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NY NYC BuildingCode 2022 1stptg

NY NYC BuildingCode 2022 1stptg

$73.75

New York City Building Code

Published By Publication Date Number of Pages
NY 2022 1095
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This is a fully integrated custom code based on the 2015 International Building Code. Effective date: November 7, 2022.

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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
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