ICC IBC 2021 1stptg

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International Building Code, 2nd Printing

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ICC	2021	833

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Category: ICC

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Description

This code applies to all buildings except detached one- and two-family dwellings and townhouses up to three stories. The 2021 IBC® contains many important changes such as: Puzzle rooms (escape rooms) are now defined and regulated as special amusement areas, requiring compliance with Section 411 and special means of egress requirements. For the purposes of determining the allowable number of control areas in a building, each portion separated by one or more fire walls is now considered as a separate building. In Group E occupancies, enhanced classroom acoustics in compliance with ICC A117.1 are to be provided in all classrooms having of volume of 20,000 cubic feet or less. The requirements for metal composite materials and systems (MCM) installed on the exterior walls of Types I, II, III and IV construction were simplified and sprinkler allowances were deleted The use of intermodal shipping containers as buildings is now specifically addressed through provisions intended to supplement existing applicable IBC requirements. Automatic sprinkler protection is now required in Group S-2 open parking garages where any fire area exceeds 48,000 square feet. The 2017 edition of ICC A117.1 was adopted. Parapets of a minimum height are now required for aggregate-surfaced roofs to prevent blow-off. Mixed occupancy buildings with assembly spaces are placed in Risk Category III when the total public assembly occupant load is greater than 2500 people. The 2021 IBC snow map is updated to match ASCE 7-16 snow maps by adding a reference to ASCE 7 snow tables in states with large case study areas. Secondary rain loads are updated to be consistent with ASCE 7. Special inspection requirements were added to address the anchorage and connection of mass timber structural elements. Installation of firestop, fire-resistant joint systems and perimeter fire barrier systems in residential-use buildings now requires special inspection in Group R fire areas having an occupant load exceeding 250 people. Frost protection for egress doors was added to the foundation requirements. ACI standards ACI 117 and ITG 7 were added by reference to provide acceptable tolerances for concrete construction. Three new types of construction (Types IV-A, IV-B, and IV-C) allow mass timber buildings of taller heights, more stories above grade, and greater allowable areas compared to existing provisions for heavy timber buildings.

PDF Catalog

PDF Pages	PDF Title
1	2021 IBC® INTERNATIONAL BUILDING CODE®
2	2021 IBC® INTERNATIONAL BUILDING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
12	ARRANGEMENT AND FORMAT OF THE 2021 IBC
24	TABLE OF CONTENTS
32	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
33	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
35	SECTION 105 PERMITS
37	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 CONSTRUCTION DOCUMENTS
38	SECTION 108 TEMPORARY STRUCTURES AND USES
39	SECTION 109 FEES SECTION 110 INSPECTIONS
40	SECTION 111 CERTIFICATE OF OCCUPANCY
41	SECTION 112 SERVICE UTILITIES SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER
42	SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
44	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
76	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
77	SECTION 304 BUSINESS GROUP B
78	SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
79	SECTION 307 HIGH-HAZARD GROUP H
80	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
81	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
82	TABLE 307.1(2) [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
83	SECTION 308 INSTITUTIONAL GROUP I
84	SECTION 309 MERCANTILE GROUP M
85	SECTION 310 RESIDENTIAL GROUP R
86	SECTION 311 STORAGE GROUP S
87	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
88	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
91	EQUATION 4-1
92	SECTION 403 HIGH-RISE BUILDINGS
93	TABLE 403.2.3 MINIMUM BOND STRENGTH
95	SECTION 404 ATRIUMS
96	SECTION 405 UNDERGROUND BUILDINGS
97	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
100	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
102	SECTION 407 GROUP I-2
105	SECTION 408 GROUP I-3
108	SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
110	SECTION 411 SPECIAL AMUSEMENT AREAS
111	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
113	[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
114	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
115	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
116	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
117	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
118	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
119	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
121	[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED
123	[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
128	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES
129	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
131	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACIILITIES
132	SECTION 423 STORM SHELTERS
133	SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
134	SECTION 427 MEDICAL GAS SYSTEMS
135	SECTION 428 HIGHER EDUCATION LABORATORIES [F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
138	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
139	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
140	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
141	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa
142	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa
143	SECTION 506 BUILDING AREA EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
144	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
145	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
146	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET TABLE 506.3.3 FRONTAGE INCREASE FACTORa TABLE 506.3.3.1 SECTION 507 BUILDINGSa SECTION 507 UNLIMITED AREA BUILDINGS
149	SECTION 508 MIXED USE AND OCCUPANCY
150	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f
151	SECTION 509 INCIDENTAL USES [F] TABLE 509.1 INCIDENTAL USES
152	SECTION 510 SPECIAL PROVISIONS
156	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
158	EQUATION 6-1
160	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
162	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
163	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
165	SECTION 705 EXTERIOR WALLS
166	TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
167	EQUATION 7-1 TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
168	EQUATION 7-2 FIGURE 705.7 EQUIVALENT OPENING FACTOR
169	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
170	SECTION 706 FIRE WALLS
171	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
173	SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
174	SECTION 708 FIRE PARTITIONS
176	SECTION 709 SMOKE BARRIERS
177	SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES
178	SECTION 712 VERTICAL OPENINGS
180	SECTION 713 SHAFT ENCLOSURES
181	SECTION 714 PENETRATIONS
184	SECTION 715 JOINTS AND VOIDS
185	SECTION 716 OPENING PROTECTIVES
186	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
187	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
188	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
192	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
193	TABLE 717.3.2.1 FIRE DAMPER RATING
198	SECTION 718 CONCEALED SPACES
200	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
201	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
202	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
203	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
204	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
205	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
206	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
207	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
208	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
209	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
210	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
211	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
212	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
213	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
214	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
215	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
216	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
217	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
218	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
219	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
220	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
221	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
222	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
223	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
224	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
225	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
226	SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4
227	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 R
228	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
229	TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
230	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
231	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
232	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) 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)
233	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
234	TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
235	EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) TABLE 722.4.1(3) VALUES OF Rn0.59 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
236	EQUATION 7-8 EQUATION 7-9 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
237	EQUATION 7-10 EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
238	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—continued W/D RATIOS FOR STEEL COLUMNS
239	TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
240	TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
241	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
242	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
243	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
244	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
245	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)]
246	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)]
247	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
248	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 FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa
249	FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-12 EQUATION 7-13
250	EQUATION 7-14 EQUATION 7-15 EQUATION 7-16
251	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
252	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
253	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
254	TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
256	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
258	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
259	SECTION 804 INTERIOR FLOOR FINISH
260	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
261	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
262	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
263	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
265	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
267	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS
270	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
272	SECTION 905 STANDPIPE SYSTEMS
275	SECTION 906 PORTABLE FIRE EXTINGUISHERS
276	[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
277	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
287	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
288	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
290	EQUATION 9-1
291	EQUATION 9-2
297	SECTION 910 SMOKE AND HEAT REMOVAL
298	EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER
300	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
301	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
303	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE
304	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
305	SECTION 1004 OCCUPANT LOAD
306	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
307	SECTION 1005 MEANS OF EGRESS SIZING
308	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
309	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
310	TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
311	TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
312	SECTION 1008 MEANS OF EGRESS ILLUMINATION
313	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
315	SECTION 1010 DOORS, GATES AND TURNSTILES
322	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING D
323	TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
325	SECTION 1011 STAIRWAYS
329	SECTION 1012 RAMPS
330	SECTION 1013 EXIT SIGNS
331	SECTION 1014 HANDRAILS
332	SECTION 1015 GUARDS
334	SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
335	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
336	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
337	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH
338	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
339	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
341	SECTION 1024 EXIT PASSAGEWAYS
342	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
343	SECTION 1026 HORIZONTAL EXITS
344	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
345	SECTION 1028 EXIT DISCHARGE
346	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
347	TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
351	TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
353	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
356	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
357	SECTION 1104 ACCESSIBLE ROUTE
358	SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOORa
359	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.2 ACCESSIBLE PARKING SPACES
360	SECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES SECTION 1108 DWELLING UNITS AND SLEEPING UNITS
362	TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
364	SECTION 1109 SPECIAL OCCUPANCIES TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
365	TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
366	TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1110 OTHER FEATURES AND FACILITIES
370	TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES SECTION 1111 RECREATIONAL FACILITIES
372	TABLE 1111.4.9.1 BOAT SLIPS SECTION 1112 SIGNAGE
374	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
375	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
377	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING SECTION 1205 YARDS OR COURTS
378	SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS
379	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
382	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
384	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
385	SECTION 1403 MATERIALS
386	SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
387	TABLE 1404.3(2) VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3.1 CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
392	SECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
393	SECTION 1406 METAL COMPOSITE MATERIALS (MCM) SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
394	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
395	SECTION 1409 PLASTIC COMPOSITE DECKING
396	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION
397	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158
398	TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS SECTION 1505 FIRE CLASSIFICATION
399	TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
400	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
401	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
402	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
403	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
404	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
405	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
406	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
407	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
408	TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
409	TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
410	TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS
411	SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
412	SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1511 ROOFTOP STRUCTURES
414	SECTION 1512 REROOFING
416	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
417	SECTION 1604 GENERAL DESIGN REQUIREMENTS
418	TABLE 1604.3 DEFLECTION LIMITS
420	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
421	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATOIN 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 SECTION 1606 DEAD LOADS
422	SECTION 1607 LIVE LOADS
423	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
424	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
425	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
427	EQUATION 16-7 TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-8 EQUATION 16-9
428	EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16
430	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS
431	TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
432	TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
433	FIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
434	FIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
435	FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
436	FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
437	FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
438	FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
439	FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAI
440	FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
441	FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII
442	FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
443	FIGURE 1609.3(9) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII
444	FIGURE 1609.3(10) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
445	FIGURE 1609.3(11) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII
446	FIGURE 1609.3(12) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI)
447	EQUATION 16-17 TABLE 1609.3.1 WIND SPEED CONVERSIONS
448	EQUATION 16-18 SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE SECTION 1611 RAIN LOADS EQUATION 16-19
449	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS
450	FIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
451	FIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
452	FIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
453	FIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
454	FIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
455	SECTION 1613 EARTHQUAKE LOADS
456	EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 EQUATION 16-23
457	TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV 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
458	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
459	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)
460	FIGURE 1613.2.1(2) 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)
461	FIGURE 1613.2.1(3) 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)
462	FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
463	FIGURE 1613.2.1(5) 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)
464	FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
465	FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
466	FIGURE 1613.2.1(8) 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)
467	FIGURE 1613.2.1(9) 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)
468	FIGURE 1613.2.1(10) 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)
469	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES EQUATION 16-24 EQUATION 16-25
472	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
473	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
475	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
476	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
477	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
478	TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
479	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
481	TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
484	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
485	SECTION 1709 PRECONSTRUCTION LOAD TESTS
488	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
490	SECTION 1804 EXCAVATION, GRADING AND FILL
491	SECTION 1805 DAMPPROOFING AND WATERPROOFING
493	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
495	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
496	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b,
497	EQUATION 18-1 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
498	EQUATION 18-2 EQUATION 18-3 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
499	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c SECTION 1808 FOUNDATIONS
501	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fc OF CONCRETE OR GROUT
502	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
503	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
504	SECTION 1810 DEEP FOUNDATIONS
507	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
508	EQUATION 18-4
510	EQUATION 18-5
516	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY
517	SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
520	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
522	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
524	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS
525	TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
526	EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
527	EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
528	SECTION 2110 GLASS UNIT MASONRY
529	SECTION 2111 MASONRY FIREPLACES
531	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
532	SECTION 2113 MASONRY CHIMNEYS
535	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
536	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
538	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
539	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
540	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
541	SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
542	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
546	FIGURE 2303.4.1.2(1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
547	FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
548	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
549	FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
550	FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
551	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
552	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
553	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE 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
554	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) 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
555	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
557	TABLE 2304.10.2 FASTENING SCHEDULE
558	TABLE 2304.10.2—continued FASTENING SCHEDULE
559	TABLE 2304.10.2—continued FASTENING SCHEDULE
560	TABLE 2304.10.2—continued FASTENING SCHEDULE
561	TABLE 2304.10.2—continued FASTENING SCHEDULE
562	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
564	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1
565	TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I) TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
566	EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN
567	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
568	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 FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1)
569	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
570	FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2)
571	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
572	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 TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
574	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)
575	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)
576	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)
577	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
578	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
579	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
580	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
582	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 FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
583	TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
584	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
585	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
586	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
587	TABLE 2308.6.1 WALL BRACING REQUIREMENTSa
588	TABLE 2308.6.3(1) BRACING METHODS
589	TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING 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 PARTICLE BOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs)
590	TABLE 2308.6.3(5) HARDBOARD SIDING FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
591	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
593	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
595	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
596	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
598	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
599	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
600	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
601	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
602	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
603	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)
604	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
605	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)
606	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
607	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
608	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
609	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)
610	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
611	TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
612	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
613	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
614	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
615	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR
616	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi
617	TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
618	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
620	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
621	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
622	EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
623	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
624	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
625	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
626	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
628	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
629	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
630	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
631	SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
632	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
633	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
634	SECTION 2514 REINFORCED GYPSUM CONCRETE
636	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
640	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
641	[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa [BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
642	[BS]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
643	[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2606 LIGHT-TRANSMITTING PLASTICS
644	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
645	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
646	SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
647	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES
648	SECTION 2613 FIBER-REINFORCED POLYMER SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
650	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
652	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
654	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
655	[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
656	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
657	[P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
659	[P] 2903 INSTALLATION OF FIXTURES
660	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES
661	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS
662	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
663	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
664	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
665	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
668	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
669	SECTION 3103 TEMPORARY STRUCTURES
670	SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
671	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES
672	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES
673	SECTION 3113 RELOCATABLE BUILDINGS SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS
674	SECTION 3115 INTERMODAL SHIPPING CONTAINERS
676	TABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING
677	FIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH FIGURE 3115.8.5.3(2 )BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH
678	FIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS
680	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
682	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
683	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
684	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
685	SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
686	SECTION 3314 FIRE WATCH DURING CONSTRUCTON
688	CHAPTER 34 RESERVED
690	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
691	AISC AISI ALI AMCA ANSI
692	APA
693	ASABE ASCE/SEI
694	ASHRAE ASME ASSP ASTM
706	AWC AWCI
707	AWPA AWS BHMA CEN CPA
708	CPSC CSA CSSB DASMA
709	DHA DOC DOL DOTn EN FEMA
710	FM GA ICC
711	ISO
712	MHI NAAMM NCMA NFPA
715	PCI PTI RMI SBCA SDI SJI
716	SPRI SRCC TIA TMS
717	TPI UL
719	ULC USC WCLIB
720	WDMA WRI
722	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS TABLE A102.1 REFERENCED STANDARDS
724	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
726	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
728	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
729	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
730	SECTION D106 REFERENCED STANDARDS TABLE D106.1 REFERENCED STANDARDS
732	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
733	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
734	SECTION E107 SIGNAGE
735	SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
736	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS TABLE E111.1 REFERENCED STANDARDS
738	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
740	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 DEFINITIONS
741	SECTION G103 APPLICABILITY SECTION G104 POWERS AND DUTIES
742	SECTION G105 PERMITS SECTION G106 VARIANCES
743	SECTION G107 SUBDIVISIONS
744	SECTION G108 SITE IMPROVEMENT SECTION G109 MANUFACTURED HOMES SECTION G110 RECREATIONAL VEHICLES SECTION G111 TANKS
745	SECTION G112 OTHER BUILDING WORK SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G114 UTILITY AND MISCELLANEOUS GROUP U
746	SECTION G115 REFERENCED STANDARDS TABLE G115.1 REFERENCED STANDARDS
748	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION
749	SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES
750	SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
751	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS
752	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
754	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED
755	SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
756	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
757	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS TABLE J111.1 REFERENCED STANDARDS
758	APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
759	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
760	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
762	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL
764	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS SECTION M102 REFERENCED STANDARDS TABLE M102.1 REFERENCED STANDARDS
766	APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS
767	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
768	[A] APPENDIX O PERFORMANCE-BASED APPLICATION [A] SECTION O101 GENERAL
770	INDEX
810	RESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI)
812	RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI)
813	COPYRIGHT
814	TABLE OF CONTENTS
816	PREFACE
817	ABOUT THE INTERNATIONAL CODE COUNCIL
818	1.0 INTRODUCTION PURPOSE AND SCOPE 2.0 DEFINITIONS AND ACRONYMS 3.0 REMOTE VIRTUAL INSPECTION PROCESS
819	CUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION
820	AHJ: SCHEDULING REMOTE VIRTUAL INSPECTION
821	CUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL
822	WHAT TO EXPECT DURING THE INSPECTION INSPECTION RESULTS
823	MAINTAINING RECORDS OF INSPECTIONS 4.0 TRAINING AND COMMUNICATION STAFF TRAINING
824	CUSTOMER/APPLICANT ADDITIONAL CONSIDERATIONS
825	5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES)
826	KEYS TO SUCCESS FOR REMOTE VIRTUAL INSPECTIONS WHAT ARE REMOTE VIRTUAL INSPECTIONS (RVI)? RVI BENEFITS THE FOUNDATION OF SUCCESS: TRAINING AND COMMUNICATION
827	THE KEY STEPS TO A REMOTE VIRTUAL INSPECTION
828	ICC DIGITAL CODES LIBRARY
829	RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) BACK COVER
830	VALUABLE GUIDES TO CHANGES IN THE 2021 I-CODES
831	ICC EVALUATION SERVICE
832	S.K. GHOSH ASSOCIATES
833	TELEWORK WITH ICC DIGITAL CODES PREMIUM