NC BuildingCode 2012

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North Carolina Building Code, 4th Printing

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NC	2012	696

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This is a fully integrated code based on the 2009 International Building Code.

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1	2012 NORTH CAROLINA STATE BULDING CODE: BUILDING CODE (2009 IBC® WITH NORTH CAROLINA AMENDMENTS)
2	COPYRIGHT
3	NORTH CAROLINA STATE BUILDING CODE COUNCIL MARCH 14, 2017
4	NORTH CAROLINA DEPARTMENT OF INSURANCE COMMITTEES OF THE COUNCIL MARCH 14, 2017
5	PREFACE
7	EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE
17	ORDINANCE
19	TABLE OF CONTENTS
27	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
28	SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY DELETED SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL DELETED SECTION 105 PERMITS DELETED SECTION 106 FLOOR AND ROOF DESIGN LOADS DELETED SECTION 107 SUBMITTAL DOCUMENTS DELETED SECTION 108 TEMPORARY STRUCTURES AND USES DELETED SECTION 109 FEES DELETED SECTION 110 INSPECTIONS DELETED SECTION 111 CERTIFICATE OF OCCUPANCY DELETED SECTION 112 SERVICE UTILITIES DELETED SECTION 113 BOARD OF APPEALS DELETED SECTION 114 VIOLATIONS DELETED
29	SECTION 115 STOP WORK ORDER DELETED SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT DELETED
31	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
43	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
44	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
45	SECTION 307 HIGH-HAZARD GROUP H
46	[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
47	[F] TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
48	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, i
53	SECTION 308 INSTITUTIONAL GROUP I
54	SECTION 309 MERCANTILE GROUP M
55	SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S
56	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
57	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS EQUATION 4-1
60	SECTION 403 HIGH-RISE BUILDINGS
61	TABLE 403.2.4 MINIMUM BOND STRENGTH
63	SECTION 404 ATRIUMS
64	SECTION 405 UNDERGROUND BUILDINGS
65	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
67	TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT
69	SECTION 407 GROUP I-2
70	SECTION 408 GROUP I-3
73	SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES AND PLATFORMS
75	SECTION 411 SPECIAL AMUSEMENT BUILDINGS
76	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
77	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c
78	SECTION 413 COMBUSTIBLE STORAGE
79	SECTION 414 HAZARDOUS MATERIALS [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
81	[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 LIQUIDS d, e, f TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
82	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
83	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
86	[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
87	TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
88	[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED
90	[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
95	SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS
96	SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS I-1, R-1, R-2, R-3
97	SECTION 421 HYDROGEN CUTOFF ROOMS SECTION 422 AMBULATORY HEALTH CARE FACILITIES
98	SECTION 423 STORM SHELTERS SECTION 424 TEMPORARY OVERFLOW EMERGENCY SHELTERS FOR THE HOMELESS SECTION 425 LICENSED RESIDENTIAL CARE FACILITY
100	SECTION 426 LICENSED ADULT AND CHILD DAY CARE SECTION 427 PRIVATE AND PUBLIC SCHOOLS
101	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT
102	TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane.Building area limitations shown in square feet, as determined by the definition of “Area, building,” per story
103	SECTION 505 MEZZANINES
104	SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2
105	SECTION 507 UNLIMITED AREA BUILDINGS
106	SECTION 508 MIXED USE AND OCCUPANCY
107	TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES
109	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (hours)
110	SECTION 509 SPECIAL PROVISIONS
113	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) SECTION 602 CONSTRUCTION CLASSIFICATION
114	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e TABLE 602.4 WOOD MEMBER SIZE
115	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
116	SECTION 605 SOLAR PHOTOVOLTAIC POWER SYSTEMS
119	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS
120	SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
121	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
123	SECTION 705 EXTERIOR WALLS
124	EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR
125	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
126	EQUATION 7-2
127	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
129	SECTION 707 FIRE BARRIERS TABLE 707.3.9 DELETED
130	SECTION 708 SHAFT ENCLOSURES
134	SECTION 709 FIRE PARTITIONS SECTION 710 SMOKE BARRIERS
135	SECTION 711 SMOKE PARTITIONS SECTION 712 HORIZONTAL ASSEMBLIES
136	SECTION 713 PENETRATIONS
139	SECTION 714 FIRE-RESISTANT JOINT SYSTEMS SECTION 715 OPENING PROTECTIVES
140	TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
143	TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
144	SECTION 716 DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.2.1 FIRE DAMPER RATING
147	SECTION 717 CONCEALED SPACES
150	SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
151	SECTION 720 PRESCRIPTIVE FIRE RESISTANCE SECTION 721 CALCULATED FIRE RESISTANCE
152	TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
153	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
154	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
155	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
156	TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
157	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
158	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
159	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
160	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
161	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
162	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
163	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
164	TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
165	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
166	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
167	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
168	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
169	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
170	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
171	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
172	TABLE 720.1(3) NOTES TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
173	EQUATION 7-3 FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS EQUATION 7-4 TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
174	TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
175	TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
176	TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches) EQUATION 7-5 FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
177	FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
178	TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
179	TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
180	EQUATION 7-6 TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
181	EQUATION 7-7 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8
182	EQUATION 7-9 EQUATION 7-10 TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
183	TABLE 721.4.1(3) VALUES OF Rn0.59 TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 721.4.1(5) REINFORCED MASONRY LINTELS TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-11 FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
184	EQUATION 7-12 FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS EQUATION 7-13
185	FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS EQUATION 7-14
186	FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b EQUATION 7-15 EQUATION 7-16
187	FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
188	TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS
189	TABLE 721.5.1(2) PROPERTIES OF CONCRETE TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
190	TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
191	TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
192	TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
193	TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
194	TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
195	TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
196	TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
197	TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
198	TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
199	EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 FIGURE 721.6.3(1) LOAD FIGURE FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS
201	CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
203	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
204	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION [F] SECTION 806 DECORATIVE MATERIALS AND TRIM
205	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
207	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
210	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
211	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
213	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
215	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
217	SECTION 905 STANDPIPE SYSTEMS
219	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
220	[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
221	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
229	[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
230	SECTION 908 EMERGENCY ALARM SYSTEMS
231	SECTION 909 SMOKE CONTROL SYSTEMS
232	EQUATION 9-1
233	EQUATION 9-2 EQUATION 9-3
238	SECTION 910 SMOKE AND HEAT VENTS
239	EQUATION 9-4 [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
240	SECTION 911 FIRE COMMAND CENTER SECTION 912 FIRE DEPARTMENT CONNECTIONS
241	SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
242	SECTION 915 CARBON MONOXIDE DETECTION
245	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
246	SECTION 1003 GENERAL MEANS OF EGRESS
247	SECTION 1004 OCCUPANT LOAD
248	TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTb TABLE 1004.1.1—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANTb
249	SECTION 1005 EGRESS WIDTH SECTION 1006 MEANS OF EGRESS ILLUMINATION
250	SECTION 1007 ACCESSIBLE MEANS OF EGRESS
252	SECTION 1008 DOORS, GATES AND TURNSTILES
253	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
258	SECTION 1009 STAIRWAYS
261	SECTION 1010 RAMPS
262	SECTION 1011 EXIT SIGNS
263	SECTION 1012 HANDRAILS
264	SECTION 1013 GUARDS
265	SECTION 1014 EXIT ACCESS
266	SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
267	TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
268	TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa SECTION 1017 AISLES
269	SECTION 1018 CORRIDORS TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATINGe
270	SECTION 1019 EGRESS BALCONIES
271	SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND CONTINUITY TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD TABLE 1021.2 STORIES WITH ONE EXIT
272	SECTION 1022 EXIT ENCLOSURES
274	SECTION 1023 EXIT PASSAGEWAYS SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
275	SECTION 1025 HORIZONTAL EXITS
276	SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS
277	SECTION 1027 EXIT DISCHARGE
278	SECTION 1028 ASSEMBLY
279	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
281	TABLE 1028.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
282	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
285	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 SCOPING REQUIREMENTS
286	SECTION 1104 ACCESSIBLE ROUTE
287	SECTION 1105 ACCESSIBLE ENTRANCES
288	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 ACCESSIBLE PARKING SPACES
289	SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
290	TABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS
292	SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
293	TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
294	TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIES
297	TABLE 1109.11.2 ACCESSIBLE CHECK-OUT AISLES
298	TABLE 1109.14.3.1 MINIMUM REQUIRED NUMBER OF ACCESSIBLE BERTHS SECTION 1110 SIGNAGE
301	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
302	SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING
303	SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS
304	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS
305	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
307	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
308	SECTION 1404 MATERIALS
309	SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1405.3.1 CLASS III VAPOR RETARDERS
313	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
314	SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
315	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
317	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION
318	SECTION 1504 PERFORMANCE REQUIREMENTS
319	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 SECTION 1506 MATERIALS
320	SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
321	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
323	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa,b,c
324	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
325	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
326	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
327	TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
328	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
329	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
330	SECTION 1509 ROOFTOP STRUCTURES
331	SECTION 1510 REROOFING
333	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS
334	SECTION 1603 CONSTRUCTION DOCUMENTS
335	SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
337	TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
338	SECTION 1605 LOAD COMBINATIONS 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
339	EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
340	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
341	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS
342	EQUATION 16-22 TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
343	EQUATION 16-23 EQUATION 16-24 EQUATION 16-25
344	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31
345	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS
346	FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
347	FIGURE 1608.2—continued GROUND SNOW LOADS, Pg, FOR THE STATE OF NORTH CAROLINA (psf)
348	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d FIGURE 1609 NORTH CAROLINA BASIC WIND SPEED
349	FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST)
350	FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE
351	EQUATION 16-32 EQUATION 16-33 TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa, b, c
352	TABLE 1609.6.2(1) WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
353	TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cneta, b
354	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cneta, b
355	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cneta, b
356	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cneta, b
357	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cneta, b EQUATION 16-34
358	SECTION 1610 SOIL LATERAL LOADS TABLE 1610.1 LATERAL SOIL LOAD
359	SECTION 1611 RAIN LOADS EQUATION 16-35 FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES/HOUR) NORTH CAROLINA FOR PRIMARY ROOF DRAINS
360	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
361	SECTION 1612 FLOOD LOADS
362	SECTION 1613 EARTHQUAKE LOADS
363	EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39
364	TABLE 1613.5.2 SITE CLASS DEFINITIONS TABLE 1613.5.3(1) VALUES OF SITE COEFFICIENT Faa TABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT FVa
365	EQUATION 16-40 EQUATION 16-41 EQUATION 16-42 EQUATION 16-43 TABLE 1613.5.5 SITE CLASSIFICATIONa
366	TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
367	EQUATION 16-44 EQUATION 16-45
368	SECTION 1614 STRUCTURAL INTEGRITY
369	EQUATION 16-46 EQUATION 16-47
370	FIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
371	FIGURE 1613.5(1)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
372	FIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
373	FIGURE 1613.5(2)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
374	FIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NORTH CAROLINA OF 0.2 SECOND SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS B FIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NORTH CAROLINA OF 1.0 SECOND SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS B
375	FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
377	CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
378	SECTION 1704 SPECIAL INSPECTIONS
380	TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
381	TABLE 1704.3—continued REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
382	TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
384	TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
385	TABLE 1704.5.1—continued LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
386	TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
387	TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
389	SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS
391	SECTION 1706 SPECIAL INSPECTIONS FOR WIND REQUIREMENTS SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
392	SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
393	SECTION 1709 CONTRACTOR RESPONSIBILITY SECTION 1710 STRUCTURAL OBSERVATIONS SECTION 1711 DESIGN STRENGTHS OF MATERIALS
394	SECTION 1712 ALTERNATIVE TEST PROCEDURE SECTION 1713 TEST SAFE LOAD SECTION 1714 IN-SITU LOAD TESTS SECTION 1715 PRECONSTRUCTION LOAD TESTS
395	SECTION 1716 MATERIAL AND TEST STANDARDS
397	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
399	SECTION 1804 EXCAVATION, GRADING AND FILL
400	SECTION 1805 DAMPPROOFING AND WATERPROOFING
401	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
402	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
403	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
404	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
405	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
406	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
407	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
408	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3
409	SECTION 1808 FOUNDATIONS
410	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
411	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f´ C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
412	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
413	SECTION 1810 DEEP FOUNDATIONS
416	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
417	EQUATION 18-4
420	EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9
421	EQUATION 18-10 EQUATION 18-11
427	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
428	TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f´ c) FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c
429	SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
430	SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1907 DETAILS OF REINFORCEMENT SECTION 1908 MODIFICATIONS TO ACI 318
433	SECTION 1909 STRUCTURAL PLAIN CONCRETE SECTION 1910 MINIMUM SLAB PROVISIONS
434	SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
435	SECTION 1913 SHOTCRETE
436	SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
437	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
439	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
442	SECTION 2103 MASONRY CONSTRUCTION MATERIALS
443	TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION
444	SECTION 2105 QUALITY ASSURANCE TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
445	TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1
446	SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASON
447	TABLE 2109.1a H/t LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLSa, b, c, d TABLE 2109.1b H/t LATERAL SUPPORT RATIOS FOR UNREINFORCED EXTERIOR MASONRY WALLSa, b, c, d TABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS
448	TABLE 2109.1.1 EMPIRICAL WIND LIMITATIONS TABLE TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
449	TABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY TABLE 2109.4.1 INTERIOR WALLS LATERAL SUPPORT REQUIREMENTS IN WIND SPEEDS 110 MPH OR LESS
452	EQUATION 21-2 TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
453	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
454	TABLE 2111.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYSa
455	FIGURE 2111.1 FIREPLACE AND CHIMNEY DETAILS
457	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
458	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
461	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
462	TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE
463	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 220 3IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
464	SECTION 2206 STEEL JOISTS
465	SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
467	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
468	SECTION 2303 MINIMUM STANDARDS AND QUALITY
472	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
473	TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING TABLE 2304.6.1 MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
474	TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
475	TABLE 2304.7(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, b
476	TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(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, b
478	TABLE 2304.9.1.1 NOMINAL DIMENSIONS OF NAILS FREQUENTLY LISTED IN MODEL BUILDING CODES AND THIS REPORTb
479	TABLE 2304.9.1.2 WALL FRAMINGa, e
480	TABLE 2304.9.1.2—continued WALL FRAMINGa, e
481	FIGURE 2304.9.1.3 CEILING AND ROOF FRAMINGa, e
482	FIGURE 2304.9.1.3—continued CEILING AND ROOF FRAMINGa, e
483	TABLE 2304.9.1.4 FLOOR FRAMINGa, e
484	FIGURE 2304.9.1.4—continued FLOOR FRAMINGa, e
485	TABLE 2304.9.1.5 SUMMARY OF USE OF FASTENERS FOR FRAMINGa, d
486	TABLE 2304.9.1.6 ALLOWABLE SPACING OF ALTERNATE FASTENERSa FOR THE ATTACHMENT OF 19/32-, 5/8-, 23/32-, AND 3/4e-INCH WOOD STRUCTURAL PANEL AND PARTICLEBOARD COMBINATION SUBFLOOR/UNDERLAYMENT TO WOOD FRAMING MEMBERSf
488	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS EQUATION 23-1
489	EQUATION 23-2 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
490	SECTION 2306 ALLOWABLE STRESS DESIGN
491	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
492	TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
493	TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh
494	TABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h
495	TABLE 2306.2.1(2)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
496	TABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l
497	TABLE 2306.3—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
498	TABLE 2306.7 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
499	SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
501	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360)
502	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360)
503	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360)
504	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360)
506	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
507	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
508	TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
509	TABLE 2308.9.3(5) HARDBOARD SIDING
510	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
511	TABLE 2308.9.5 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)
512	TABLE 2308.9.5—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)
513	TABLE 2308.9.6 HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
515	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
516	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240)
517	TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240)
518	TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
519	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
520	TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
521	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
522	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240)
523	TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240)
524	TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
525	TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
526	TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
527	TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
528	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
529	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
530	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
531	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
532	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg
533	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
534	TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
535	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
536	FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
537	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
538	FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
539	FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
540	FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
541	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3
542	EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12
543	SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
544	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
545	TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
546	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
547	SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
549	CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION
550	SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
551	TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
552	SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
553	SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER
555	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
558	SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
560	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
561	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
562	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
563	SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
565	CHAPTER 27 EMERGENCY AND STANDBY POWER SECTION 2701 GENERAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
567	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
569	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)
570	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
571	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
573	SECTION 2903 TOILET ROOM REQUIREMENTS
575	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES [F] SECTION 3003 EMERGENCY OPERATIONS
576	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
577	SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
578	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
581	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
582	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
583	SECTION 3105 AWNINGS AND CANOPIES
584	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
586	SECTION 3110 AUTOMATIC VEHICULAR GATES
587	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
589	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY
590	SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
591	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 SECTION 3311 STANDPIPES
592	SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
593	CHAPTER 34 EXISTING BUILDINGS AND STRUCTURES DELETED
595	CHAPTER 35 REFERENCED STANDARDS AA AAMA AASHTO ACI
596	AF&PA AISC AISI
597	AITC ALI ANSI
598	APA APSP ASABE ASCE/SEI
599	ASME ASTM
605	AWCI
606	AWPA AWS BHMA CGSB CPA
607	CPSC CSA CSSB DASMA DOC
608	DOJ DOL DOTn EN FEMA FM
609	GA HPVA HUD ICC
610	ISO NAAMM NCMA NFPA
612	PCI PTI RMI SDI SJI
613	SPRI TIA TMS TPI UL
614	ULC
615	USC WDMA WRI
617	CHAPTER 36 DOCKS, PIERS, BULKHEADS AND WATERWAY STRUCTURES SECTION 3601 GENERAL AND SCOPE SECTION 3602 DEFINITIONS
618	SECTION 3603 PERMITS AND APPROVALS SECTION 3604 MINIMUM DESIGN LOADS
619	SECTION 3605 MATERIALS
620	TABLE 3605.3 SPECIFICATONS FOR SOUTHERN PINE2 LUMBER IN FRESH AND SALT WATER SERVICE
621	TABLE 3605.7.1 LIMITATIONS ON MECHANICAL PROPERTIES FOR VINYL CHLORIDE BASED SHEET PILING
622	TABLE 3605.7.2 LIMITATIONS ON PHYSICAL AND MECHANICAL PROPERTIES FOR FIBER REINFORCED POLYMER COMPONENTS1
623	SECTION 3606 CONSTRUCTION OF PIERS, DOCKS, CATWALKS, GANGWAYS, AND FLOATING DOCKS
624	SECTION 3607 CONSTRUCTION: BULKHEADS AND REVETMENTS
627	APPENDIX A EMPLOYEE QUALIFICATIONS DELETED
629	APPENDIX B BOARD OF APPEALS DELETED
631	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
633	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
634	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
635	SECTION D106 REFERENCED STANDARDS
637	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES
638	TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES
639	TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES SECTION E107 SIGNAGE
640	SECTION E108 BUS STOPS SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
641	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS
643	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
645	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
646	SECTION G104 PERMITS SECTION G105 VARIANCES
647	SECTION G201 DEFINITIONS
648	SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES
649	SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
650	SECTION G1101 REFERENCED STANDARDS
651	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
652	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
653	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
654	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
655	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR OPENINGS SECTION I104 STRUCTURAL PROVISIONS
657	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
658	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
659	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
660	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
661	APPENDIX K ADMINISTRATIVE PROVISIONS DELETED
663	INDEX