FIGURE 1.1.4—WALLS—MASONRY 8″ TO LESS THAN 10″ THICK TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK |
| 178 | TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued) |
| 179 | TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued) |
| 180 | TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued) |
| 181 | TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued) |
| 182 | TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued) |
| 183 | TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued) |
| 184 | TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued) |
| 185 | TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued) |
| 186 | FIGURE 1.1.5—WALLS—MASONRY 10″ TO LESS THAN 12″ THICK TABLE 1.1.5—WALLS—MAS |
| 187 | TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued) |
| 188 | TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued) |
| 189 | TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued) |
| 190 | FIGURE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK |
| 191 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 192 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 193 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 194 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 195 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 196 | TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued) |
| 197 | FIGURE 1.1.7—WALLS—MASONRY 14″ OR MORE TH TABLE 1.1.7—WALLS—MASONRY 14″ OR MORE THICK |
| 198 | TABLE 1.1.7—WALLS—MASONRY 14″ OR MORE THICK—(Continued) |
| 199 | TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—(Continued) |
| 200 | FIGURE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK |
| 201 | TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued) |
| 202 | TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued) |
| 203 | TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued) |
| 204 | FIGURE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK TABLE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK |
| 205 | TABLE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK—(Continued) |
| 206 | TABLE 1.2.3—WALLS—METAL FRAME 6″ TO LESS THAN 8″ THICK |
| 207 | TABLE 1.2.4—WALLS—METAL FRAME 8″ TO LESS THAN 10″ THICK |
| 208 | TABLE 1.3.1—WOOD FRAME WALLS0″ TO LESS THAN 4″ THICK |
| 209 | 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 |
| 210 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 211 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 212 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 213 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 214 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 215 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 216 | TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued) |
| 217 | TABLE 1.3.3—WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1—WALLS—MISCELLANEOUS MATERIALS 0″ TO LESS THAN 4″ THICK |
| 218 | TABLE 1.4.2—WALLS—MISCELLANEOUS MATERIALS 4″ TO LESS THAN 6″ THICK |
| 219 | FIGURE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS |
| 220 | TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS—(Continued) TABLE 1.5.2—FINISH RATINGS—ORGANIC MATERIAL |
| 221 | 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″ |
| 222 | TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ |
| 223 | TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued) |
| 224 | TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued) |
| 225 | TABLE 2.1.3—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 226 | TABLE 2.1.4—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 227 | 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″ |
| 228 | TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″—(Continued) |
| 229 | TABLE 2.1.6—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ |
| 230 | 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″ |
| 231 | TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″—(Continued) TABLE 2.1.8—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ |
| 232 | 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″ |
| 233 | TABLE 2.2—ROUND CAST IRON COLUMNS |
| 234 | FIGURE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS |
| 235 | TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS—(Continued) TABLE 2.4—TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ |
| 236 | TABLE 2.5.1.2—STEEL COLUMNS—CONCRETE ENCASEMENTS6″ TO LESS THAN 8″ THICK |
| 237 | 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″ |
| 238 | TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8″ TO LESS THAN 10″—(Continued) |
| 239 | 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″ |
| 240 | TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Contin |
| 241 | TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued) |
| 242 | TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued) |
| 243 | TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued) |
| 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 1 |
| 245 | TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″—(Continued) |
| 246 | FIGURE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ |
| 247 | TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″—(Continued) TABLE 2.5.1.7—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ |
| 248 | TABLE 2.5.2.1—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.2.2—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 1 |
| 249 | TABLE 2.5.2.3—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.3.1—STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ |
| 250 | 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″ TABLE 2.5.4.2—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ |
| 251 | 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—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued) |
| 254 | TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued) |
| 255 | TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued) |
| 256 | TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued) |
| 257 | TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued) |
| 258 | FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS |
| 259 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued) |
| 260 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued) |
| 261 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued) |
| 262 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued) |
| 263 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued) |
| 264 | TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—( |
| 265 | FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST |
| 266 | TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued) |
| 267 | TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued) |
| 268 | TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued) |
| 269 | TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued) |
| 270 | FIGURE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 271 | TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE |
| 272 | TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—(Continued) |
| 273 | SECTION IV—BEAMS TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ |
| 274 | TABLE 4.1.1—REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″—(Continued) |
| 275 | TABLE 4.1.1—REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″—(Cont |
| 276 | TABLE 4.1.2—REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″ |
| 277 | TABLE 4.1.2—REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″—(Continued) |
| 278 | TABLE 4.1.3—REINFORCED CONCRETE BEAMSDEPTH 14″ TO LESS THAN 16″ |
| 279 | TABLE 4.2.1—REINFORCED CONCRETE BEAMS—UNPROTECTEDDEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2—STEEL BEAMS—CONCRETE PROTECTIONDEPTH 10″ TO LESS THAN 12″ |
| 280 | SECTION V—DOORS FIGURE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE |
| 281 | TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—(Continued) |
| 282 | TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—(Continue |
| 283 | BIBLIOGRAPHY |
| 291 | INDEX |
