Chicago Building Code Title 14B:2019 Edition

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Chicago Building Code Title 14B

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IL	2019	802

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1	2019 CHICAGO CONSTRUCTION CODES CHICAGO BUILDING CODE TITLE 14B
2	COPYRIGHT
3	CITY OF CHICAGO OFFICE OF THE MAYOR MAYOR’S MESSAGE
4	CITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE
5	ABOUT THE CHICAGO CONSTRUCTION CODES
9	ACKNOWLEDGMENTS
17	PREFACE TO THE MODEL CODE
19	EFFECTIVE USE OF THE CHICAGO BUILDING CODE
27	TABLE OF CONTENTS
33	CHAPTER 1 SCOPE AND PURPOSE SECTION 101 GENERAL
35	CHAPTER 2 DEFINITIONS AND MEASUREMENTS SECTION 201 GENERAL SECTION 202 DEFINITIONS
61	SECTION 203 MEASUREMENTS
63	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
64	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
65	SECTION 306 FACTORY GROUP F
66	SECTION 307 HIGH-HAZARD GROUP H TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
67	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
68	TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
69	SECTION 308 INSTITUTIONAL GROUP I
71	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
72	SECTION 311 STORAGE GROUP S
73	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
75	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 [RESERVED] SECTION 403 HIGH-RISE BUILDINGS
76	TABLE 403.2.4 MINIMUM BOND STRENGTH
78	SECTION 404 ATRIUMS
79	SECTION 405 UNDERGROUND BUILDINGS
80	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
82	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
83	SECTION 407 GROUP I-2
87	SECTION 408 GROUP I-3
89	SECTION 409 MOTION PICTURE PROJECTION ROOMS
90	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
92	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
94	TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c
95	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE
96	SECTION 414 [RESERVED] SECTION 415 [RESERVED] SECTION 416 [RESERVED] SECTION 417 [RESERVED] SECTION 418 [RESERVED] SECTION 419 LIVE/WORK UNITS
97	SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
98	SECTION 421 [RESERVED]
99	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 [RESERVED] SECTION 424 [RESERVED] SECTION 425 [RESERVED] SECTION 426 [RESERVED]
100	SECTION 427 [RESERVED] SECTION 428 [RESERVED]
101	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
102	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
103	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
104	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
105	SECTION 506 BUILDING AREA
106	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
107	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
108	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET EQUATION 5-1 EQUATION 5-2
109	EQUATION 5-3 EQUATION 5-4 EQUATION 5-5 SECTION 507 [RESERVED] SECTION 508 MIXED USE AND OCCUPANCY
111	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES
112	TABLE 509 INCIDENTAL USES SECTION 510 [RESERVED]
113	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
114	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
115	SECTION 604 COMBUSTIBLE MATERIAL IN TYPES III AND IV CONSTRUCTION SECTION 605 BASEMENT CONSTRUCTION
117	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
118	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
120	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
121	TABLE 705.2.1 PROJECTIONS FROM WALLS OF ANY TYPE OF CONSTRUCTION EQUATION 7-2
122	TABLE 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV OR V CONSTRUCTION
123	TABLE 705.8(1) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
124	TABLE 705.8(2) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR PRIVATE GARAGES AND GROUP R-2, R-4 AND R-5 OCCUPANCIES UP TO 4 STORIES ABOVE GRADE PLANE
125	SECTION 706 FIRE WALLS
126	SECTION 707 FIRE BARRIERS
127	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
128	SECTION 708 FIRE PARTITIONS
129	SECTION 709 SMOKE BARRIERS SECTION 710 [RESERVED] SECTION 711 FLOOR AND ROOF ASSEMBLIES
130	SECTION 712 VERTICAL OPENINGS
132	SECTION 713 SHAFT ENCLOSURES
133	SECTION 714 PENETRATIONS
136	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
137	SECTION 716 OPENING PROTECTIVES TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
138	TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
139	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
143	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
144	TABLE 717.3.2.1 FIRE DAMPER RATING
147	SECTION 718 CONCEALED SPACES
148	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
149	SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
150	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
151	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
152	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
153	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
154	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
155	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
156	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
157	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
158	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
159	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
160	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
161	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
162	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
163	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
164	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
165	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
166	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
167	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
168	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
169	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
170	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
171	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
172	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
173	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
174	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
175	FIGURE 722.2.1.3.1 CERRAMIC FIBER JOINT PROTECTION 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
176	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
177	FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFRFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
178	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 TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS
179	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
180	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
181	EQUATION 7-6 EQUATION 7-7 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
182	TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
183	EQUATION 7-9 TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10
184	EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12
185	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
186	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD EQUATION 7-14 EQUATION 7-15 FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
187	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a, b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
188	EQUATION 7-16 EQUATION 7-17 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
190	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
191	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
192	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
193	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
194	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
195	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
196	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
197	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)]
198	TABLE 722.5.1(9) 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)]
199	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
200	TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
201	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
203	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
204	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
205	SECTION 806 DECORATIVE MATERIALS AND TRIM
206	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
207	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL SECTION 902 FIRE PUMP AND RISER ROOM SIZE
208	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
210	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
212	TABLE 903.2.11.8 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
214	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
217	SECTION 905 STANDPIPE SYSTEMS
219	SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa
220	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
227	TABLE 907.5.2.3.2 VISIBLE ALARMS
229	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS SECTION 910 SMOKE AND HEAT REMOVAL
230	EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER
231	SECTION 912 FIRE DEPARTMENT CONNECTIONS
232	SECTION 913 FIRE PUMPS
233	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
234	SECTION 916 GAS DETECTION SYSTEMS
235	SECTION 917 [RESERVED] SECTION 918 [RESERVED] SECTION 919 CITY FIRE ALARM BOX
237	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
238	SECTION 1004 OCCUPANT LOAD
239	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1004.5—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
240	SECTION 1005 MEANS OF EGRESS SIZING
241	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
242	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
243	TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3, R-4 and R-5 OCCUPANCIES
245	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
246	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
249	SECTION 1010 DOORS, GATES AND TURNSTILES
250	TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
251	TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
257	SECTION 1011 STAIRWAYS
261	SECTION 1012 RAMPS
262	SECTION 1013 EXIT SIGNS
263	SECTION 1014 HANDRAILS
264	SECTION 1015 GUARDS
266	SECTION 1016 EXIT ACCESS
267	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
268	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
269	SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH
270	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
271	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
272	SECTION 1024 EXIT PASSAGEWAYS
273	SECTION 1025 [RESERVED] SECTION 1026 HORIZONTAL EXITS
274	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
275	SECTION 1028 EXIT DISCHARGE
276	SECTION 1029 ASSEMBLY
280	TABLE 1029.13.2.1 OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
282	SECTION 1030 [RESERVED]
283	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL
285	SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
286	SECTION 1104 ACCESSIBLE ROUTE
287	SECTION 1105 ACCESSIBLE ENTRANCES
288	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES TABLE 1106.2 ACCESSIBLE PARKING SPACES FOR R-2, R-3, AND R-4 OCCUPANCIES
289	SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
291	TABLE 1107.6.1.1 ACCESSIBLE UNITS
295	SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
296	TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
297	SECTION 1109 OTHER FEATURES AND FACILITIES
300	TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES SECTION 1110 RECREATIONAL FACILITIES
302	TABLE 1110.4.9.1 BOAT SLIPS
303	SECTION 1111 SIGNAGE
305	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
306	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
307	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
308	SECTION 1205 YARDS AND COURTS
309	SECTION 1206 [RESERVED] SECTION 1207 INTERIOR SPACE DIMENSIONS
310	SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS
311	SECTION 1210 RODENT PROTECTION
313	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
315	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
316	SECTION 1403 MATERIALS SECTION 1404 INSTALLATION OF WALL COVERINGS
317	TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS
320	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
321	TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
322	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
323	SECTION 1409 PLASTIC COMPOSITE DECKING
325	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS
326	TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACORDANCE WITH ASTM D316 OR D71581
327	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUC
328	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
329	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
330	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
331	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT TABLE 1507.2.8.2 VALLEY LINING MATERIAL
332	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
333	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
335	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
336	TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
337	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
338	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
339	SECTION 1508 ROOF INSULATION
340	[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES
342	SECTION 1511 REROOFING SECTION 1512 [RESERVED] SECTION 1513 OCCUPIABLE ROOFTOPS
343	TABLE 1513.3.1 REQUIRED FIRE SEPARATION DISTANCE FOR OUTDOOR ELEMENTS OF OCCUPIABLE ROOFTOPS ON BUILDINGS UP TO 55 FEET IN BUILDING HEIGHT SECTION 1514 VEGETATIVE ROOFS, ROOF GARDEN AND LANDSCAPED ROOFS
344	SECTION 1515 SOLAR REFLECTANCE
345	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
346	SECTION 1604 GENERAL DESIGN REQUIREMENTS
347	TABLE 1604.3 DEFLECTION LIMITS
348	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
349	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2
350	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 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
351	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
352	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
354	EQUATION 16-23 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL
355	EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
357	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS EQUATION 16-33
358	EQUATION 16-34
359	TABLE 1609.6.1 LOAD DUE TO WIND PRESSURE ON MAIN WINDFORCE-RESISTING SYSTEM TABLE 1609.6.2 MULTIPLIERS TO DETERMINE COMPONENTS AND CLADDING WIND PRESSURE
360	SECTION 1610 SOIL LATERAL LOADS TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS SECTION 1612 FLOOD DESIGN SECTION 1613 EARTHQUAKE LOADS
361	TABLE 1613.2.3 SEISMIC DESIGN PARAMETERS
362	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 [RESERVED] SECTION 1616 STRUCTURAL INTEGRITY
363	EQUATION 16-40 EQUATION 16-41
364	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
365	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 [RESERVED] SECTION 1703 PRODUCTS, MATERIALS AND ASSEMBLIES
366	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
368	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
369	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
370	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
371	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
375	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
376	SECTION 1709 PRECONSTRUCTION LOAD TESTS
379	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
381	SECTION 1804 EXCAVATION, GRADING AND FILL
382	SECTION 1805 DAMPPROOFING AND WATERPROOFING
383	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
384	TABLE 1806.2(1) PRESUMPTIVE LOAD-BEARING VALUES WITHOUT FULL GEOTECHNICAL INVESTIGATION TABLE 1806.2(2) PRESUMPTIVE VERTICLE FOUNDATION PRESSURE VALUES WITH GEOTECHNICAL INVESTIGATION
385	TABLE 1806.2(2)—continued TABLE 1806.2(3) STANDARDS FOR CLASSIFYING SOIL CONSISTENCY AND RELATIVE DENSITY
386	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
387	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
388	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
389	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
390	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
391	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
393	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fC OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
394	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
395	SECTION 1810 DEEP FOUNDATIONS
398	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS TABLE 1810.3.3.1.2 MAXIUMUM AXIAL LOADS ALLOWED WITHOUT LOAD TEST
399	EQUATION 18-4
402	EQUATION 18-5 EQUATION 18-6 EQUATION 18-7
403	EQUATION 18-8 EQUATION 18-9 EQUATION 18-10
409	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
410	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
412	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS
413	SECTION 1908 SHOTCRETE
415	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
417	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
418	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
419	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 [RESERVED] SECTION 2110 GLASS UNIT MASONRY
420	SECTION 2111 MASONRY FIREPLACES
422	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
423	SECTION 2113 MASONRY CHIMNEYS
425	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
426	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
427	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
429	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
430	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
431	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
432	SECTION 2212 CAST IRON
433	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
437	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
438	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
439	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
440	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) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
441	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 (Plywood structural panels are five-ply, five-layer unless otherwise noted)a TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
444	TABLE 2304.10.1 FASTENING SCHEDULE
445	TABLE 2304.10.1—continued FASTENING SCHEDULE
446	TABLE 2304.10.1—continued FASTENING SCHEDULE
447	TABLE 2304.10.1—continued FASTENING SCHEDULE
448	TABLE 2304.10.1—continued FASTENING SCHEDULE TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
450	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2
451	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
452	SECTION 2306 ALLOWABLE STRESS DESIGN
453	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
454	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 LOADINGf
455	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
456	TABLE 2306.2(2)—continued 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 PINE FOR WIND OR SEISMIC LOADING
457	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
458	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
459	TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
461	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
462	TABLE 2308.4.1.1(1) —continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
463	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) TABLE 2308.4.2.1(1) [RESERVED]
464	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
465	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
466	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
467	FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
468	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
469	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
470	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
471	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
472	TABLE 2308.6.3(1) BRACING METHODS
473	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
474	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING
475	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
476	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
478	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
480	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
482	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
483	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
484	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
485	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)
486	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES
487	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
488	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
489	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
490	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
491	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)
492	TABLE 2308.7.2(4) [RESERVED] TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
493	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
494	TABLE 2308.7.2(6) [RESERVED] TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg
495	TABLE 2308.7.5 REQUIRED RATING OF UPLIFT CONNECTORS (pounds)a
496	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
497	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
499	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1
500	EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11
501	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
502	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
503	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
504	SECTION 2407 GLASS IN HANDRAILS AND GUARDS TABLE 2407.1.1 MODULES OF RAPTURE
505	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
507	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 [RESERVED] SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
508	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERI SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
509	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
510	TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
511	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
512	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
513	SECTION 2514 REINFORCED GYPSUM CONCRETE
515	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
519	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
520	TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM
521	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2605 PLASTIC VENEER
522	SECTION 2606 LIGHT-TRANSMITTING PLASTICS
523	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS
524	SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
525	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
526	SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
527	SECTION 2614 [RESERVED]
529	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
531	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
533	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL
535	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
536	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
537	SECTION 3006 [RESERVED] SECTION 3007 FIRE SERVICE ACCESS ELEVATOR FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
538	SECTION 3008 [RESERVED]
539	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
540	SECTION 3103 TEMPORARY STRUCTURES
541	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
542	SECTION 3105 AWNINGS AND CANOPIES
543	SECTION 3106 MARQUEES SECTION 3107 [RESERVED] SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
544	SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES
545	SECTION 3113 [RESERVED] SECTION 3114 FENCES TABLE 3114.3 MAXIMUM HEIGHT OF FENCES
547	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
549	CHAPTER 33 WORK SITE SAFETY AND OPERATIONS SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
550	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS SECTION 3307 PROTECTION OF ADJOINING PROPERTY
551	SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
552	SECTION 3313 [RESERVED] SECTION 3314 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION SECTION 3315 TEMPORARY HEATING EQUIPMENT
553	SECTION 3316 PRECAUTIONS AGAINST FIRE SECTION 3317 FLAMMABLE AND COMBUSTIBLE LIQUIDS
554	SECTION 3318 FLAMMABLE GASES SECTION 3319 EXPLOSIVE MATERIALS SECTION 3320 FIRE REPORTING SECTION 3321 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3322 SAFEGUARDING ROOFING OPERATIONS
555	SECTION 3323 SCAFFOLDING SECTION 3324 CONSTRUCTION SITE CLEANLINESS
557	CHAPTER 34 [RESERVED]
559	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
560	AISC AISI ANSI
561	APA
562	ASABE ASCE/SEI ASHRAE
563	ASME ASSE ASTM
574	AWC AWCI AWPA
575	AWS BHMA CEN CPA CPSC
576	CSA CSSB DASMA DOC DOL
577	DOTn FM GA HPVA
578	ICC ISO NAAMM NCMA NFPA
581	PCI RMI SBCA SDI SJI
582	SPRI SRCC TIA TMS
583	TPI UL
585	ULC USC WCLIB WDMA
587	CHAPTER 36 APPENDICES APPENDICES A THROUGH C [RESEREVED] APPENDIX D FIRE LIMITS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
588	SECTION D103 CHANGES TO BUILDINGS AND STRUCTURES SECTION D104 [RESERVED] SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE LIMITS SECTION D106 [RESERVED]
589	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES SECTION E105 OTHER FEATURES AND FACILITIES
590	TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
591	SECTION E107 SIGNAGE SECTION E108 BUS STOPS
592	SECTION E109 TRANSPORTATION FACILITIES AND STATIONS SECTION E110 AIRPORTS
593	SECTION E111 PUBLIC WAY SECTION E112 REFERENCED STANDARDS APPENDICES F THROUGH R [RESERVED] APPENDIX S OPTIONAL SMOKE CONTROL SYSTEMS SECTION S101 GENERAL
595	EQUATION S-1
596	EQUATION S-2
603	INDEX
639	ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC A117.1-2009
640	COPYRIGHT
641	AMERICAN NATIONAL STANDARD
643	FOREWORD
645	ACCREDITED STANDARD COMMITTEE A117 ON ARCHITECTURAL FEATURES AND SITE DESIGN OF PUBLIC BUILDINGS AND RESIDENTIAL STRUCTURES FOR PERSONS WITH DISABILITIES
648	INTEREST CATEGORIES
649	CONTENTS
653	LIST OF FIGURES
659	CHAPTER 1 APPLICATION AND ADMINISTRATION 101 PURPOSE 102 ANTHROPOMETRIC PROVISIONS 103 COMPLIANCE ALTERNATIVES 104 GENERAL 105 REFERENCED DOCUMENTS
660	FIGURE 104.3 GRAPHIC CONVENTION FOR FIGURES
661	106 DEFINITIONS
663	CHAPTER 2 SCOPING 201 GENERAL 202 DWELLING AND SLEEPING UNITS 203 ADMINISTRATION
665	CHAPTER 3 BUILDING BLOCKS 301 GENERAL 302 FLOOR SURFACES FIGURE 302.2 CARPET ON FLOOR SURFACES FIGURE 302.3 OPENINGS IN FLOOR SURFACES 303 CHANGES IN LEVEL FIGURE 303.2 VERTICAL CHANGES IN LEVEL FIGURE 303.3 BEVELED CHANGES IN LEVEL 304 TURNING SPACE
666	FIGURE 304.3 SIZE OF TURNING SPACE 305 CLEAR FLOOR SPACE FIGURE 305.3 SIZE OF CLEAR FLOOR SPACE
667	FIGURE 305.5 POSITION OF CLEAR FLOOR SPACE FIGURE 305.7 MANEUVERING CLEARANCE IN AN ALCOVE 306 KNEE AND TOE CLEARANCE 307 PROTRUDING OBJECTS
668	FIGURE 306.2 TOE CLEARANCE FIGURE 306.3 KNEE CLEARANCE
669	FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 307.4 REDUCED VERTICAL CLEARANCE 308 REACH RANGES FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH
670	FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS
671	FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH
672	309 OPERABLE PARTS
673	CHAPTER 4 ACCESSIBLE ROUTES 401 GENERAL 402 ACCESSIBLE ROUTES 403 WALKING SURFACES FIGURE 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 404 DOORS AND DOORWAYS
674	FIGURE 403.5.1 CLEAR WIDTH AT 180º TURN FIGURE 404.2.2 CLEAR WIDTH OF DOORWAYS
675	TABLE 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS TABLE 404.2.3.3 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS FIGURE 404.2.3.3 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS
676	FIGURE 404.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS
677	TABLE 404.2.3.4 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS FIGURE 404.2.3.4 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS
678	FIGURE 404.2.3.5 MANEUVERING CLEARANCE AT RECESSED DOORS
679	FIGURE 404.2.5 TWO DOORS IN A SERIES
680	405 RAMPS TABLE 405.2— ALLOWABLE RAMP DIMENSIONS FOR CONSTRUCTION IN EXISTING SITES, BUILDINGS AND FACILITIES FIGURE 405.7 RAMP LANDINGS
681	FIGURE 405.9 EDGE PROTECTION LIMITED DROP OFF FIGURE 405.9.1 EXTENDED FLOOR SURFACE
682	FIGURE 405.9.2 RAMP EDGE PROTECTION 406 CURB RAMPS FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIGURE 406.3 SIDES OF CURB RAMPS
683	FIGURE 406.7 LANDINGS FIGURE 406.10 DIAGONAL CURB RAMPS
684	FIGURE 406.11 ISLANDS 407 ELEVATORS
685	FIGURE 407.2.1.1 HEIGHT OF ELEVATOR CALL BUTTONS FIGURE 407.2.1.7 DESTINATION-ORIENTED ELEVATOR INDICATION
686	FIGURE 407.2.2.2 ELEVATOR VISIBLE SIGNALS
687	FIGURE 407.2.3.1 FLOOR DESIGNATION FIGURE 407.2.3.2 DESTINATION-ORIENTED ELEVATOR CAR IDENTIFICATION
688	TABLE 407.4.1—MINIMUM DIMENSIONS OF ELEVATOR CARS FIGURE 407.4.6.2 ELEVATOR CAR CONTROL BUTTONS
689	FIGURE 407.4.1 INSIDE DIMENSIONS OF ELEVATOR CARS
690	408 LIMITED-USE/LIMITED-APPLICATION ELEVATORS
691	TABLE 407.4.7.1.3—CONTROL BUTTON IDENTIFICATION
692	409 PRIVATE RESIDENCE ELEVATORS
693	FIGURE 408.3.3 DOOR LOCATION FOR LIMITED USE/LIMITED APPLICATION (LULA) ELEVATORS
694	FIGURE 408.4.1 INSIDE DIMENSIONS OF LIMITED USE/LIMITED APPLICATION (LULA) ELEVATOR CARS
695	FIGURE 409.4.6.3 LOCATION OF CONTROLS IN PRIVATE RESIDENCE ELEVATORS 410 PLATFORMS LIFTS
696	FIGURE 410.2.1 PLATFORM LIFT DOORS AND GATES
697	CHAPTER 5 GENERAL SITE AND BUILDING ELEMENTS 501 GENERAL 502 PARKING SPACES FIGURE 502.2 VEHICLE PARKING SPACE SIZE FIGURE 502.4 PARKING SPACE ACCESS AISLE
698	503 PASSENGER LOADING ZONES FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE 504 STAIRWAYS
699	FIGURE 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS FIGURE 504.5 STAIR NOSINGS 505 HANDRAILS
700	FIGURE 505.4 HANDRAIL HEIGHT FIGURE 505.5 HANDRAIL CLEARANCE
701	FIGURE 505.7 HANDRAIL CROSS SECTION FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS FIGURE 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS
702	FIGURE 505.10.3 BOTTOM HANDRAIL EXTENSIONS AT STAIRS 506 WINDOWS
703	CHAPTER 6 PLUMBING ELEMENTS AND FACILITIES 601 GENERAL 602 DRINKING FOUNTAINS FIGURE 602.2 PARALLEL APPROACH AT DRINKING FOUNTAINS PRIMARILY FOR CHILDREN’S USE—(EXCEPTION 2) FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION
704	603 TOILET AND BATHING ROOMS TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT 604 WATER CLOSETS AND TOILET COMPARTMENTS FIGURE 604.2 WATER CLOSET LOCATION
705	FIGURE 604.3 SIZE OF CLEARANCE FOR WATER CLOSET FIGURE 604.4 WATER CLOSET SEAT HEIGHT FIGURE 604.5.1 SIDE WALL GRAB BAR FOR WATER CLOSET
706	FIGURE 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET
707	FIGURE 604.7 DISPENSER OUTLET LOCATION FIGURE 604.9.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS
708	TABLE 604.9.3.1—DOOR OPENING LOCATION FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS
709	FIGURE 604.9.3.1 (C) WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS—ALTERNATE FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE
710	FIGURE 604.10 AMBULATORY ACCESSIBLE COMPARTMENT FIGURE 604.11.2 CHILDREN’S WATER CLOSET LOCATION FIGURE 604.11.4 CHILDREN’S WATER CLOSET HEIGHT
711	FIGURE 604.11.7 CHILDREN’S DISPENSER OUTLET LOCATION 605 URINALS FIGURE 605.2 HEIGHT OF URINALS 606 LAVATORIES AND SINKS
712	FIGURE 606.3 HEIGHT OF LAVATORIES AND SINKS 607 BATHTUBS FIGURE 607.2 CLEARANCE FOR BATHTUBS
713	FIGURE 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS
714	FIGURE 607.5 LOCATION OF BATHTUB CONTROLS 608 SHOWER COMPARTMENTS FIGURE 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
715	FIGURE 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 608.3.1 GRAB BARS IN TRANSFER-TYPE SHOWERS FIGURE 608.2.3 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
716	FIGURE 608.3.2 GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS FIGURE 608.3.3 GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWERS FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION
717	FIGURE 608.4.3 ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION
718	609 GRAB BARS FIGURE 609.2 SIZE OF GRAB BARS FIGURE 609.3 SPACING OF GRAB BARS
719	FIGURE 609.4.2 POSITION OF CHILDREN’S GRAB BARS 610 SEATS FIGURE 610.2 BATHTUB SEATS
720	FIGURE 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT FIGURE 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT 611 WASHING MACHINES AND CLOTHES DRYERS 612 SAUNAS AND STEAM ROOMS
721	FIGURE 611.2 CLEAR FLOOR SPACE FIGURE 611.4 HEIGHT OF LAUNDRY EQUIPMENT
723	CHAPTER 7 COMMUNICATION ELEMENTS AND FEATURES 701 GENERAL 702 ALARMS 703 SIGNS TABLE 703.2.4—VISUAL CHARACTER HEIGHT
724	FIGURE 703.3.5 CHARACTER HEIGHT
725	FIG. 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR FIGURE 703.3.11 LOCATION OF SIGNS AT DOORS
726	FIGURE 703.4.3 BRAILLE MEASUREMENT TABLE 703.4.3— BRAILLE DIMENSIONS
727	FIGURE 703.4.4 POSITION OF BRAILLE FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.4.5 HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR
728	FIGURE 703.6.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 703.6.3.2 INTERNATIONAL TTY SYMBOL FIG. 703.6.3.3 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS FIGURE 703.6.3.4 VOLUME-CONTROLLED TELEPHONE
729	TABLE 703.7.4—LOW RESOLUTION VMS CHARACTER HEIGHT TABLE 703.7.5 PIXEL COUNT FOR LOW RESOLUTION VMS SIGNAGE
730	FIGURE 703.7.5 LOW RESOLUTION VMS SIGNAGE CHARACTERS 704 TELEPHONES
731	FIGURE 704.2.1 CLEAR FLOOR SPACE FOR TELEPHONES 705 DETECTABLE WARNINGS 706 ASSISTIVE LISTENING SYSTEMS
732	FIGURE 705.5 TRUNCATED DOME SIZE AND SPACING 707 AUTOMATIC TELLER MACHINES (ATMS) AND FARE MACHINES FIGURE 707.5 NUMERIC KEY LAYOUT
733	TABLE 707.6.1—RAISED SYMBOLS 708 TWO-WAY COMMUNICATION SYSTEMS
735	CHAPTER 8 SPECIAL ROOMS AND SPACES 801 GENERAL 802 ASSEMBLY AREAS FIGURE 802.3 WIDTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS FIGURE 802.4 DEPTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS
736	FIGURE 802.9.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS
737	FIGURE 802.9.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS FIGURE 802.9.2 LINE OF SIGHT OVER STANDING SPECTATORS
738	TABLE 802.9.2.2 REQUIRED WHEELCHAIR SPACE LOCATION ELEVATION OVER STANDING SPECTATORS TABLE 802.10 WHEELCHAIR SPACE LOCATION DISPERSION
739	803 DRESSING, FITTING, AND LOCKER ROOMS 804 KITCHENS AND KITCHENETTES FIGURE 804.2.1 PASS-THROUGH KITCHEN CLEARANCE
740	FIGURE 804.2.2 U-SHAPED KITCHEN CLEARANCE
741	805 TRANSPORTATION FACILITIES FIGURE 805.2.2 SIZE OF BUS BOARDING AND ALIGHTING AREAS
742	FIGURE 805.3 BUS SHELTERS FIGURE 805.10 TRACK CROSSINGS
743	806 HOLDING CELLS AND HOUSING CELLS 807 COURTROOMS
745	CHAPTER 9 BUILT-IN FURNISHINGS AND EQUIPMENT 901 GENERAL 902 DINING SURFACES AND WORK SURFACES 903 BENCHES 904 SALES AND SERVICE COUNTERS
746	FIGURE 904.4.2 HEIGHT OF CHECKOUT COUNTERS FIGURE 903 BENCHES
747	905 STORAGE FACILITIES
749	CHAPTER 10 DWELLING UNITS AND SLEEPING UNITS 1001 GENERAL 1002 ACCESSIBLE UNITS
750	1003 TYPE A UNITS
752	FIGURE 1003.11.2.4 WATER CLOSETS IN TYPE A UNITS
753	FIGURE 1003.11.2.5.1 CLEARANCE FOR BATHTUBS IN TYPE A UNITS FIGURE 1003.11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS
754	FIGURE 1003.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS
755	FIGURE 1003.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS FIGURE 1003.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS FIGURE 1003.12.4 KITCHEN SINK FOR TYPE A UNITS
756	1004 TYPE B UNITS
758	FIGURE 1004.11.1.1 SWING-UP GRAB BAR FOR WATER CLOSET
759	FIGURE 1004.11.3.1.1 LAVATORY IN TYPE B UNITS—OPTION A BATHROOMS
760	FIGURE 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS FIGURE 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS
761	FIGURE. 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS—OPTION A BATHROOMS FIGURE 1004.11.3.1.3.3 TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS FIGURE 1004.11.3.2.1 LAVATORY IN TYPE B UNITS—OPTION B BATHROOMS FIGURE 1004.11.3.2.3.1 BATHROOM CLEARANCE IN TYPE B UNITS—OPTION B BATHROOMS
762	FIGURE 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS FIGURE 1004.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS
763	1005 TYPE C (VISITABLE) UNITS
764	1006 UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
765	CHAPTER 11 RECREATIONAL FACILITIES 1101 GENERAL 1102 AMUSEMENT RIDES
766	FIGURE 1102.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDE 1103 RECREATIONAL BOATING FACILITIES
767	FIGURE 1103.3.1(A) BOAT SLIP CLEARANCE FIGURE 1103.3.1(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS FIGURE 1103.3.1(C) (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS
769	FIGURE 1103.3.2(A) BOARDING PIER CLEARANCE FIGURE 1103.3.2(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS 1104 EXERCISE MACHINES AND EQUIPMENT 1105 FISHING PIERS AND PLATFORMS
770	FIGURE 1103.3.2(C) (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS FIGURE 1105.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS
771	1106 GOLF FACILITIES 1107 MINIATURE GOLF FACILITIES 1108 PLAY AREAS
772	FIGURE 1107.3.2 GOLF CLUB REACH RANGE AREA
773	TABLE 1108.3.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES
774	FIGURE 1108.4.2.1 TRANSFER PLATFORMS
775	FIGURE 1108.4.2.2 TRANSFER STEPS 1109 SWIMMING POOLS, WADING POOLS, HOT TUBS AND SPAS
776	FIGURE 1109.2.2 POOL LIFT SEAT LOCATION FIGURE 1109.2.3 CLEAR DECK SPACE AT POOL LIFTS FIGURE 1109.2.4 POOL LIFT SEAT HEIGHT
777	FIGURE 1109.2.8 POOL LIFT SUBMERGED DEPTH FIGURE 1109.3.2 SLOPED ENTRY SUBMERGED DEPTH FIGURE 1109.3.3 HANDRAILS FOR SLOPED ENTRY
778	FIGURE 1109.4.1 CLEAR DECK SPACE AT TRANSFER WALLS FIGURE 1109.4.2 TRANSFER WALL HEIGHT FIGURE 1109.4.3 DEPTH AND LENGTH OF TRANSFER WALLS
779	FIGURE 1109.4.5 GRAB BARS FOR TRANSFER WALLS FIGURE 1109.5.1 SIZE OF TRANSFER PLATFORM FIGURE 1109.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM FIGURE 1109.5.4 TRANSFER STEPS
780	FIGURE 1109.5.6 SIZE OF TRANSFER STEPS FIGURE 1109.5.7 GRAB BARS 1110 SHOOTING FACILITIES WIHT FIRING POSITIONS
781	INDEX
795	2018 ILLINOIS ACCESSIBILITY CODE (SECTION 502 ) PURPOSE EFFECTIVE DATE TYPOGRAPHIC CONVENTIONS CHAPTER 5 GENERAL SITE AND BUILDING SECTION 502 PARKING SPACES FIGURE 502.2 VEHICLE PARKING SPACES
796	FIGURE 502.3 (A) PARKING SPACE ACCESS AISLE FIGURE 502.3 (B) DIAGONAL PARKING SPACE ACCESS AISLE
797	FIGURE 502.6 (A) PARKING SIGN
798	FIGURE 502.6 (B) PARKING FINE SIGN
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