NY NYC BuildingCode 2022 1stptg
$73.75
New York City Building Code
| Published By | Publication Date | Number of Pages |
| NY | 2022 | 1095 |
This is a fully integrated custom code based on the 2015 International Building Code. Effective date: November 7, 2022.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2022 NEW YORK CITY BUILDING CODE |
| 2 | 2022 NEW YORK CITY BUILDING CODE TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | DEDICATION |
| 6 | NEW YORK CITY CONSTRUCTION CODES PREFACE |
| 8 | ACKNOWLEDGEMENTS |
| 16 | TITLE 28 OF THE NEW YORK CITY ADMINISTRATIVE CODE INCLUDING THE NEW YORK CITY CONSTRUCTION CODES |
| 17 | TITLE 28 NEW YORK CITY CONSTRUCTION CODES CHAPTER 7 THE NEW YORK CITY BUILDING CODE ARTICLE 701 ENACTMENT AND UPDATE OF THE NEW YORK CITY BUILDING CODE |
| 18 | TABLE OF CONTENTS |
| 28 | CHAPTER 1 ADMINISTRATION SECTION BC 101 GENERAL SECTION BC 102 APPLICABILITY |
| 29 | SECTION BC 103 DEPARTMENT OF BUILDINGS SECTION BC 104 DUTIES AND POWERS OF COMMISSIONER OF BUILDINGS SECTION BC 105 APPROVALS SECTION BC 106 PERMITS |
| 30 | SECTION BC 107 CONSTRUCTION DOCUMENTS |
| 35 | SECTION BC 108 TEMPORARY STRUCTURES AND USES SECTION BC 109 FEES SECTION BC 110 INSPECTIONS |
| 36 | SECTION BC 111 CERTIFICATE OF OCCUPANCY SECTION BC 112 SERVICE UTILITIES SECTION BC 113 RESERVED SECTION BC 114 VIOLATIONS SECTION BC 115 STOP WORK ORDER SECTION BC 116 UNSAFE STRUCTURES AND EQUIPMENT |
| 38 | CHAPTER 2 DEFINITIONS SECTION BC 201 GENERAL |
| 39 | SECTION BC 202 DEFINITIONS |
| 43 | EQUATION 2-1 EQUATION 2-2 EQUATION 2-3 |
| 84 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION BC 301 GENERAL SECTION BC 302 CLASSIFICATION SECTION BC 303 ASSEMBLY GROUP A |
| 85 | SECTION BC 304 BUSINESS GROUP B SECTION BC 305 EDUCATIONAL GROUP E |
| 86 | SECTION BC 306 FACTORY GROUP F |
| 87 | SECTION BC 307 HIGH-HAZARD GROUP H |
| 88 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 89 | TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, q |
| 90 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 92 | SECTION BC 308 INSTITUTIONAL GROUP I |
| 94 | SECTION BC 309 MERCANTILE GROUP M SECTION BC 310 RESIDENTIAL GROUP R |
| 95 | SECTION BC 311 STORAGE GROUP S |
| 96 | SECTION BC 312 UTILITY AND MISCELLANEOUS GROUP U |
| 98 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION BC 401 SCOPE SECTION BC 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 101 | EQUATION 4-1 |
| 102 | SECTION BC 403 HIGH-RISE BUILDINGS |
| 103 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 106 | SECTION BC 404 ATRIUMS |
| 107 | SECTION BC 405 UNDERGROUND BUILDINGS AND SPACES |
| 108 | SECTION BC 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 110 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 114 | SECTION BC 407 GROUP I-2 |
| 117 | SECTION BC 408 GROUP I-3 |
| 119 | SECTION BC 409 MOTION PICTURE PROJECTION ROOMS |
| 120 | SECTION BC 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 123 | SECTION BC 411 SPECIAL AMUSEMENT BUILDINGS |
| 124 | SECTION BC 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 126 | TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 127 | TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION BC 413 COMBUSTIBLE STORAGE SECTION BC 414 HAZARDOUS MATERIALS |
| 128 | TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 129 | TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa |
| 130 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 131 | SECTION BC 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 133 | TABLE 415.6.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 134 | TABLE 415.6.2 DETACHED BUILDING REQUIRED |
| 136 | TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 141 | SECTION BC 416 APPLICATION OF FLAMMABLE FINISHES |
| 142 | SECTION BC 417 DRYING ROOMS SECTION BC 418 ORGANIC COATINGS SECTION BC 419 RESERVED SECTION BC 420 GROUPS I-1, R-1, R-2, R-3 |
| 143 | SECTION BC 421 HYDROGEN FUEL GAS ROOMS SECTION BC 422 AMBULATORY CARE FACILITIES |
| 144 | SECTION BC 423 STORM SHELTERS SECTION BC 424 CHILDREN’S PLAY STRUCTURES |
| 145 | SECTION BC 425 HYPERBARIC FACILITIES SECTION BC 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE SECTION BC 427 NONPRODUCTION CHEMICAL LABORATORIES |
| 148 | SECTION BC 428 USES AND OCCUPANCIES INVOLVING RADIOACTIVE MATERIALS AND RADIATION-PRODUCING EQUIPMENT |
| 150 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS; SEPARATION OF OCCUPANCIES SECTION BC 501 GENERAL SECTION BC 502 DEFINITIONS SECTION BC 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS |
| 151 | SECTION BC 504 BUILDING HEIGHT AND NUMBER OF STORIES |
| 152 | TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 153 | TABLE 504.3a—continued ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 154 | TABLE 504.4a, b—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 155 | SECTION BC 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 156 | SECTION BC 506 BUILDING AREA MODIFICATIONS TABLE 506.2a ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET |
| 157 | TABLE 506.2a—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET |
| 158 | TABLE 506.2a—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET EQUATION 5-1 |
| 159 | EQUATION 5-2 EQUATION 5-3 EQUATION 5-4 |
| 160 | EQUATION 5-5 SECTION BC 507 UNLIMITED AREA BUILDINGS |
| 162 | SECTION BC 508 MIXED USE AND OCCUPANCY |
| 163 | SECTION BC 509 INCIDENTAL USES |
| 164 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION BC 510 SPECIAL PROVISIONS |
| 165 | TABLE 509c INCIDENTAL USES |
| 168 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION BC 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION BC 602 CONSTRUCTION CLASSIFICATION |
| 169 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 170 | SECTION BC 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 172 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION BC 701 GENERAL SECTION BC 702 DEFINITIONS SECTION BC 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 173 | SECTION BC 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 175 | SECTION BC 705 EXTERIOR WALLS |
| 176 | TABLE 705.2 MINIMUM SETBACK DISTANCE OF PROJECTION EQUATION 7-1 |
| 177 | FIGURE 705.7 EQUIVALENT OPENING FACTOR EQUATION 7-2 |
| 178 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTIONm |
| 180 | SECTION BC 706 FIRE WALLS |
| 181 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 182 | SECTION BC 707 FIRE BARRIERS |
| 183 | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 184 | SECTION BC 708 FIRE PARTITIONS |
| 185 | SECTION BC 709 SMOKE BARRIERS SECTION BC 710 SMOKE PARTITIONS |
| 186 | SECTION BC 711 HORIZONTAL ASSEMBLIES |
| 187 | SECTION BC 712 VERTICAL OPENINGS |
| 188 | SECTION BC 713 SHAFT ENCLOSURES |
| 191 | SECTION BC 714 PENETRATIONS |
| 193 | SECTION BC 715 FIRE-RESISTANT JOINT SYSTEMS |
| 194 | SECTION BC 716 OPENING PROTECTIVES |
| 195 | TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 197 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 199 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS SECTION BC 717 DUCTS AND AIR TRANSFER OPENINGS |
| 200 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 205 | SECTION BC 718 CONCEALED SPACES |
| 208 | SECTION BC 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION BC 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 209 | SECTION BC 721 PRESCRIPTIVE FIRE RESISTANCE |
| 210 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 211 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 212 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 213 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 214 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 215 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 216 | TABLE 720.1(2)721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 217 | TABLE 720.1(2)721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 218 | TABLE 720.1(2)721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 219 | TABLE 720.1(2)721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 220 | TABLE 720.1(2)721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p |
| 221 | TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 222 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 223 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 224 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 225 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 226 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 227 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 228 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 229 | SECTION BC 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD BEARING OR NONLOAD-BEARING EQUATION 7-3 |
| 230 | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-4 TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 |
| 231 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 232 | TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 233 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 234 | TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb |
| 235 | TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 236 | EQUATION 7-6 |
| 237 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) |
| 238 | TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF Rn0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pla |
| 239 | TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-8 EQUATION 7-9 EQUATION 7-10 EQUATION 7-11 |
| 240 | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(2)—continued FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 241 | FIGURE 722.5.1(3)—continued FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARDa FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
| 242 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 243 | TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 244 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 245 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 246 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 247 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 248 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 249 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa FIGURE 722.5.1(6)(c)‡ TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa FIGURE 722.5.1(6)(c)‡ TABLE 722.5.1(8)—continued MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa FIGURE 722.5.1(6)(c)‡ TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)‡ |
| 250 | TABLE 722.5.1(9)—continued MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)‡ TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)‡ TABLE 722.5.1(10)—continued MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)‡ EQUATION 7-12 |
| 251 | EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 |
| 252 | EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17 |
| 253 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME |
| 254 | TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 256 | CHAPTER 8 INTERIOR FINISHES SECTION BC 801 GENERAL SECTION BC 802 DEFINITIONS SECTION BC 803 WALL AND CEILING FINISHES |
| 258 | TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 259 | SECTION BC 804 INTERIOR FLOOR FINISH SECTION BC 805 COMBUSTIBLE FLOORING MATERIALS IN TYPES I AND II CONSTRUCTION |
| 260 | SECTION BC 806 DECORATIVE MATERIALS AND TRIM SECTION BC 807 INSULATION SECTION BC 808 ACOUSTICAL CEILING SYSTEMS |
| 262 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION BC 901 GENERAL |
| 264 | SECTION BC 902 DEFINITIONS |
| 265 | SECTION BC 903 AUTOMATIC SPRINKLER SYSTEMS |
| 267 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 270 | TABLE 903.2.11.10 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 271 | TABLE 903.2.11.10—continued ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 274 | SECTION BC 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 276 | SECTION BC 905 STANDPIPE SYSTEMS |
| 281 | SECTION BC 906 PORTABLE FIRE EXTINGUISHERS SECTION BC 907 FIRE ALARM AND DETECTION SYSTEMS |
| 291 | TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 292 | SECTION BC 908 EMERGENCY ALARM SYSTEMS |
| 293 | SECTION BC 909 SMOKE CONTROL SYSTEMS |
| 295 | EQUATION 9-1 |
| 302 | SECTION BC 910 SMOKE AND HEAT REMOVAL |
| 303 | EQUATION 9-2 EQUATION 9-3 |
| 304 | SECTION BC 911 FIRE COMMAND CENTER SECTION BC 912 FIRE DEPARTMENT CONNECTIONS |
| 305 | SECTION BC 913 FIRE PUMPS |
| 306 | SECTION BC 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION BC 915 CARBON MONOXIDE DETECTION |
| 308 | SECTION BC 916 FIRE DEPARTMENT IN-BUILDING AUXILIARY RADIO COMMUNICATION SYSTEM (ARCS) SECTION BC 917 POST-FIRE SMOKE PURGE SYSTEMS |
| 310 | SECTION BC 918 GAS DETECTION SYSTEMS |
| 312 | CHAPTER 10 MEANS OF EGRESS SECTION BC 1001 ADMINISTRATION SECTION BC 1002 DEFINITIONS |
| 313 | SECTION BC 1003 GENERAL MEANS OF EGRESS |
| 314 | SECTION BC 1004 OCCUPANT LOAD |
| 315 | TABLE 1004.1.3 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 316 | TABLE 1004.1.3—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1004.1.3—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 317 | SECTION BC 1005 MEANS OF EGRESS SIZING |
| 318 | SECTION BC 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 319 | TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY |
| 320 | TABLE 1006.3.2 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT |
| 321 | SECTION BC 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION BC 1008 MEANS OF EGRESS ILLUMINATION |
| 323 | SECTION BC 1009 ACCESSIBLE MEANS OF EGRESS |
| 326 | SECTION BC 1010 DOORS, GATES AND TURNSTILES |
| 327 | TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 335 | SECTION BC 1011 STAIRWAYS |
| 340 | SECTION BC 1012 RAMPS |
| 341 | SECTION BC 1013 EXIT SIGNS |
| 342 | SECTION BC 1014 HANDRAILS |
| 343 | SECTION BC 1015 GUARDS |
| 345 | SECTION BC 1016 EXIT ACCESS |
| 346 | SECTION BC 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa |
| 347 | SECTION BC 1018 AISLES SECTION BC 1019 EXIT ACCESS STAIRWAYS AND RAMPS |
| 348 | SECTION BC 1020 CORRIDORS TABLE 1020.1.1 INTERIOR CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.1.2 PUBLIC CORRIDOR FIRE-RESISTANCE RATING |
| 349 | TABLE 1020.2 MINIMUM CORRIDOR WIDTH SECTION BC 1021 EGRESS BALCONIES |
| 350 | SECTION BC 1022 EXITS SECTION BC 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 352 | SECTION BC 1024 EXIT PASSAGEWAYS |
| 353 | SECTION BC 1025 LUMINOUS EGRESS PATH MARKINGS |
| 356 | SECTION BC 1026 HORIZONTAL EXITS |
| 357 | SECTION BC 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 358 | SECTION BC 1028 EXIT DISCHARGE |
| 360 | SECTION BC 1029 ASSEMBLY |
| 362 | TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 363 | TABLE 1029.7 TRAVEL DISTANCE |
| 365 | TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 369 | SECTION BC 1030 EMERGENCY ESCAPE AND RESCUE |
| 370 | SECTION BC 1031 SIGNAGE |
| 372 | CHAPTER 11 ACCESSIBILITY SECTION BC 1101 GENERAL |
| 373 | SECTION BC 1102 DEFINITIONS SECTION BC 1103 SCOPING REQUIREMENTS |
| 374 | SECTION BC 1104 ACCESSIBLE ROUTE |
| 376 | SECTION BC 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.8 PUBLIC ENTRANCE WITH POWER-OPERATED DOORS SECTION BC 1106 PARKING AND PASSENGER LOADING FACILITIES |
| 377 | TABLE 1106.7.3 VALET AND ATTENDED ACCESSIBLE PARKING SPACES |
| 378 | SECTION BC 1107 DWELLING UNITS AND SLEEPING UNITS |
| 380 | FIGURE 1107.2.2.7.3.1 SIDEWALL GRAB BAR LOCATION |
| 381 | FIGURE 1107.2.2.7.6 DISPENSER OUTLET LOCATION |
| 385 | TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS |
| 386 | SECTION BC 1108 SPECIAL OCCUPANCIES |
| 387 | TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES |
| 388 | TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS |
| 389 | TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION BC 1109 OTHER FEATURES AND FACILITIES |
| 395 | TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES |
| 396 | SECTION BC 1110 RECREATIONAL FACILITIES |
| 397 | TABLE 1110.4.9.1 BOAT SLIPS |
| 398 | SECTION BC 1111 SIGNAGE FIGURE 1111.1 DYNAMIC ACCESSIBILITY SYMBOL |
| 400 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION BC 1201 GENERAL SECTION BC 1202 DEFINITIONS SECTION BC 1203 VENTILATION |
| 401 | TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL |
| 404 | SECTION BC 1204 TEMPERATURE AND HUMIDITY CONTROL |
| 405 | TABLE 1204.1 MINIMUM SPACE TEMPERATURE REQUIREMENTS SECTION BC 1205 LIGHTING |
| 407 | SECTION BC 1206 YARDS AND COURTS |
| 408 | SECTION BC 1207 SOUND TRANSMISSION TABLE 1207.2.1 MAXIMUM SOUND PRESSURE LEVELS FOR MACHINE ROOMS ADJACENT TO DWELLING UNITS, MEASURED IN THE DWELLING UNIT |
| 409 | SECTION BC 1208 INTERIOR SPACE DIMENSIONS |
| 410 | SECTION BC 1209 ACCESS TO UNOCCUPIED SPACES SECTION BC 1210 TOILET AND BATHROOM REQUIREMENTS |
| 411 | SECTION BC 1211 KITCHENS AND KITCHENETTES SECTION BC 1212 RODENTPROOFING SECTION BC 1213 REFUSE AND RECYCLABLE STORAGE |
| 414 | CHAPTER 13 ENERGY EFFICIENCY SECTION BC 1301 GENERAL |
| 416 | CHAPTER 14 EXTERIOR WALLS SECTION BC 1401 GENERAL SECTION BC 1402 DEFINITIONS SECTION BC 1403 PERFORMANCE REQUIREMENTS |
| 418 | SECTION BC 1404 MATERIALS SECTION BC 1405 INSTALLATION OF WALL COVERINGS |
| 419 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 423 | SECTION BC 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 424 | TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS |
| 425 | SECTION BC 1407 METAL COMPOSITE MATERIALS (MCM) |
| 426 | SECTION BC 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) |
| 427 | SECTION BC 1409 HIGH-PRESSURE DECORATIVE EXTERIOR GRADE COMPACT LAMINATES (HPL) SECTION BC 1410 PLASTIC COMPOSITE DECKING |
| 428 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION BC 1501 GENERAL SECTION BC 1502 DEFINITIONS SECTION BC 1503 WEATHER PROTECTION |
| 429 | SECTION BC 1504 PERFORMANCE REQUIREMENTS TABLE 1504.1.1 CLASSIFICATION OF ASPHALT SHINGLES |
| 430 | SECTION BC 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 431 | SECTION BC 1506 MATERIALS SECTION BC 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 432 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 434 | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT |
| 435 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 436 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 437 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 438 | TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 439 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 440 | TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS |
| 441 | SECTION BC 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION BC 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION BC 1510 ROOFTOP STRUCTURES |
| 443 | SECTION BC 1511 REROOFING |
| 444 | SECTION BC 1512 SOLAR PHOTOVOLTAIC PANELS/MODULES AND REQUIRED SUSTAINABLE ROOFING ZONES |
| 446 | CHAPTER 16 STRUCTURAL DESIGN SECTION BC 1601 GENERAL SECTION BC 1602 DEFINITIONS AND NOTATIONS |
| 447 | SECTION BC 1603 CONSTRUCTION DOCUMENTS |
| 448 | SECTION BC 1604 GENERAL DESIGN REQUIREMENTS |
| 449 | TABLE 1604.3 DEFLECTION LIMITS |
| 450 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 451 | SECTION BC 1605 LOAD COMBINATIONS |
| 452 | EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 |
| 453 | EQUATION 16-21 EQUATION 16-22 EQUATION 16-23 EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 SECTION BC 1606 DEAD LOADS SECTION BC 1607 LIVE LOADS |
| 454 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADS |
| 455 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADSg ‡ |
| 456 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADSg ‡ |
| 457 | TABLE 1607.5 EQUIVALENT UNIFORM PARTITION LOADS |
| 459 | EQUATION 16-30 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 460 | EQUATION 16-31 EQUATION 16-32 EQUATION 16-33 EQUATION 16-34 EQUATION 16-35 EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 |
| 462 | SECTION BC 1608 SNOW LOADS SECTION BC 1609 WIND LOADS |
| 463 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d |
| 464 | TABLE 1609.3 BASIC DESIGN WIND SPEED EQUATION 16-40 |
| 465 | TABLE 1609.3.2 SERVICEABILITY DESIGN WIND SPEED |
| 466 | FIGURE 1609.4.3(1) NEW YORK CITY WIND EXPOSURE: MANHATTAN SHORELINE |
| 467 | FIGURE 1609.4.3(2) NEW YORK CITY WIND EXPOSURE: BRONX SHORELINE |
| 468 | FIGURE 1609.4.3(3) NEW YORK CITY WIND EXPOSURE: BROOKLYN SHORELINE |
| 469 | FIGURE 1609.4.3(4) NEW YORK CITY WIND EXPOSURE: QUEENS SHORELINE |
| 470 | FIGURE 1609.4.3(5) NEW YORK CITY WIND EXPOSURE: STATEN ISLAND SHORELINE |
| 471 | EQUATION 16-45 |
| 472 | TABLE 1609.7 NET PRESSURE COEFFICIENT, (GCPN) FOR ATTACHED CANOPIES ON BUILDINGS WITH H>60 FT FIGURE 1609.7 SCHEMATIC OF ATTACHED CANOPY ON BUILDINGS WITH h > 60 FT EQUATION 16-42 SECTION BC 1610 SOIL LATERAL LOADS SECTION BC 1611 RAIN LOADS EQUATION 16-43 |
| 473 | TABLE 1610.1 LATERAL SOIL LOAD SECTION BC 1612 FLOOD LOADS SECTION BC 1613 EARTHQUAKE LOADS |
| 474 | EQUATION 16-44 EQUATION 16-45 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS |
| 475 | TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT Fv AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD EQUATION 16-46 EQUATION 16-47 EQUATION 16-48 EQUATION 16-49 EQUATION 16-50 |
| 476 | TABLE 1613.3.4.1 SITE CLASSIFICATION TABLE 1613.3.5 SEISMIC DESIGN CATEGORY |
| 477 | TABLE 1613.5 DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS |
| 478 | TABLE 1613.5—continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS |
| 479 | TABLE 1613.5—continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS |
| 480 | TABLE 1613.5—continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS |
| 481 | SECTION BC 1614 ATMOSPHERIC ICE LOADS SECTION BC 1615 STRUCTURAL INTEGRITY DEFINITIONS SECTION BC 1616 STRUCTURAL INTEGRITY—PRESCRIPTIVE REQUIREMENTS |
| 482 | SECTION BC 1617 STRUCTURAL INTEGRITY—KEY ELEMENT ANALYSIS TABLE 1617.8.3 RESPONSE RATIO AND ROTATION LIMITS |
| 483 | SECTION BC 1618 STRUCTURAL PEER REVIEW |
| 484 | SECTION 1619 TEMPORARY STRUCTURES AND TEMPORARY CONSTRUCTION INSTALLATIONS |
| 488 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION BC 1701 GENERAL SECTION BC 1702 DEFINITIONS SECTION BC 1703 APPROVALS SECTION BC 1704 RESPONSIBILITIES FOR SPECIAL INSPECTIONS AND TESTS |
| 491 | SECTION BC 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 492 | TABLE 1705.2 REQUIRED SPECIAL INSPECTION OF STEEL CONSTRUCTION |
| 493 | TABLE 1705.2—continued REQUIRED SPECIAL INSPECTION OF STEEL CONSTRUCTION‡ |
| 494 | TABLE 1705.2.6 REQUIRED SPECIAL INSPECTION OF COLD-FORMED STEEL CONSTRUCTION |
| 495 | TABLE 1705.2.6—continued REQUIRED SPECIAL INSPECTION OF COLD-FORMED STEEL CONSTRUCTION TABLE 1705.2.7 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 496 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 497 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 498 | TABLE 1705.4.1 LEVEL B REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION |
| 499 | TABLE 1705.4.1—continued LEVEL B REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION TABLE 1705.4.3 LEVEL C REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION |
| 500 | TABLE 1705.4.3—continued LEVEL C REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION |
| 502 | TABLE 1705.5.6 REQUIRED SPECIAL INSPECTIONS OF TYPE IV CONSTRUCTION UTILIZING CROSS-LAMINATED TIMBER OR STRUCTURAL COMPOSITE LUMBER TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS OF SUBSURFACE CONDITIONS |
| 503 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DEEP FOUNDATION ELEMENTS |
| 504 | TABLE 1705.7.1 REQUIRED SPECIAL INSPECTIONS OF DRIVEN AND VIBRATED DEEP FOUNDATION ELEMENTS TABLE 1705.7.2 REQUIRED SPECIAL INSPECTIONS OF DRILLED DEEP FOUNDATION ELEMENTS TABLE 1705.7.3 REQUIRED SPECIAL INSPECTIONS OF DRIVEN OR DRILLED CAST-IN-PLACE DEEP FOUNDATION ELEMENTS TABLE 1705.8.1 REQUIRED SPECIAL INSPECTIONS OF PRESTRESSED SOIL AND ROCK ANCHORS |
| 505 | TABLE 1705.8.1—continued REQUIRED SPECIAL INSPECTIONS OF PRESTRESSED SOIL AND ROCK ANCHORS |
| 516 | TABLE 1705.37 REQUIRED VERIFICATION AND INSPECTION OF POST-INSTALLED ANCHORS SECTION BC 1706 DESIGN STRENGTHS OF MATERIALS |
| 517 | SECTION BC 1707 ALTERNATIVE TEST PROCEDURE SECTION BC 1708 IN-SITU LOAD TESTS SECTION BC 1709 PRECONSTRUCTION LOAD TESTS |
| 518 | SECTION BC 1710 TEST SAFE LOAD SECTION BC 1711 MATERIAL AND TEST STANDARDS |
| 520 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION BC 1801 GENERAL SECTION BC 1802 GENERAL SECTION BC 1803 GEOTECHNICAL INVESTIGATIONS AND MATERIAL CLASSIFICATIONS |
| 523 | TABLE 1803.3 UNIFIED SOIL CLASSIFICATION |
| 525 | SECTION BC 1804 EXCAVATION, GRADING AND FILL |
| 526 | SECTION BC 1805 DAMPPROOFING AND WATERPROOFING |
| 527 | SECTION BC 1806 ALLOWABLE LOAD-BEARING VALUES OF SOILS AND ROCK |
| 528 | TABLE 1806.1 ALLOWABLE BEARING PRESSURES |
| 529 | SECTION BC 1807 RETAINING WALLS AND OTHER RETAINING STRUCTURES SECTION BC 1808 RESERVED |
| 530 | SECTION BC 1809 SHALLOW FOUNDATIONS |
| 532 | SECTION BC 1810 DEEP FOUNDATIONS |
| 534 | TABLE 1810.2.13 MINIMUM CONCRETE COVER FOR CAST IN PLACE AND PRECAST CONCRETE PILESa |
| 536 | TABLE 1810.4.1.3 BASIC MAXIMUM ALLOWABLE PILE LOADS |
| 539 | TABLE 1810.8 ALLOWABLE AXIAL STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTSa |
| 541 | SECTION BC 1811 DRIVEN DEEP FOUNDATIONS |
| 542 | TABLE 1811.3(a) MINIMUM DRIVING RESISTANCE AND MINIMUM HAMMER ENERGY FOR STEEL H-PILES, PIPE PILES, PRECAST AND CAST-IN-PLACE CONCRETE PILES AND COMPOSITE PILES TABLE 1811.3(b) MINIMUM DRIVING RESISTANCE AND HAMMER ENERGY FOR TIMBER PILES |
| 544 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 |
| 545 | EQUATION 18-4 EQUATION 18-5 |
| 546 | SECTION BC 1812 CAST-IN-PLACE CONCRETE PILES |
| 547 | EQUATION 18-6 |
| 551 | SECTION BC 1813 COMPOSITE PILES SECTION BC 1814 HELICAL PILES |
| 553 | SECTION BC 1815 PERMANENT PRESTRESSED ROCK AND SOIL ANCHORS |
| 554 | SECTION BC 1816 LIQUEFACTION ANALYSIS TABLE 1816.2.1 VALUES OF MAXIMUM CONSIDERED EARTHQUAKE MEAN (MCEG) PEAK GROUND ACCELERATIONS ADJUSTED FOR SITE CLASS EFFECTS, PGAM |
| 555 | FIGURE 1816.1 LIQUEFACTION ASSESSMENT DIAGRAM SECTION BC 1817 UNDERPINNING AND ALTERNATE METHODS OF SUPPORT OF BUILDINGS AND ADJACENT PROPERTY |
| 560 | SECTION BC 1818 GEOTECHNICAL PEER REVIEW |
| 562 | CHAPTER 19 CONCRETE SECTION BC 1901 GENERAL SECTION BC 1902 DEFINITIONS SECTION BC 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 563 | SECTION BC 1904 DURABILITY REQUIREMENTS TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH |
| 564 | TABLE 1904.4.2 REQUIREMENTS FOR CONCRETE EXPOSED TO DEICING CHEMICALS SECTION BC 1905 CONCRETE QUALITY, MIXING AND PLACING |
| 570 | SECTION BC 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION BC 1907 DETAILS OF REINFORCEMENT |
| 572 | SECTION BC 1908 MODIFICATIONS TO ACI 318 |
| 575 | SECTION BC 1909 STRUCTURAL PLAIN CONCRETE SECTION BC 1910 MINIMUM SLAB PROVISIONS SECTION BC 1911 SHOTCRETE |
| 576 | SECTION BC 1912 STRUCTURAL INTEGRITY REQUIREMENTS |
| 577 | SECTION BC 1913 ASPHALT PAVING |
| 580 | CHAPTER 20 ALUMINUM SECTION BC 2001 GENERAL SECTION BC 2002 MATERIALS SECTION BC 2003 ADDITIONAL REQUIREMENTS |
| 582 | CHAPTER 21 MASONRY SECTION BC 2101 GENERAL SECTION BC 2102 DEFINITIONS AND NOTATIONS |
| 583 | SECTION BC 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 584 | SECTION BC 2104 CONSTRUCTION |
| 585 | SECTION BC 2105 QUALITY ASSURANCE SECTION BC 2106 SEISMIC DESIGN SECTION BC 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 586 | SECTION BC 2108 STRENGTH DESIGN OF MASONRY SECTION BC 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS |
| 587 | TABLE 2109.4.3 MINIMUM THICKNESS OF MASONRY PARTITIONS SECTION BC 2110 GLASS UNIT MASONRY SECTION BC 2111 MASONRY FIREPLACES TABLE 2111.1 REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYSa |
| 588 | FIGURE 2111.1 FIREPLACE AND CHIMNEY DETAILS |
| 590 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 591 | SECTION BC 2112 MASONRY HEATERS SECTION BC 2113 MASONRY CHIMNEYS |
| 594 | EQUATION 21-2 TABLE 2113.9 “F” FACTOR FOR DETERMINING CHIMNEY DISTANCES |
| 597 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa |
| 598 | TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZESa FIGURE 2113.19 ILLUSTRATION OF EXCEPTION TO CHIMNEY CLEARANCE PROVISION |
| 599 | SECTION BC 2114 STRUCTURAL INTEGRITY REQUIREMENTS |
| 600 | CHAPTER 22 STEEL SECTION BC 2201 GENERAL SECTION BC 2202 DEFINITIONS SECTION BC 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION BC 2204 CONNECTIONS SECTION BC 2205 STRUCTURAL STEEL |
| 601 | SECTION BC 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION BC 2207 STEEL JOISTS |
| 602 | SECTION BC 2208 STEEL CABLE STRUCTURES SECTION BC 2209 STEEL STORAGE RACKS |
| 603 | SECTION BC 2210 COLD-FORMED STEEL SECTION BC 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 604 | SECTION BC 2212 MINIMUM THICKNESS OF METAL SECTION BC 2213 STRUCTURAL INTEGRITY REQUIREMENTS |
| 606 | CHAPTER 23 WOOD SECTION BC 2301 GENERAL SECTION BC 2302 DEFINITIONS SECTION BC 2303 MINIMUM STANDARDS AND QUALITY |
| 611 | SECTION BC 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 612 | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 613 | TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) |
| 614 | TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS |
| 615 | TABLE 2304.9.3.2.1 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 616 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 617 | TABLE 2304.10.1—continuedF ASTENING SCHEDULE |
| 618 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 619 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 621 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 623 | SECTION BC 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS |
| 624 | EQUATION 23-1 TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP EQUATION 23-2 SECTION BC 2306 ALLOWABLE STRESS DESIGN |
| 625 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 626 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 627 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 628 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 629 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY |
| 630 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION BC 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION BC 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 631 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 632 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b, c, d FOR EXTERIOR BEARING WALLS |
| 633 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b, c, d FOR EXTERIOR BEARING WALLS |
| 634 | TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS |
| 635 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 636 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360) |
| 637 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 638 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360) |
| 639 | FIGURE 2308.4.2.4 JOIST BORING AND NOTCHING LIMITS |
| 640 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 641 | FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc |
| 643 | FIGURE 2308.5.8 WALL BORING AND NOTCHING LIMITS |
| 644 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 645 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 646 | TABLE 2308.6.3(1) BRACING METHODS |
| 647 | TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING |
| 648 | TABLE 2308.6.3(5) HARDBOARD SIDING |
| 649 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 650 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 651 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 652 | FIGURE 2308.6.8.2(1) ROOF IN SDC D NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D BEYOND BRACED WALL LINE |
| 653 | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 655 | TABLE 2308.7.1(1) CEILING- JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 656 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240) |
| 657 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 658 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240) |
| 659 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 660 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180) |
| 661 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 662 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 663 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 664 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 665 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 666 | TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 667 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 668 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 669 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 670 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 671 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 672 | TABLE 2308.7.3.1—continued RAFTER TIE CONNECTIONSg TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS |
| 674 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 675 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING SECTION BC 2309 WOOD FRAME CONSTRUCTION MANUAL |
| 676 | CHAPTER 24 GLASS AND GLAZING SECTION BC 2401 GENERAL SECTION BC 2402 DEFINITIONS SECTION BC 2403 GENERAL REQUIREMENTS FOR GLASS SECTION BC 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS |
| 677 | EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 |
| 678 | EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION BC 2405 SLOPED GLAZING AND SKYLIGHTS |
| 679 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION BC 2406 SAFETY GLAZING |
| 680 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 681 | SECTION BC 2407 GLASS IN HANDRAILS AND GUARDS |
| 682 | SECTION BC 2408 GLAZING IN ATHLETIC FACILITIES SECTION BC 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION BC 2410 MARKING OF TRANSPARENT DOORS AND FIXED ADJACENT TRANSPARENT SIDELITES |
| 684 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION BC 2501 GENERAL SECTION BC 2502 DEFINITIONS SECTION BC 2503 RESERVED SECTION BC 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION BC 2505 SHEAR WALL CONSTRUCTION SECTION BC 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS |
| 685 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION BC 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION BC 2508 GYPSUM CONSTRUCTION |
| 686 | TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 687 | SECTION BC 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION BC 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 688 | SECTION BC 2511 INTERIOR PLASTER TABLE 2511.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION BC 2512 EXTERIOR PLASTER |
| 689 | TABLE 2512.6 CEMENT PLASTERS SECTION BC 2513 EXPOSED AGGREGATE PLASTER SECTION BC 2514 REINFORCED GYPSUM CONCRETE |
| 690 | CHAPTER 26 PLASTIC SECTION BC 2601 GENERAL SECTION BC 2602 DEFINITIONS SECTION BC 2603 FOAM PLASTIC INSULATION |
| 694 | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP |
| 695 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION BC 2604 INTERIOR FINISH AND TRIM |
| 696 | TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION BC 2605 PLASTIC VENEER SECTION BC 2606 LIGHT-TRANSMITTING PLASTICS |
| 698 | SECTION BC 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION BC 2608 LIGHT-TRANSMITTING PLASTIC GLAZING |
| 699 | SECTION BC 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION BC 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 700 | SECTION BC 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION BC 2612 PLASTIC COMPOSITES |
| 701 | SECTION BC 2613 FIBER-REINFORCED POLYMER SECTION BC 2614 REFLECTIVE PLASTIC CORE INSULATION |
| 704 | CHAPTER 27 ELECTRICAL SECTION BC 2701 GENERAL SECTION BC 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 708 | CHAPTER 28 MECHANICAL SYSTEMS SECTION BC 2801 GENERAL |
| 710 | CHAPTER 29 PLUMBING SYSTEMS SECTION BC 2901 GENERAL |
| 712 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION BC 3001 GENERAL |
| 713 | SECTION BC 3002 HOISTWAY ENCLOSURES |
| 714 | SECTION BC 3003 EMERGENCY OPERATIONS |
| 715 | SECTION BC 3004 CONVEYING SYSTEMS |
| 716 | SECTION BC 3005 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES AND CONTROL ROOMS SECTION BC 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 717 | SECTION BC 3007 FIRE SERVICE ACCESS ELEVATOR |
| 718 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 719 | SECTION BC 3008 OCCUPANT EVACUATION ELEVATORS |
| 721 | SECTION BC 3009 SERVICE EQUIPMENT CERTIFICATES SECTION BC 3010 ELEVATOR, AMUSEMENT AND OTHER DEVICE OPERATORS SECTION BC 3011 ELEVATOR BEING SERVICED, REPAIRED, INSPECTED OR TESTED |
| 722 | SECTION BC 3012 ACCIDENTS SECTION BC 3013 EXISTING INSTALLATIONS SECTION BC 3014 INSPECTION AND TESTING |
| 724 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION BC 3101 GENERAL SECTION BC 3102 MEMBRANE STRUCTURES |
| 726 | SECTION BC 3103 TEMPORARY STRUCTURES SECTION BC 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 728 | SECTION BC 3105 AWNINGS, CANOPIES AND SUN CONTROL DEVICES SECTION BC 3106 MARQUEES SECTION BC 3107 SIGNS SECTION BC 3108 RADIO, TELEVISION, AND TELECOMMUNICATIONS TOWERS AND ANTENNAS |
| 729 | SECTION BC 3109 SWIMMING POOLS, SWIMMING POOL ENCLOSURES, AND SAFETY DEVICES |
| 732 | SECTION BC 3110 AUTOMATIC VEHICULAR GATES SECTION BC 3111 SIDEWALK CAFÉS |
| 733 | SECTION BC 3112 FENCES SECTION BC 3113 PHOTOVOLTAIC PANELS AND MODULES SECTION BC 3114 LARGE WIND TURBINES |
| 734 | SECTION BC 3115 SMALL WIND TURBINES |
| 736 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION BC 3201 GENERAL SECTION BC 3202 ENCROACHMENTS |
| 742 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION OR DEMOLITION SECTION BC 3301 GENERAL |
| 744 | FIGURE 3301.9.1.4(1) FENCE PROJECT INFORMATION PANEL TEXT DETAIL |
| 745 | FIGURE 3301.9.1.4(2) FENCE PROJECT INFORMATION PANEL LAYOUT FIGURE 3301.9.1.4(3) FENCE PROJECT INFORMATION PANEL LAYOUT FOR SMALL LOTS |
| 746 | FIGURE 3301.9.2.1 SIDEWALK SHED PARAPET INFORMATION PANEL LAYOUT |
| 747 | FIGURE 3301.9.2.2 PANEL POSTING ELEVATION DIAGRAM |
| 752 | SECTION BC 3302 DEFINITIONS |
| 754 | SECTION BC 3303 SAFEGUARDS AND MAINTENANCE OF SITE |
| 766 | SECTION BC 3304 SOIL AND FOUNDATION WORK |
| 768 | TABLE 3304.4.1 MINIMUM SIZES OF TIMBER BRACING AND TIMBER SHEET PILING FOR TRENCHES NOT EXCEEDING 10 FEET (3048 MM) IN DEPTH AND 15 FEET (4572 MM) IN WIDTH |
| 769 | TABLE 3304.4.2 MAXIMUM ALLOWABLE SLOPES AND STEPS |
| 771 | SECTION BC 3305 MATERIAL PLACEMENT AND INSTALLATION |
| 773 | TABLE 3305.3.2.3 MINIMUM LATERAL PRESSURES TO BE ASSUMED FOR FRESH CONCRETE WEIGHING 150 POUNDS PER CUBIC FOOT |
| 779 | SECTION BC 3306 DEMOLITION |
| 786 | SECTION BC 3307 PROTECTION OF PEDESTRIANS |
| 795 | SECTION BC 3308 UNENCLOSED PERIMETER PROTECTION |
| 801 | SECTION BC 3309 PROTECTION OF ADJOINING PROPERTY |
| 805 | SECTION BC 3310 REQUIREMENTS FOR THE CONSTRUCTION OR DEMOLITION OF MAJOR BUILDINGS |
| 809 | SECTION BC 3311 EXPLOSIVE POWERED AND PROJECTILE TOOLS |
| 810 | SECTION BC 3312 EXPLOSIVES AND BLASTING SECTION BC 3313 FLAMMABLE AND COMBUSTIBLE MIXTURES, COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SECTION BC 3314 SCAFFOLDS |
| 817 | TABLE 3314.4.4.12 MINIMUM DISTANCES FROM POWER LINES |
| 819 | TABLE 3314.5.2 MAXIMUM PERMISSIBLE SPANS FOR 2-INCH PLANK USED ON SCAFFOLDS |
| 825 | TABLE 3314.12.1(1) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE LIGHT DUTY SCAFFOLDS |
| 826 | TABLE 3314.12.1(2) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE MEDIUM DUTY SCAFFOLDS |
| 827 | TABLE 3314.12.1(3) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE HEAVY DUTY SCAFFOLDS |
| 828 | TABLE 3314.12.1(4) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE LIGHT DUTY SCAFFOLDS |
| 829 | TABLE 3314.12.1(5) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE MEDIUM DUTY SCAFFOLDS |
| 830 | TABLE 3314.12.1(6) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE HEAVY DUTY SCAFFOLDS TABLE 3314.12.3 SIZE AND NUMBER OF NAILS REQUIRED FOR SCAFFOLD CONSTRUCTION |
| 833 | SECTION BC 3315 STRUCTURAL RAMPS, RUNWAYS, AND PLATFORMS |
| 834 | SECTION BC 3316 HOISTING EQUIPMENT AND MATERIAL HANDLING EQUIPMENT |
| 839 | SECTION BC 3317 MATERIAL HOISTS AND BUCKET HOISTS SECTION BC 3318 PERSONNEL HOISTS SECTION BC 3319 CRANES AND DERRICKS |
| 844 | TABLE 3319.13 WIND MEASUREMENT REQUIREMENTS FOR CRANES AND DERRICKS |
| 845 | SECTION BC 3320 ADDITIONAL REQUIREMENTS FOR CERTAIN MATERIAL HANDLING EQUIPMENT |
| 846 | SECTION BC 3321 CONSTRUCTION SITE SAFETY TRAINING |
| 848 | CHAPTER 34 RESERVED |
| 850 | CHAPTER 35 REFERENCED STANDARDS SECTION BC 3501 GENERAL SECTION BC 3502 STANDARDS AA AAMA AASHTO |
| 851 | ACI AISC AISI |
| 852 | AMCA ANSI |
| 853 | APA API APSP |
| 854 | AREMA ASABE ASCE/SEI |
| 855 | ASME ASTM |
| 862 | AWC AWCI |
| 863 | AWPA AWS AWWA BHMA CEN |
| 864 | CGSB CPA CPSC CSA |
| 865 | CSSB DASMA DOC DOJ |
| 866 | DOL DOT DOTn FEMA |
| 867 | FM GA HPVA HUD |
| 868 | ICC IEC ISO |
| 869 | ITU NAAMM NCMA NFPA |
| 871 | PCI PTI RCSC RMI |
| 872 | SBCA SDI SJI SPRI |
| 873 | TIA TMS TPI UL |
| 875 | ULC USC WCLIB WDMA |
| 876 | APPENDIX A RESERVED |
| 878 | APPENDIX B RESERVED |
| 880 | APPENDIX C RESERVED |
| 882 | APPENDIX D FIRE DISTRICTS SECTION BC D101 GENERAL SECTION BC D102 BUILDING RESTRICTIONS SECTION BC D103 CHANGES TO BUILDINGS SECTION BC D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION BC D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 883 | SECTION BC D106 FIRE DISTRICT MAPS FOR THE BOROUGHS OF STATEN ISLAND (RICHMOND COUNTY) AND QUEENS |
| 884 | FIGURE D106.1(1) FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 885 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 886 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 887 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 888 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 889 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 890 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 891 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 892 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 893 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 894 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 895 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 896 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 897 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 898 | FIGURE D106.1(1)—continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) |
| 899 | FIGURE D106.1(2) FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 900 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 901 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 902 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 903 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 904 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 905 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 906 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 907 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 908 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 909 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 910 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 911 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 912 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 913 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 914 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 915 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 916 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 917 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 918 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 919 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 920 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 921 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 922 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 923 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 924 | FIGURE D106.1(2)—continued FIRE DISTRICT MAPS BOROUGH OF QUEENS |
| 926 | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION BC E101 GENERAL SECTION BC E102 DEFINITIONS SECTION BC E103 ACCESSIBLE ROUTE SECTION BC E104 SPECIAL OCCUPANCIES TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES |
| 927 | SECTION BC E105 OTHER FEATURES AND FACILITIES SECTION BC E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES |
| 928 | SECTION BC E107 SIGNAGE SECTION BC E108 RESERVED SECTION BC E109 TRANSPORTATION FACILITIES AND STATIONS |
| 929 | SECTION BC E110 RESERVED SECTION BC E111 REFERENCED STANDARDS |
| 932 | APPENDIX F RODENTPROOFING SECTION BC F101 GENERAL SECTION BC F102 PROTECTION |
| 934 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION BC G101 PURPOSE AND OBJECTIVES SECTION BC G102 APPLICABILITY |
| 937 | SECTION BC G103 ADMINISTRATION |
| 938 | SECTION BC G104 PERMITS |
| 940 | SECTION BC G105 VARIANCES |
| 941 | SECTION BC G106 CERTIFICATES OF OCCUPANCY SECTION BC G107 PERIODIC, PROGRESS AND SPECIAL INSPECTION REQUIREMENTS |
| 942 | SECTION BC G201 DEFINITIONS |
| 944 | SECTION BC G301 CONSTRUCTION STANDARDS SECTION BC G302 SUBDIVISIONS SECTION BC G303 SITE IMPROVEMENT |
| 945 | SECTION BC G304 POST-FIRM CONSTRUCTION, HORIZONTAL ENLARGEMENTS AND SUBSTANTIAL IMPROVEMENTS |
| 950 | SECTION BC G305 MANUFACTURED HOMES SECTION BC G306 RECREATIONAL VEHICLES SECTION BC G307 TANKS |
| 951 | SECTION BC G308 OTHER BUILDING WORK |
| 952 | SECTION BC G309 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION BC G310 UTILITY AND MISCELLANEOUS GROUP U SECTION BC G311 HAZARDOUS SUBSTANCES |
| 953 | SECTION BC G312 RETROACTIVE REQUIREMENTS SECTION BC G401 REFERENCED STANDARDS |
| 954 | SECTION BC G402 STANDARDS SECTION BC G501 MODIFICATIONS TO REFERENCED STANDARDS |
| 955 | TABLE 1-1 FLOOD DESIGN CLASS OF BUILDINGS AND STRUCTURES |
| 956 | TABLE 2-1 MINIMUM ELEVATION OF THE TOP OF LOWEST FLOOR FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH-HAZARD AREASa, COASTAL A-ZONESa TABLE 4-1 MINIMUM ELEVATION OF BOTTOM OF LOWEST SUPPORTING HORIZONTAL STRUCTURAL MEMBER OF LOWEST FLOOR COASTAL HIGH-HAZARD AREAS AND COASTAL A-ZONES TABLE 5-1 MINIMUM ELEVATION BELOW WHICH FLOOD-DAMAGE-RESISTANT MATERIALS SHALL BE USED TABLE 6-1 MINIMUM ELEVATION OF FLOOD PROOFING FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH-HAZARD AREASa |
| 960 | TABLE 7-1 MINIMUM ELEVATION OF ATTENDANT UTILITIES AND EQUIPMENT |
| 961 | SECTION BC G601 RESERVED SECTION BC G701 RESERVED SECTION BC G801 RESERVED SECTION BC G901 RESERVED SECTION BC G1001 RESERVED SECTION BC G1101 RESERVED |
| 962 | APPENDIX H OUTDOOR SIGNS SECTION BC H101 GENERAL SECTION BC H102 DEFINITIONS SECTION BC H103 LOCATION SECTION BC H104 IDENTIFICATION SECTION BC H105 DESIGN AND CONSTRUCTION |
| 963 | SECTION BC H106 ELECTRICAL SECTION BC H107 MATERIAL LIMITATIONS |
| 964 | SECTION BC H108 ANIMATED DEVICES SECTION BC H109 GROUND SIGNS SECTION BC H110 ROOF SIGNS SECTION BC H111 WALL SIGNS SECTION BC H112 PROJECTING SIGNS |
| 965 | TABLE H112.6 THICKNESS OF PROJECTING SIGNS SECTION BC H113 MARQUEE SIGNS SECTION BC H114 FLEXIBLE FABRIC SIGNS |
| 967 | SECTION BC H115 PORTABLE SIGNS SECTION BC H116 TEMPORARY SIGNS SECTION BC H117 REFERENCED STANDARDS |
| 968 | APPENDIX I RESERVED |
| 970 | APPENDIX J RESERVED |
| 972 | APPENDIX K MODIFIED INDUSTRY STANDARDS FOR ELEVATORS AND CONVEYING SYSTEMS CHAPTER K1 MODIFICATIONS TO ASME A17.1-2013, SAFETY CODE FOR ELEVATORS AND ESCALATORS PART 1 GENERAL SECTION 1.1 SCOPE SECTION 1.2 PURPOSE AND EXCEPTIONS SECTION 1.3 DEFINITIONS |
| 973 | PART 2 ELECTRIC ELEVATORS SECTION 2.1 CONSTRUCTION OF HOISTWAYS AND HOISTWAY ENCLOSURES SECTION 2.2 PITS SECTION 2.5 HORIZONTAL CAR AND COUNTER WEIGHT CLEARANCES |
| 974 | SECTION 2.7 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS FIGURE Q-2 |
| 975 | SECTION 2.8 EQUIPMENT IN HOISTWAYS, MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS SECTION 2.11 PROTECTION OF HOISTWAY OPENINGS |
| 976 | SECTION 2.12 HOISTWAY DOOR LOCKING DEVICES AND ELECTRIC CONTACTS, AND HOISTWAY ACCESS SWITCHES |
| 977 | SECTION 2.13 POWER OPERATION OF HOISTWAY DOORS AND CAR DOORS SECTION 2.14 CAR ENCLOSURES, CAR DOORS AND GATES, AND CAR ILLUMINATION |
| 979 | SECTION 2.15 CAR FRAMES AND PLATFORMS SECTION 2.16 CAPACITY AND LOADING |
| 980 | SECTION 2.18 SPEED GOVERNORS SECTION 2.20 SUSPENSION MEANS AND THEIR CONNECTIONS SECTION 2.21 COUNTERWEIGHTS SECTION 2.22 BUFFERS AND BUMPERS |
| 981 | SECTION 2.24 DRIVING MACHINES AND SHEAVES SECTION 2.25 TERMINAL STOPPING DEVICES SECTION 2.26 OPERATING DEVICES AND CONTROL EQUIPMENT |
| 982 | SECTION 2.27 EMERGENCY OPERATION AND SIGNALING DEVICES |
| 986 | FIGURE 2.27.3.1.6(h) VISUAL SIGNAL |
| 989 | FIGURE 2.27.3.3.7 PANEL LAYOUT |
| 995 | SECTION 2.28 LAYOUT DRAWINGS SECTION 2.29 IDENTIFICATION |
| 996 | PART 3 HYDRAULIC ELEVATORS SECTION 3.7 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS SECTION 3.16 CAPACITY AND LOADING SECTION 3.26 OPERATING DEVICES AND CONTROL EQUIPMENT PART 4 ELEVATORS WITH OTHER TYPES OF DRIVING MACHINES SECTION 4.3 HAND ELEVATORS PART 5 SPECIAL APPLICATION ELEVATORS SECTION 5.2 LIMITED-USE/LIMITED-APPLICATION ELEVATORS |
| 997 | SECTION 5.3 PRIVATE RESIDENCE ELEVATORS |
| 999 | SECTION 5.4 PRIVATE RESIDENCE INCLINED ELEVATORS SECTION 5.5 POWER SIDEWALK ELEVATORS SECTION 5.12 OUTSIDE EMERGENCY ELEVATORS PART 6 ESCALATORS AND MOVING WALKS SECTION 6.1 ESCALATORS |
| 1001 | SECTION 6.2 MOVING WALKS |
| 1003 | PART 7 DUMBWAITERS AND MATERIAL LIFTS SECTION 7.1 POWER AND HAND DUMBWAITERS WITHOUT AUTOMATIC TRANSFER DEVICES SECTION 7.4 MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES SECTION 7.5 ELECTRIC MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES SECTION 7.6 HYDRAULIC MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES SECTION 7.7 AUTOMATIC TRANSFER DEVICES SECTION 7.9 ELECTRIC MATERIAL LIFTS WITH AUTOMATIC TRANSFER DEVICES SECTION 7.10 HYDRAULIC MATERIAL LIFTS WITH AUTOMATIC TRANSFER DEVICES SECTION 7.11 MATERIAL LIFTS WITH OBSCURED TRANSFER DEVICES |
| 1004 | PART 8 GENERAL REQUIREMENTS SECTION 8.1 SECURITY SECTION 8.5 ESCALATOR AND MOVING WALK SAFETY REQUIREMENT FOR SEISMIC RISK ZONE 2 OR GREATER SECTION 8.5 ESCALATOR AND MOVING WALK SEISMIC REQUIREMENTS |
| 1005 | FIGURE 8.5.1 BALUSTRADE HANDRAIL FORCE |
| 1007 | SECTION 8.6 MAINTENANCE, REPAIR, REPLACEMENT, AND TESTING TABLE 8.5.5 COMPONENT-BASED ALLOWABLE DESIGN STRESSES |
| 1009 | SECTION 8.7 ALTERATIONS‡ |
| 1011 | SECTION 8.8 WELDING SECTION 8.10 ACCEPTANCE INSPECTIONS AND TESTS SECTION 8.11 PERIODIC INSPECTIONS AND WITNESSING OF TESTS |
| 1015 | TABLE N1 REQUIRED INSPECTION AND TEST INTERVALS IN “MONTHS |
| 1016 | CHAPTER K2 MODIFICATIONS TO ASME B20.1/2015, SAFETY STANDARD FOR CONVEYORS AND RELATED EQUIPMENT 4 DEFINITIONS 6 SPECIFIC SAFETY STANDARDS SECTION 6.1 BELT CONVEYORS: FIXED IN PLACE SECTION 6.2 GUARDING OF BUCKET CONVEYORS SECTION 6.3 SAFETY CONSIDERATIONS FOR CHAIN CONVEYORS SECTION 6.4 EN MASSE CONVEYORS SECTION 6.5 FLIGHT AND APRON CONVEYORS: BULK MATERIAL SECTION 6.6 INCLINED RECIPROCATING CONVEYORS SECTION 6.7 LIVE ROLLER CONVEYORS: BELT OR CHAIN DRIVEN SECTION 6.8 MOBILE CONVEYORS SECTION 6.9 SAFETY CONSIDERATIONS FOR PORTABLE CONVEYORS, EXTENDABLE BELT CONVEYORS, AND CAR UNLOADERS SECTION 6.10 SAFETY CONSIDERATIONS FOR PUSHER BAR CONVEYORS SECTION 6.11 ROLLER AND WHEEL CONVEYORS SECTION 6.12 SAFETY CONSIDERATIONS FOR SCREW CONVEYORS SECTION 6.13 SAFETY CONSIDERATIONS FOR SHUTTLE CONVEYERS, BELT TRIPPERS, AND TRANSFER CARS SECTION 6.14 SKIP HOISTS: BULK MATERIAL SECTION 6.15 SLAT CONVEYORS AND ROLLER SLAT CONVEYORS SECTION 6.16 SUSPENDED VERTICAL TRAY CONVEYORS |
| 1017 | SECTION 6.17 TOW CONVEYORS SECTION 6.17 TOW CONVEYORS (SHOPPING CAR CONVEYORS) SECTION 6.18 TROLLEY CONVEYORS AND POWER AND FREE CONVEYORS SECTION 6.19 VERTICAL ARTICULATED CONVEYORS SECTION 6.20 VERTICAL CHAIN-OPPOSED SHELF TYPE CONVEYORS SECTION 6.21 VERTICAL RECIPROCATING CONVEYORS |
| 1018 | SECTION 6.22 MATERIAL ENCAPSULTING CONVEYORS NON-MANDATORY APPENDIX I SPECIFICATIONS FOR DESIGN, INSTALLATION COMMISSIONING, AND PERIODIC INSPECTION OF VERTICAL RECIPROCATING CONVEYORS CHAPTER K3 MODIFICATIONS TO ASME A17.3-2015, SAFETY CODE FOR EXISTING ELEVATORS AND ESCALATORS PART I INTRODUCTION SECTION 1.1 SCOPE SECTION 1.5 ALTERATIONS, MAINTENANCE, AND INSPECTIONS AND TESTS PART II HOISTWAYS AND RELATED CONSTRUCTION FORELECTRIC ELEVATORS SECTION 2.1 HOISTWAYS SECTION 2.2 MACHINE ROOMS AND MACHINERY SPACES |
| 1019 | SECTION 2.4 CLEARANCES AND RUNBYS SECTION 2.5 PROTECTION OF SPACES BELOW HOISTWAYS SECTION 2.6 HOISTWAY ENTRANCES |
| 1020 | SECTION 2.7 HOISTWAY-DOOR LOCKING DEVICES, PARKING DEVICES, AND ACCESS SECTION 2.8 POWER OPERATION OF DOORS AND GATES PART III MACHINERY AND EQUIPMENT FOR ELECTRIC ELEVATORS SECTION 3.3 CAR FRAMES AND PLATFORMS SECTION 3.4 CAR ENCLOSURES |
| 1021 | SECTION 3.5 SAFETIES SECTION 3.6 SPEED GOVERNORS SECTION 3.8 DRIVING MACHINES AND SHEAVES |
| 1022 | SECTION 3.9 TERMINAL STOPPING DEVICES SECTION 3.10 OPERATING DEVICES AND CONTROL EQUIPMENT |
| 1024 | SECTION 3.11 EMERGENCY OPERATION AND SIGNALING DEVICES SECTION 3.12 SUSPENSION MEANS AND THEIR CONNECTIONS PART IV HYDRAULIC ELEVATORS SECTION 4.2 MECHANICAL EQUIPMENT SECTION 4.3 DRIVING MACHINES |
| 1025 | SECTION 4.5 TANKS SECTION 4.7 OPERATING DEVICES AND CONTROL EQUIPMENT SECTION 4.8 ADDITIONAL REQUIREMENTS FOR COUNTERWEIGHTED HYDRAULIC ELEVATORS SECTION 4.9 ADDITIONAL REQUIREMENTS FOR ROPED HYDRAULIC ELEVATORS PART V ESCALATORS SECTION 5.1 CONSTRUCTION |
| 1026 | SECTION 5.3 OPERATING AND SAFETY DEVICES PART VI DUMBWAITERS PART VII HAND ELEVATORS SECTION 7.0 EXISTING HAND POWERED FREIGHT ELEVATORS SECTION 7.1 HOISTWAY, HOISTWAY ENCLOSURES, AND RELATED CONSTRUCTION |
| 1027 | SECTION 7.2 MACHINERY AND EQUIPMENT PART VIII SIDEWALK ELEVATORS SECTION 8.1 HOISTWAY, HOISTWAY ENCLOSURES, AND MACHINE ROOMS SECTION 8.2 MACHINERY AND EQUIPMENT PART IX MOVING WALKS SECTION 9.2 PROTECTION OF SUPPORTS AND MACHINE SPACES AGAINST FIRE |
| 1028 | SECTION 9.3 CONSTRUCTION REQUIREMENTS SECTION 9.6 OPERATING AND SAFETY DEVICES PART X PRIVATE RESIDENCE ELEVATORS SCOPE |
| 1029 | SECTION 10.1 HOISTWAY, HOISTWAY ENCLOSURES, AND RELATED CONSTRUCTION SECTION 10.2 CARS SECTION 10.3 COUNTERWEIGHTS SECTION 10.4 SAFTETIES AND GOVERNORS SECTION 10.5 CAR AND COUNTER WEIGHT GUIDE RAILS AND FASTENINGS SECTION 10.6 CAR AND COUNTER WEIGHT BUFFERS SECTION 10.7 DRIVING MACHINES, SHEAVES, AND THEIR SUPPORTS SECTION 10.8 TERMINAL STOPPING DEVICES SECTION 10.9 OPERATING DEVICES AND CONTROL EQUIPMENT SECTION 10.10 EMERGENCY SIGNAL DEVICES SECTION 10.11 LIMITATION OF LOAD, SPEED, AND RISE SECTION 10.12 MARKING PLATES SECTION 10.13 SUSPENSION MEANS |
| 1030 | APPENDIX L RESERVED |
| 1032 | APPENDIX M SUPPLEMENTARY REQUIREMENTS FOR ONE- AND TWO-FAMILY DWELLINGS SECTION BC M101 GENERAL SECTION BC M102 DEFINITIONS SECTION BC M103 FIRE WALL SEPARATION |
| 1033 | FIGURE M103(1) PARTY WALL VERTICAL SECTION |
| 1034 | FIGURE M103(2) PARTY WALL PLAN SECTION |
| 1036 | APPENDIX N ASSISTIVE LISTENING SYSTEMS PERFORMANCE STANDARDS SECTION BC N101 GENERAL SECTION BC N102 INDUCTION LOOP SYSTEM SECTION BC N103 INFRA-RED SYSTEM SECTION BC N104 FM SYSTEM |
| 1038 | APPENDIX O RESERVED |
| 1040 | APPENDIX P RESERVED |
| 1042 | APPENDIX Q MODIFIED NATIONAL STANDARDS FOR AUTOMATIC SPRINKLER, STANDPIPE, FIRE PUMP, FIRE ALARM, AND SMOKE CONTROL SYSTEMS SECTION BC Q101 SCOPE SECTION BC Q102 INSTALLATION OF SPRINKLER SYSTEMS |
| 1044 | TABLE 8.16.2.4.2 SECTIONAL OR FLOOR VALVE SIZE MINIMUM SIZE OF DRAIN CONNECTION |
| 1049 | SECTION BC Q103 INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES |
| 1050 | ANNEXES SECTION BC Q104 INSTALLATION OF SPRINKLER SYSTEMS IN RESIDENTIAL OCCUPANCIES |
| 1051 | ANNEXES SECTION BC Q105 INSTALLATION OF STANDPIPE AND HOSE SYSTEMS |
| 1061 | ANNEXES SECTION BC Q106 INSTALLATION OF STATIONARY FIRE PUMPS |
| 1064 | ANNEXES SECTION BC Q107 INSTALLATION OF FIRE ALARMS |
| 1070 | AUXILIARY RADIO COMMUNICATIONS |
| 1071 | ANNEXES |
| 1072 | SECTION BC Q108 INSTALLATION OF SMOKE CONTROL SYSTEMS |
| 1073 | ANNEXES |
| 1074 | APPENDIX R ACOUSTICAL TILE AND LAY-IN PANEL CEILING SUSPENSION SYSTEMS SECTION BC R101 GENERAL SECTION BC R102 MODIFICATIONS TO ASTM C 635 – STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS FIGURE 1A INDIRECT HUNG SUSPENSION SYSTEM FIGURE 1B INDIRECT HUNG SUSPENSION SYSTEM |
| 1075 | FIGURE 1C FURRING BAR SUSPENSION SYSTEM SECTION BC R103 MODIFICATIONS TO ASTM C 636 – STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANELS |
| 1076 | FIGURE 1A HANGER CONNECTION DETAILS FOR CONSTRUCTION GROUPS I AND II |
| 1077 | FIGURE 1B HANGER CONNECTION DETAILS FOR CONSTRUCTION GROUPS I AND II |
| 1080 | APPENDIX S SUPPLEMENTARY FIGURES FOR LUMINOUS EGRESS PATH MARKINGS SECTION BC S101 GENERAL FIGURE S101.1(1) DOOR-MOUNTING OPTIONS FOR PHOTOLUMINESCENT DOOR SIGNS |
| 1081 | FIGURE S101.1(2) PHOTOLUMINESCENT MARKING AT HORIZONTAL LEADING EDGE OF STEP FIGURE S101.1(3) PHOTOLUMINESCENT MARKING AT HORIZONTAL LEADING EDGE OF LANDING |
| 1082 | FIGURE S101.1(4) PHOTOLUMINESCENT MARKINGS ON HANDRAILS |
| 1083 | FIGURE S101.1(5) FLOOR-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES |
| 1084 | FIGURE S101.1(6) OBSTACLE MOUNTING OPTIONS PHOTOLUMINESCENT PERIMETER DEMARCATION LINES |
| 1085 | FIGURE S101.1(7) WALL-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES |
| 1086 | FIGURE S101.1(8) WALL-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES THAT ARE NOT PROVIDED WITH DOOR FRAME MARKING FIGURE S101.1(9) DIRECTIONAL SIGNAGE FIGURE S101.1(10) NO-EXIT SIGNAGE |
| 1087 | FIGURE S101.1(11) PHOTOLUMINESCENT MARKING OF INTERMEDIATE EXIT DOOR WITH PUSH BAR FIGURE S101.1(12) PHOTOLUMINESCENT MARKING OF FINAL EXIT DOOR WITH DOOR HANDLE |
| 1088 | FIGURE S101.1(13) PHOTOLUMINESCENT FINAL EXIT DOOR SIGNS FIGURE S101.1(14) POSITIVE AND NEGATIVE OPTIONS FOR PHOTOLUMINESCENT DIRECTIONAL SIGNS FIGURE S101.1(15) POSITIVE AND NEGATIVE OPTIONS FOR PHOTOLUMINESCENT DOOR-MOUNTED DOOR SIGNS |
| 1090 | INDEX RESERVED |
| 1092 | ICC DIGITAL CODES PREMIUM |
| 1093 | ICC ASSESSMENT CENTER |
| 1094 | ICC LEARNING CENTER |
| 1095 | ICC EVALUATION SERVICE |
