ICC IBC 2018

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International Building Code

Published By	Publication Date	Number of Pages
ICC	2018	757

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Description

The scope of the International Building Code® (IBC®) includes all buildings except detached one- and two-family dwellings and townhouses up to three stories.

The 2018 IBC contains many important changes such as:

Accessory storage spaces of any size are now permitted to be classified as part of the occupancy to which they are accessory.
New code sections have been introduced addressing medical gas systems and higher education laboratories.
Use of fire walls to create separate buildings is now limited to only the determination of permissible types of construction based on allowable building area and height.
Where an elevator hoistway door opens into a fire-resistance-rated corridor, the opening must be protected in a manner to address smoke intrusion into the hoistway.
The occupant load factor for business uses has been revised to one occupant per 150 square feet.
Live loads on decks and balconies increase the deck live load to one and one-half times the live load of the area served.
The minimum lateral load that fire walls are required to resist is five pounds per square foot.
Wind speed maps updated, including maps for the state of Hawaii. Terminology describing wind speeds has changed again with ultimate design wind speeds now called basic design wind speeds.
Site soil coefficients now correspond to the newest generation of ground motion attenuation equations (seismic values).
Five-foot tall wood trusses requiring permanent bracing must have a periodic special inspection to verify that the required bracing has been installed.
New alternative fastener schedule for construction of mechanically laminated decking is added giving equivalent power-driven fasteners for the 20-penny nail.
Solid sawn lumber header and girder spans for the exterior bearing walls reduce span lengths to allow #2 Southern Pine design values.

PDF Catalog

PDF Pages	PDF Title
1	2018 IBC® INTERNATIONAL BUILDING CODE®
2	2018 IBC® TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
20	TABLE OF CONTENTS
28	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
29	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
31	SECTION 105 PERMITS
33	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS
34	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
35	SECTION 110 INSPECTIONS
36	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES
37	SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
40	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
72	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
73	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
74	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
75	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
76	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
77	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, f, h, i
78	SECTION 308 INSTITUTIONAL GROUP I
79	SECTION 309 MERCANTILE GROUP M
80	SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S
81	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
82	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
85	EQUATION 4-1
86	SECTION 403 HIGH-RISE BUILDINGS
87	TABLE 403.2.4 MINIMUM BOND STRENGTH
89	SECTION 404 ATRIUMS
90	SECTION 405 UNDERGROUND BUILDINGS
91	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
93	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
95	SECTION 407 GROUP I-2
98	SECTION 408 GROUP I-3
100	SECTION 409 MOTION PICTURE PROJECTION ROOMS
101	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
103	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
104	TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
105	[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c
107	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
108	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
109	[F] 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 LIQUIDSd, e, f
110	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
111	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa, h
113	[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED
115	[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
120	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES
121	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS
122	SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
123	SECTION 421 HYDROGEN FUEL GAS ROOMS
124	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS
125	SECTION 424 CHILDREN’S PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
126	SECTION 427 MEDICAL GAS SYSTEMS
127	SECTION 428 HIGHER EDUCATION LABORATORIES [F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
130	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
131	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
132	SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
133	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b
134	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b SECTION 506 BUILDING AREA
135	EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
136	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
137	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
138	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b EQUATION 5-4 EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS
140	SECTION 508 MIXED USE AND OCCUPANCY
142	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS
143	[F] TABLE 509 INCIDENTAL USES
146	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
147	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
150	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
151	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
153	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
154	EQUATION 7-1 EQUATION 7-2
155	FIGURE 705.7 EQUIVALENT OPENING FACTOR
156	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
157	SECTION 706 FIRE WALLS
158	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
159	SECTION 707 FIRE BARRIERS
160	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
161	SECTION 708 FIRE PARTITIONS
162	SECTION 709 SMOKE BARRIERS
163	SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES
164	SECTION 712 VERTICAL OPENINGS
166	SECTION 713 SHAFT ENCLOSURES
167	SECTION 714 PENETRATIONS
170	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
171	SECTION 716 OPENING PROTECTIVES
172	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
173	TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
174	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
177	TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
178	TABLE 717.3.2.1 FIRE DAMPER RATING
182	SECTION 718 CONCEALED SPACES
184	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
185	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
186	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
187	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
188	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
189	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
190	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
191	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
192	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
193	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
194	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
195	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
196	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
197	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
198	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
199	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
200	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
201	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
202	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
203	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
204	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
205	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
206	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
207	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
208	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
209	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 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
210	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS 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
211	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
212	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 FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
213	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
214	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)
215	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
216	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d
217	EQUATION 7-6 EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
218	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 TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
219	EQUATION 7-9 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 EQUATION 7-11
220	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
221	FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
222	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa, b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-13
223	EQUATION 7-14 EQUATION 7-15 EQUATOIN 7-16
224	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
226	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
227	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
228	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
229	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
230	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
231	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
232	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
233	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)]
234	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)]
235	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 a, b, c TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
236	TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
238	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
240	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
241	SECTION 804 INTERIOR FLOOR FINISH
242	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
243	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
244	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
245	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
246	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
249	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
251	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
254	SECTION 905 STANDPIPE SYSTEMS
256	SECTION 906 PORTABLE FIRE EXTINGUISHERS
257	[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa
258	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
267	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
268	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
270	EQUATION 9-1
271	EQUATION 9-2
277	SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-3 EQUATION 9-4
278	SECTION 911 FIRE COMMAND CENTER
279	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
280	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
282	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER RADIO COVERAGE
284	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
285	SECTION 1004 OCCUPANT LOAD
286	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
287	SECTION 1005 MEANS OF EGRESS SIZING
288	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
289	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
290	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 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
291	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
292	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
295	SECTION 1010 DOORS, GATES AND TURNSTILES
296	TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
297	TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
303	SECTION 1011 STAIRWAYS
307	SECTION 1012 RAMPS
308	SECTION 1013 EXIT SIGNS
309	SECTION 1014 HANDRAILS
310	SECTION 1015 GUARDS
311	SECTION 1016 EXIT ACCESS
312	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
313	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
314	SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH
315	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
316	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
318	SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
320	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
321	SECTION 1028 EXIT DISCHARGE
322	SECTION 1029 ASSEMBLY
323	TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
327	TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
329	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
332	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
333	SECTION 1104 ACCESSIBLE ROUTE
334	SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
335	TABLE 1106.1 ACCESSIBLE PARKING SPACES SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
337	TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
339	SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
340	TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
341	TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIES
344	TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES SECTION 1110 RECREATIONAL FACILITIES
345	TABLE 1110.4.9.1 BOAT SLIPS
346	SECTION 1111 SIGNAGE
348	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
349	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
350	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
351	SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION
352	SECTION 1207 INTERIOR SPACE DIMENSIONS SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS
354	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
356	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
357	SECTION 1403 MATERIALS SECTION 1404 INSTALLATION OF WALL COVERINGS
358	TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS
363	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
364	SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
365	TABLE 1406.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
366	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
367	SECTION 1409 PLASTIC COMPOSITE DECKING
368	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION
369	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D316 OR D71581
370	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
371	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
372	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
373	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
374	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
375	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
376	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c
377	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
378	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
379	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
380	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
381	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
383	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES
385	SECTION 1511 REROOFING
386	SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES
388	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
389	SECTION 1604 GENERAL DESIGN REQUIREMENTS
390	TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
391	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
392	SECTION 1605 LOAD COMBINATIONS
393	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
394	EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
395	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
396	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
398	EQUATION 16-23 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24
399	EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
401	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS
402	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
403	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
404	FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
405	EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
406	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
407	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
408	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
409	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
410	FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII
411	FIGURE 1609.3(5)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII
412	FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
413	FIGURE 1609.3(6)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
414	FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
415	FIGURE 1609.3(7)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
416	FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
417	FIGURE 1609.3(8)—continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
418	EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35
419	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
420	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
421	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
422	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
423	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
424	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA
425	SECTION 1613 EARTHQUAKE LOADS
426	EQUATON 16-36 EQUATOIN 16-37 EQUATION 16-38 EQUATION 16-39 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a
427	TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
428	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
429	EQUATION 16-40 EQUATION 16-41
431	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
432	FIGURE 1613.2.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
433	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
434	FIGURE 1613.2.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
435	FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
436	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
437	FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
438	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
439	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
440	FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
441	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
442	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
443	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
445	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
446	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
447	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
448	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS 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
453	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
454	SECTION 1709 PRECONSTRUCTION LOAD TESTS
456	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
458	SECTION 1804 EXCAVATION, GRADING AND FILL
459	SECTION 1805 DAMPPROOFING AND WATERPROOFING
460	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
461	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
463	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
464	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c EQUATION 18-1
465	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c EQUATION 18-2 EQUATION 18-3
466	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c SECTION 1808 FOUNDATIONS
467	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
468	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
469	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ´ C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
470	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
471	SECTION 1810 DEEP FOUNDATIONS
474	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
475	EQUATION 18-4
478	EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8
479	EQUATION 18-9 EQUATION 18-10
486	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
487	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
489	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS
490	SECTION 1908 SHOTCRETE
492	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
494	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
495	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
496	EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
497	EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
498	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
500	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
501	SECTION 2113 MASONRY CHIMNEYS
504	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
505	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
506	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
507	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
508	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
510	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
514	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
515	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
516	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
517	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 SUPPORTSa TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
518	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
520	TABLE 2304.10.1 FASTENING SCHEDULE
521	TABLE 2304.10.1—continued FASTENING SCHEDULE
522	TABLE 2304.10.1—continued FASTENING SCHEDULE
523	TABLE 2304.10.1—continued FASTENING SCHEDULE
524	TABLE 2304.10.1—continued FASTENING SCHEDULE
525	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
527	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
528	TABLE 2305.2(2)V ALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
529	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
530	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
531	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
532	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 LOADINGb, g, h
533	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
534	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 LOADINGb, f, g, i 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 ONLYa, b, c, d, e
535	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
537	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)
538	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-firb and required number of jack studs)
539	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)
540	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
541	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
542	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
543	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
544	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
545	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
547	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
548	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
549	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
550	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
551	TABLE 2308.6.3(1) BRACING METHODS
552	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
553	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
554	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
556	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
558	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
559	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
560	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
561	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
562	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
563	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
564	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
565	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)
566	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
567	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)
568	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
569	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
570	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
571	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)
572	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
573	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
574	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
575	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
576	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
577	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
578	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg
579	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
580	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
582	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
583	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 EQUATION 24-10 EQUATION 24-11
584	EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
585	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
586	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
587	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
588	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
590	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
591	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
592	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
593	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)
594	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
595	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE
596	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
599	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
601	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
602	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 SECTION 2605 PLASTIC VENEER
603	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2606 LIGHT-TRANSMITTING PLASTICS
604	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
605	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
606	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
607	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
608	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
610	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
612	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
614	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
615	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
616	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
618	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
619	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
620	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
621	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
622	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
626	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
627	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
629	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
630	SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS
632	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
634	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
635	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
636	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
637	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
638	CHAPTER 34 RESERVED
640	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC
641	AISI ALI AMCA ANSI
642	APA
643	ASABE ASCE/SEI
644	ASME ASSE ASTM
655	AWC AWCI
656	AWPA AWS BHMA CEN CPA
657	CPSC CSA CSSB DASMA
658	DOC DOL DOTn FEMA FM
659	GA HPVA ICC
660	ISO
661	MHI NAAMM NCMA NFPA
664	PCI PTI RMI SBCA SDI SJI
665	SPRI SRCC TIA TMS TPI
666	UL
668	ULC USC WCLIB WDMA WRI
670	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS [A] SECTION A102 REFERENCED STANDARDS
672	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
674	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
676	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
677	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
678	SECTION D106 REFERENCED STANDARDS
680	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
681	TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
682	SECTION E107 SIGNAGE SECTION E108 BUS STOPS
683	SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
684	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS
686	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
688	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
689	SECTION G104 PERMITS
690	SECTION G105 VARIANCES
691	SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT
692	SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK
693	SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U SECTION G1101 REFERENCED STANDARDS
694	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION
695	SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES
696	SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
697	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS
698	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
700	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED
701	SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
702	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
703	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
704	APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
705	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
706	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
708	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
710	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS
712	APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
713	SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN
714	INDEX
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