A practical tool that helps you to master the code you deal with every day!

This comprehensive online publication provides a convenient reference for regulations of the 2009 International Building Code® (IBC®).

Presented in an easy-to-reference format the commentary includes the full text of the code, including tables and figures, followed by corresponding commentary at the end of each section in one document. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2009 IBC®.

The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2009 IBC®.

PDF Catalog

PDF Pages	PDF Title
1	2009_IBC_Comm_vol_I_COMPLETE_1stptg INTERNATIONAL BUILDING CODE® CODE AND COMMENTARY VOLUME I
2	COPYRIGHT
3	PREFACE
5	TABLE OF CONTENTS
7	CHAPTER 1 – SCOPE AND ADMINISTRATION
8	PART 1 – SCOPE AND APPLICATION SECTION 101 – GENERAL
10	SECTION 102 – APPLICABILITY PART 2 – ADMINISTRATION AND ENFORCEMENT SECTION 103 – DEPARTMENT OF BUILDING SAFETY
11	SECTION 104 – DUTIES AND POWERS OF BUILDING OFFICIAL
14	SECTION 105 – PERMITS
17	SECTION 106 – FLOOR AND ROOF DESIGN LOADS
18	SECTION 107 – SUBMITTAL DOCUMENTS
21	SECTION 108 – TEMPORARY STRUCTURES AND USES
22	SECTION 109 – FEES
23	SECTION 110 – INSPECTIONS
25	SECTION 111 – CERTIFICATE OF OCCUPANCY
26	SECTION 112 – SERVICE UTILITIES SECTION 113 – BOARD OF APPEALS
27	SECTION 114 – VIOLATIONS
28	SECTION 115 – STOP WORK ORDER SECTION 116 – UNSAFE STRUCTURES AND EQUIPMENT
31	CHAPTER 2 – DEFINITIONS SECTION 201 – GENERAL SECTION 202 – DEFINITIONS
49	CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
51	FIGURE 302.1 – GROUP CLASSIFICATION
53	FIGURE 303.1 (1) – ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD FIGURE 303.1 (2) – ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750SQ FT
54	FIGURE 303.1 (3) GROUP A-1 FIGURE 303.1 (4) GROUP A-1
55	FIGURE 303.1 ( 5) – GROUP A-2
56	TABLE 303.1 – SMALL ASSEMBLY USES – OCCUPANCY ASSIGNMENT
65	TABLE 307.1 (1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
66	TABLE 307.1 (1) – CONTINUED MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
67	TABLE 307.1 (2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
80	FIGURE 308.3 (1) – GROUP 1-2 – HOSPITAL
81	FIGURE 308.3 (2) – GROUP 1-2 – NURSING HOME FIGURE 308.3.1 – OCCUPANCY CLASSIFICATION OF CARE FACILITIES
82	FIGURE 308.4 – GROUP 1-3 – OCCUPANCY CONDITIONS
83	FIGURE 308.4.1 – CONDITION 1 FIGURE 308.4.2 – CONDITION 2
84	FIGURE 308.4.3 – CONDITION 3 FIGURE 308.4.4 – CONDITION 4
85	FIGURE 308.4.5 – CONDITION 5
87	FIGURE 309.1 (1) – GROUP M – DEPARTMENT STORE
88	FIGURE 309.1 (2) – GROUP M – SELF SERVICE GAS STATION (NO CAR REPAIR IS DONE)
90	FIGURE 310.1 (1) – GROUP R-1 – HOTEL (OCCUPANTS PRIMARILY TRANSIENT)
91	FIGURE 310..1 (2) – GROUP R-2 – BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT)
92	FIGURE 310.1 (3) – GROUP R-2 – APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT)
93	FIGURE 310.1 (4) – GROUP R-2 – DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT)
94	FIGURE 310.1 (5) – GROUP R-3 – MIXED OCCUPANCY BUILDING FIGURE 310.1 (6) – GROUP R-3 – MIXED OCCUPANCY BUILDING
97	FIGURE 311.2 – GROUP S-1 – REPAIR GARAGES
98	FIGURE 311.3 – GROUP S-2 – ENCLOSED PARKING GARAGE
101	CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 – SCOPE SECTION 402 – COVERED MALL AND OPEN MALL BUILDINGS
103	FIGURE 402.2 – COVERED MALL BUILDING
105	FIGURE 402.4 – MEANS OF EGRESS
108	FIGURE 402.5.1 – MALL MINIMUM WIDTH
109	FIGURE 402.5.2 – MINIMUM WIDTH OF OPEN MALL
111	FIGURE 402.7.2 – TENANT SPACE AND ANCHOR BUILDING SEPARATIONS
115	FIGURE 402.16 – STOREFRONT SIGNAGE WITH PLASTIC SIGNS
116	SECTION 403 – HIGH-RISE BUILDINGS
117	FIGURE 403.1 (1) – HIGH-RISE BUILDING
118	FIGURE 403.1 (2) – HIGH-RISE BUILDINGS – STACK EFFECT
119	FIGURE 403.1 (3) – HIGH-RISE BUILDINGS
121	TABLE 403.2.4 – MINIMUM BOND STRENGTH
126	FIGURE 403.5.1 – HIGH-RISE BUILDINGS: REMOTENESS OF EXIT STAIRWAYS
129	FIGURE 403.6.1 – HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS
130	SECTION 404 – ATRIUMS
133	FIGURE 404.6 (1) – ENCLOSURE OF ATRIUMS ( EXCEPTION 1) FIGURE 404.6 (2) – ENCLOSURE OF ATRIUMS (EXCEPTION 3)
134	SECTION 405 – UNDERGROUND BUILDINGS
135	FIGURE 405.1 – EXAMPLES OF UNDERGROUND BUILDINGS
137	FIGURE 405.4 – EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING
138	FIGURE 405.4.1 – EXAMPLE OF HORIZONTAL COMPARTMENTATION
140	SECTION 406 – MOTOR-VEHICLE-RELATED OCCUPANCIES
145	FIGURE 406.3.3.1 – TWO-STORY OPEN PARKING GARAGE
146	TABLE 406.3.5 – OPEN PARKING GARAGES AREA AND HEIGHT
150	SECTION 407 – GROUP I-2
152	FIGURE 407.2.1 – GROUP 1-2: WAITING ROOMS AND SIMILAR AREAS
153	FIGURE 407.2.2 – GROUP I-2: NURSES’ STATION
154	FIGURE 407.3 – GROUP I-2: CORRIDOR WALLS
155	FIGURE 407.4 – GROUP I-2: SMOKE BARRIER
156	FIGURE 407.4.2(1) – ACCEPTABLE EGRESS ARRANGEMENT
157	FIGURE 407.4.2 (2) – UNACCEPTABLE EGRESS ARRANGEMENT
158	SECTION 408 – GROUP I-3
159	FIGURE 408.1 – GROUP I-3: OCCUPANCY CONDITIONS
163	FIGURE 408.4.1 – GROUP I-3: MANUAL RELEASE
164	FIGURE 408.5(1) – GROUP I-3: VERTICAL OPENINGS
165	FIGURE 408.5 (2) – GROUP I-3: VERTICAL OPENINGS
166	FIGURE 408.6.1 – GROUP I-3: SMOKE COMPARTMENTS
167	FIGURE 408.6.2 – GROUP I-3: REFUGE AREA
168	SECTION 409 – MOTION PICTURE PROJECTION ROOMS
170	SECTION 410 – STAGES AND PLATFORMS
176	SECTION 411 – SPECIAL AMUSEMENT BUILDINGS
178	SECTION 412 – AIRCRAFT-RELATED OCCUPANCIES
180	TABLE 412.3.2 – HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
183	TABLE 412.4.6 – HANGAR FIRE SUPPRESSION REQUIREMENTS
186	SECTION 413 – COMBUSTIBLE STORAGE SECTION 414 – HAZARDOUS MATERIALS
188	FIGURE 414.2 – CONTROL AREAS
189	TABLE 414.2.2 – DESIGN AND NUMBER OF CONTROL AREAS FIGURE 414.2.2 – CONTROL AREAS
192	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
193	TABLE 414.2.5(2) – MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDSIN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
195	TABLE 414.5.1 – EXPLOSION CONTROL REQUIREMENTS
197	SECTION 415 – GROUPS H-1, H-2, H-3, H-4 AND H-5
203	TABLE 415.3.1 – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
204	TABLE 415.3.1—continued – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
205	TABLE 415.3.2 – DETACHED BUILDING REQUIRED
211	TABLE 415.8.2.1.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
214	FIGURE 415.8.3 – ALLOWABLE HPM CORRIDOR ARRANGEMENTS
221	FIGURE 415.8.11.2 – CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS
222	SECTION 416 – APPLICATION OF FLAMMABLE FINISHES
223	SECTION 417 – DRYING ROOMS
224	SECTION 418 – ORGANIC COATINGS
225	SECTION 419 – LIVE/WORK UNITS
228	SECTION 420 – GROUPS I-1, R-1, R-2, R-3
229	SECTION 421 – HYDROGEN CUTOFF ROOMS
231	SECTION 422 – AMBULATORY HEALTH CARE FACILITIES
232	SECTION 423 – STORM SHELTERS
237	CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
238	SECTION 501 – GENERAL SECTION 502 – DEFINITIONS
239	FIGURE 502.1 (1) – BUILDING AREA-PROJECTED FIGURE 502.1 (2) – STORY ABOVE GRADE
240	FIGURE 502.1(3)DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONGTHE ENTIRE LENGTH OF THE EXTERIOR WALLS
241	FIGURE 502.1(4) – DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR FIGURE 502.1 (5) – DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL
242	FIGURE 502.1(6) – DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS FIGURE 502.1(7) – BUILDING HEIGHT
243	SECTION 503 – GENERAL BUILDING HEIGHT AND AREA LIMITATIONS FIGURE 503.1 – MINIMUM CONSTRUCTION TYPEIN ACCORDANCE WITH TABLE 503
245	TABLE 503 – ALLOWABLE BUILDING HEIGHTS AND AREASa
246	FIGURE 503.1.2(1) – BUILDINGS ON SAME LOT
247	FIGURE 503.1.2(2) – TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL SECTION 504 – BUILDING HEIGHT
249	SECTION 505 – MEZZANINES
252	SECTION 506 – BUILDING AREA MODIFICATIONS EQUATION 5-1
253	EQUATION 5-2
254	FIGURE 506.2 – FRONTAGE INCREASE FIGURE 506.2 (1) – FRONTAGE INCREASE – FIRE WALL FIGURE 506.2 (2) – FRONTAGE INCREASE
255	FIGURE 506.2.1 (1) – FRONTAGE INCREASE – THREE SIDES FIGURE 506.2.1 (2) – FRONTAGE INCREASE – FOUR SIDES FIGURE 506.2.2 (1) – ACCESS TO OPEN SPACE
256	FIGURE 506.2.2 (2) – ACCESS TO OPEN SPACE
261	SECTION 507 – UNLIMITED AREA BUILDINGS
262	FIGURE 507.1 – REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS
265	FIGURE 507.8(1) – USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING
266	FIGURE 507.8(2) – GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING
267	FIGURE 507.8(3)GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING
268	SECTION 508 – MIXED USE AND OCCUPANCY
269	FIGURE 508.2.1(1) – ACCESSORY USES LIMITED BY FLOOR AREA FIGURE 508.2.1(2) – ACCESSORY USES LIMITED BY TABULAR AREA
271	TABLE 508.2.5 – INCIDENTAL ACCESSORY OCCUPANCIES
273	FIGURE – 508.3 – NONSEPARATED USES
277	TABLE 508.4 – REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
278	FIGURE 508.4(1)SEPARATED OCCUPANCIES—EXAMPLE 1 FIGURE 508.4(2)SEPARATED OCCUPANCIES—EXAMPLE 1: LOCATION ON STORIES
281	SECTION 509 – SPECIAL PROVISIONS FIGURE 508.4(3) – SEPARATED OCCUPANCIES—EXAMPLE 2
282	FIGURE 508.4 (4) – SEPARATED OCCUPANCIES – EXAMPLE 3
284	FIGURE 509.2 – HORIZONTAL BUILDING SEPARATION
285	FIGURE 509.4 – EXAMPLE R-1 OVER ENCLOSED PARKING
286	FIGURE 509.5 – EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE
287	FIGURE 509.6 – EXAMPLE TYPE IIA, GROUP R-2 HEIGHT INCREASE
288	FIGURE 509.7OPEN PARKING BELOW OTHER GROUPS
290	FIGURE 509.8 -EXAMPLES S-2 PARKING OVER GROUP B AND M OCCUPANCIES
291	FIGURE 509.9 – MULTIPLE SEPARATE BUILDINGS
293	CHAPTER 6 – TYPES OF CONSTRUCTION SECTION 601 – GENERAL
294	TABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
295	FIGURE 601(1) – PROTECTION OF SECONDARY MEMBERS
296	FIGURE 601(2) – PROTECTION OF ROOF CONSTRUCTION
297	TABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
298	FIGURE 602(1) – DETERMINING FIRE SEPARATION DISTANCE FIGURE 602(2) – DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS
299	SECTION 602 – CONSTRUCTION CLASSIFICATION
300	FIGURE 602.2 – EXAMPLES OF TYPE I AND II CONSTRUCTION
301	FIGURE 602.3 – EXAMPLE OF TYPE III CONSTRUCTION
302	TABLE 602.4 – WOOD MEMBER SIZE FIGURE 602.4.1(1) – HEAVY TIMBER—FLOOR BEAM AND COLUMN FRAMING
303	FIGURE 602.4.1(2) – COLUMN/FLOOR BEAM CONNECTIONS AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION
304	FIGURE 602.4.3(1) – SPACED MEMBERS WITH COVER PLATE FIGURE 602.4.3 (2 0 – SOLID BLOCKING OF SPACED MEMBERS
305	FIGURE 602.4.4 (1) – CONCEALED SPACES
306	FIGURE 602.4.4 (2) – HEAVY TIMBER FLOORING
307	SECTION 603 – COMBUSTIBLE MATERIAL IN TYPE IAND II CONSTRUCTION
311	CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES SECTION 701 – GENERAL SECTION 702 – DEFINITIONS
312	FIGURE 702.1(1) – EXAMPLE OF ANNULAR SPACE
313	FIGURE 702.1(2) – EXAMPLE OF DRAFTSTOPPING FIGURE 702.1(3) – EXAMPLE OF DRAFTSTOPPING
314	FIGURE 702.1(4)EXAMPLE OF FIRE BARRIER FIGURE 702.1(5)EXAMPLES OF HORIZONTAL ASSEMBLIES
316	FIGURE 702.1(6) – FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE FIGURE 702.1(7) – FIRE SEPARATION DISTANCE MEASURED TO THE CENTERLINE OF A STREET FIGURE 702.1(8) – FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT
318	FIGURE 702.1(9) – EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS FIGURE 702.1(10) – EXAMPLES OF SINGLE MEMBRANE PENETRATION
320	FIGURE 702.1(11) – SMOKE BARRIER
321	SECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS FIGURE 702.1(12) – EXAMPLES OF THROUGH-PENETRATION FIRESTOP SYSTEMS
322	FIGURE 703.2 – STANDARD TIME-TEMPERATURE CURVE
326	SECTION 704 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
327	FIGURE 704.2 – COLUMN PROTECTION
328	FIGURE 704.3 – INDIVIDUAL FIRE PROTECTION METHOD FIGURE 704.4 – MEMBRANE FIRE PROTECTION METHOD
330	FIGURE 704.9(1) – EXTERIOR WALL VERTICAL FLAME BARRIER
332	SECTION 705 – EXTERIOR WALLS
333	FIGURE 705.2 – HORIZONTAL PROJECTIONS
335	FIGURE 705.6 – TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY EQUATION 7-1
336	FIGURE 705.7 – EQUIVALENT OPENING FACTOR
337	EXAMPLE -705.7 – ELEVATION OF EXTERIOR WALL
338	TABLE 705.8 – MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
339	FIGURE 705.8.1 – EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY
340	EQUATION 7-2
341	FIGURE 705.8.5(1)EXTERIOR WALL VERTICAL FLAME BARRIER FIGURE 705.8.5(2)EXTERIOR WALL HORIZONTAL FLAME BARRIER
342	FIGURE 705.8.6 – VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING
344	SECTION 706 – FIRE WALLS
345	FIGURE 705.11.1(1) – PARAPET WALL EXTENSION WITH SLOPING 100%NONSPRINKLERED BUILDING FIGURE 705.11.1(2) – PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING
346	FIGURE 706.2(1) – DETAILS OF MASONRY FIRE WALL FOR STABILITY (Compliments of NCMA)
347	FIGURE 706.2(2) – DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL)(Compliments of Gypsum Association) TABLE 706.4 – FIRE WALL FIRE-RESISTANCE RATINGS FIGURE 706.4(1) – RELATIONSHIP BETWEEN FUEL LOAD AND FIRE ENDURANCE
348	FIGURE 706.4(2) – OCCUPANCIES—FUEL LOAD—FIRE SEVERITY
349	FIGURE 706.5.1(1) – EXAMPLE OF METHOD 1
350	FIGURE 706.5.1(2) – EXAMPLE OF METHOD 2 FIGURE 706.5.1(3) – EXAMPLE OF METHOD 3
352	FIGURE 706.6 – GENERIC FIRE WALL EXAMPLE
353	FIGURE 706.6.1(1) – FIRE WALLS—STEPPED BUILDINGS
354	FIGURE 706.6.1(2) – FIRE WALLS—STEPPED BUILDINGS FIGURE 706.6.1(3) – FIRE WALLS—EXTENSION EXCEPTION
355	SECTION 707 – FIRE BARRIERS
357	TABLE 707.3.9 – FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
358	FIGURE 707.5 – CONTINUITY OF FIRE BARRIERS
360	SECTION 708 – SHAFT ENCLOSURES
361	FIGURE 708.2(1) – SHAFT ENCLOSURE—DRAFT CURTAIN EXCEPTION
362	FIGURE 708.2(2) – SHAFT ENCLOSURE—SHUTTERS EXCEPTION
363	FIGURE 708.2(3) – TWO-STORY SHAFT ENCLOSURE EXCEPTION
364	FIGURE 708.4 – VERTICAL SHAFTS—FIRE-RESISTANCE RATING
365	FIGURE 708.7 – PROTECTED OPENING IN SHAFT ENCLOSURE
366	FIGURE 708.11(1) – VERTICAL SHAFTS—BOTTOM ENCLOSURES METHOD 1 FIGURE 708.11(2) – VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2
367	FIGURE 708.11(3) – VERTICAL SHAFTS—BOTTOM ENCLOSURE ROOM METHOD 2—EXCEPTION 1
368	FIGURE 708.11(4) – VERTICAL SHAFTS—BOTTOM ENCLOSURE WITH SPRINKLERS—METHOD 2—EXCEPTION 1 FIGURE 708.11(5) – VERTICAL SHAFTS—BOTTOM ENCLOSURE EXCEPTION 3
369	FIGURE 708.12 – VERTICAL SHAFTS—TOP ENCLOSURE AT FLOOR
370	FIGURE 708.13.3 – REFUSE CHUTE (FIRE BARRIER OPTION)
374	SECTION 709 – FIRE PARTITIONS
377	FIGURE 709.4(1) – CONTINUITY OF FIRE PARTITIONS FIGURE 709.4(2)(A) – FIRE PARTITION CONTINUITY
378	FIGURE 709.4(2)(B) – FIRE PARTITION CONTINUITY FIGURE 709.4(2)(C) – FIRE PARTITION CONTINUITY
379	SECTION 710 – SMOKE BARRIERS
381	FIGURE 710.5 – ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS SECTION 711 – SMOKE PARTITIONS
383	SECTION 712 – HORIZONTAL ASSEMBLIES
384	FIGURE 712.3.1 – CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES
385	FIGURE 712.3.3(1) – UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY FIGURE 712.3.3(2) – UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY
386	FIGURE 712.4(1) – CONTINUITY OF FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY
387	FIGURE 712.4(2) – PIPE PENETRATION OF FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY
388	SECTION 713 – PENETRATIONS
390	FIGURE 713.3.1(1) – VERTICAL SHAFTS—COMBUSTIBLE PENETRATIONS FIGURE 713.3.1(2) – COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL
391	FIGURE 713.3.1(3) – EXAMPLES OF ANNULAR SPACE PROTECTION
393	FIGURE 713.3.2(1) – OUTLET BOXES IN RATED ASSEMBLIES
394	FIGURE 713.3.2(2) – EXCEPTION TO ANNULAR SPACE PROTECTION
396	FIGURE 713.4.1(1) – NONCOMBUSTIBLE PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY FIGURE 713.4.1(2) – EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES
398	FIGURE 713.4.1.1.2 – EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM
399	FIGURE 713.4.1.2(1) – PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF FIRE-RESISTANCE-RATED ASSEMBLY
400	FIGURE 713.4.1.2(2) – NONCOMBUSTIBLE PIPE PENETRATIONS OF CEILING MEMBRANE OF A FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY
401	FIGURE 713.4.2.1 – NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES
402	SECTION 714 – FIRE-RESISTANT JOINT SYSTEMS FIGURE 714.1 – EXAMPLES OF JOINT LOCATIONS
405	FIGURE 714.4 – EXTERIOR CURTAIN WALL/FLOOR INTERSECTION SECTION 715 – OPENING PROTECTIVES
407	TABLE 715.4 – FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
413	TABLE 715.5 – FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
414	TABLE 715.5.4 – LIMITING SIZES OF WIRED GLASS PANELS
415	SECTION 716 – DUCTS AND AIR TRANSFER OPENINGS
417	TABLE 716.3.2.1 – FIRE DAMPER RATING
419	FIGURE 716.5 – FIRE DAMPERS IN RATED WALL
421	FIGURE 716.5.3.1(1) – FIRE DAMPERS—EXCEPTION 1
422	FIGURE 716.5.3.1(2) – FIRE DAMPERS—EXCEPTION 1.4
423	FIGURE 716.5.4(1) – FIRE DAMPERS-EXCEPTION 1 FIGURE 716.5.4(2) – FIRE DAMPERS—EXCEPTION 2
425	FIGURE 716.6.1(1) – AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY
426	FIGURE 716.6.1(2) – AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED ROOF ASSEMBLY
427	FIGURE 716.6.3(1) – DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES
428	FIGURE 716.6.3(2) – FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES SECTION 717 – CONCEALED SPACES
430	FIGURE 717.2.3(1) – FIREBLOCKING—SOFFITS
431	FIGURE 717.2.3(2) – FIREBLOCKING—DROP CEILINGS FIGURE 717.2.3(3) – FIREBLOCKING—COVE CEILING
432	FIGURE 717.2.4 – FIREBLOCKING—STAIRS
433	FIGURE 717.2.7 – FIREBLOCKING—CONCEALED FLOOR SPACES
434	FIGURE 717.3.2 – DRAFTSTOPPING—GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATIONS
435	FIGURE 717.3.3 – DRAFTSTOPPING—CONCEALED FLOOR SPACES, OTHER GROUPS
436	FIGURE 717.4.2(1) – DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATIONS
437	FIGURE 717.4.2(2) – DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALLS SECTION 718 – FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
438	SECTION 719 – THERMAL- AND SOUND-INSULATING MATERIALS
439	FIGURE 719.2 – CONCEALED INSULATION
440	SECTION 720 – PRESCRIPTIVE FIRE RESISTANCE
441	FIGURE 720.1.1(1) – STEEL COLUMN ENCASED IN CONCRETE FIGURE 720.1.1(2) – REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES
442	FIGURE 720.1(2)(a) – CONCRETE WALL
443	FIGURE 720.1(2)(b) – METAL STUD WALL WITH PLASTER FIGURE 720.1(3) – WOOD FLOOR TRUSS
444	TABLE 720.1(1) – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
445	TABLE 720.1(1)—continued – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
446	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
447	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
448	TABLE 720.1(2 – )RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
449	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
450	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
451	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
452	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
453	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
454	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
455	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
456	TABLE 720.1(3) – MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
457	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
458	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
459	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
460	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
461	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
462	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
463	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
464	SECTION 721 – CALCULATED FIRE RESISTANCE
466	TABLE 721.2.1.1 – MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING
467	EQUATION 7-3 FIGURE 721.2.1.2 – FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
468	TABLE 721.2.1.2(2) – FIRE-RESISTANCE RATINGS BASED ON R TABLE 721.2.1.2(1) – VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
469	FIGURE 721.2.1.3.1 – CERAMIC FIBER JOINT PROTECTION
470	TABLE 721.2.1.4(1) – MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
471	TABLE 721.2.1.4(2) – TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
472	TABLE 721.2.2.1 – MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.2 – DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
473	EQUATION 7-5 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
474	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
475	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)
476	TABLE 721.2.3(4) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 721.2.3(5) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
477	TABLE 721.2.4 – MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
478	EQUATION 7-6
479	TABLE 721.3.2 – MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
480	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 OFCONCRETE MASONRY COLUMNS (inches) EQUATION 7-7 EQUATION 7-8
481	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
482	EQUATION 7-9 EQUATION 7-10 TABLE 721.4.1(3) – VALUES OF R
483	TABLE 721.4.1(4) – COEFFICIENTS FOR PLASTER TABLE 721.4.1(5) – REINFORCED MASONRY LINTELS TABLE 721.4.1(6) – REINFORCED CLAY MASONRY COLUMNS EQUATION 7-11
484	FIGURE 721.5.1(1) – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
485	TABLE 721.5.1(1) – W/D RATIOS FOR STEEL COLUMNS
486	TABLE 721.5.1(2) – PROPERTIES OF CONCRETE TABLE 721.5.1(3) – THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
487	TABLE 721.5.1(4) – WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
488	TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
489	TABLE 721.5.1(5) – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
490	TABLE 721.5.1(5)—continued – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
491	TABLE 721.5.1(6) – FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
492	TABLE 721.5.1(7) – MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN NORMAL-WEIGHT CONCRETE a[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)]
493	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)]
494	EQUATION 7-12 FIGURE 721.5.1(2) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
495	FIGURE 721.5.1(3) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 721.5.1.2.1 – EXAMPLE—STEEL COLUMN PROTECTED WITH WALLBOARD
496	EQUATION 7-13 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
498	EQUATION 7-14 FIGURE 721.5.1.4 EXAMPLE—STEEL COLUMN ENCASED INCONCRETE FIGURE 721.5.1(6) – CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
499	EQUATION 7-15 EQUATION 7-16 FIGURE 721.5.1(7) – CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
500	FIGURE 721.5.2 – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
501	EQUATION 7-17
502	FIGURE 721.6 – EXAMPLE—WOOD STUD WALL WITH WALLBOARD
503	TABLE 721.6.2(1) – TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 721.6.2(2) – TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
504	EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 TABLE 721.6.2(3) – MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) – FLOORING OR ROOFING OVER WOOD FRAMING TABLE 721.6.2(5) – TIME ASSIGNED FOR ADDITIONAL PROTECTION
505	EQUATION 7-21 FIGURE 721.6.3(1) – LOAD FIGURE FIGURE 721.6.3(2) – EFFECTIVE LENGTH FACTORS
509	CHAPTER 8 – INTERIOR FINISHES SECTION 801 – GENERAL
510	SECTION 802 – DEFINITIONS
512	SECTION 803 – WALL AND CEILING FINISHES FIGURE 803.1(1)ASTM E 84 TUNNEL TEST FIGURE 803.1(2)FLAME IN TUNNEL TEST
513	FIGURE 803.1(3) – TYPICAL FLAME SPREAD OF COMMON MATERIALS FIGURE 803.1.2(1) – ROOM CORNER TEST FIGURE 803.1.2(2) – FLAME IN ROOM CORNER TEST
517	TABLE 803.9 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
518	FIGURE 803.11.2 – SET-OUT CONSTRUCTION
519	FIGURE 803.11.4 – THIN INTERIOR FINISHES SECTION 804 – INTERIOR FLOOR FINISH
520	FIGURE 804.2 – RADIANT FLOOR PANEL TEST (NFPA 253)
521	SECTION 805 – COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 – DECORATIVE MATERIALS AND TRIM
523	FIGURE 806.5(1) – TRIM COVERAGE AREA FIGURE 806.5(2) – MAXIMUM DIMENSION-FOAM PLASTIC TRIM
524	SECTION 807 – INSULATION SECTION 808 – ACOUSTICAL CEILING SYSTEMS
527	CHAPTER 9 – FIRE PROTECTION SYSTEMS SECTION 901 – GENERAL
529	SECTION 902 – DEFINITIONS
538	SECTION 903 – AUTOMATIC SPRINKLER SYSTEMS
540	FIGURE 903.2 – SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS
545	TABLE 903.2.5.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA
548	FIGURE 903.2.10.1 – SPACING OF OPENINGS IN STORIES OR BASEMENTS
549	FIGURE 903.2.10.1(1) – OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.10.1(2) – OPENINGS IN STORIES OR BASEMENTS—MORE THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.10.1(3) – OPENINGS IN STORIES OR BASEMENTS—LESS THAN 75 FEET FROM ANY POINT TO AN OPENING FIGURE 903.2.10.1(4) – OPENINGS IN STORIES OR BASEMENTS
552	TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
553	FIGURE 903.3 – SAMPLE SPRINKLER SYSTEM DRAWING AND DATASUBMITTALS
554	FIGURE 903.3.1 – NFPA 13, NFPA 13R, NFPA 13D SYSTEMS
555	FIGURE 903.3.1.1 – TYPICAL WET PIPE SYSTEM
561	SECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
568	SECTION 905 – STANDPIPE SYSTEMS
570	FIGURE 905.3.1(1) – HEIGHT THRESHOLD FOR STANDPIPES FIGURE 905.3.1(2) – HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS
576	SECTION 906 – PORTABLE FIRE EXTINGUISHERS
577	TABLE 906.1 – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE TABLE 906.1—continued – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
578	TABLE 906.3(1) – FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
579	TABLE 906.3(2) – FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
581	SECTION 907 – FIRE ALARM AND DETECTION SYSTEMS
583	FIGURE 907.2 – SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS
593	FIGURE 907.2.11.2 – LOCATION OF SMOKE ALARMS IN A DWELLING UNIT
604	TABLE 907.5.2.3.3 – VISIBLE ALARMS
607	SECTION 908 – EMERGENCY ALARM SYSTEMS
609	SECTION 909 – SMOKE CONTROL SYSTEMS
612	FIGURE 909.4.1 – STACK EFFECT
616	EQUATION 9-1
617	EQUATION 9-2
619	FIGURE 909.8(1) – SMOKE LAYER INTERFACE IN AN ATRIUM FIGURE 909.8(2) – AXISYMMETRICAL PLUME FIGURE 909.8(3) – BALCONY SPILL PLUME
620	FIGURE 909.8(4) – WINDOW PLUME FIGURE 909.8(5) – PLUGHOLING
621	FIGURE 909.8.1(1) – EXAMPLE, CRITICAL LEVEL OF SMOKE
622	FIGURE 909.8.1(2) – SMOKE LAYER INTERFACE
623	EQUATION 9-3
632	FIGURE 909.20.1 – DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE
633	FIGURE 909.20.3.2 – SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT
634	FIGURE 909.20.4.1 – SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT
635	FIGURE 909.20.4.2 – MECHANICALLY VENTILATED VESTIBULE
637	SECTION 910 – SMOKE AND HEAT VENTS
639	TABLE 910.3 – REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
640	FIGURE 910.3.4 – SMOKE AND HEAT VENT SPACING
641	EQUATION 9-4
643	SECTION 911 – FIRE COMMAND CENTER
644	SECTION 912 – FIRE DEPARTMENT CONNECTIONS
645	FIGURE 912.3.1 – LOCKING FDC CAPS
646	FIGURE 912.4 – FIRE DEPARTMENT CONNECTION WITH SIGN SECTION 913 – FIRE PUMPS
648	SECTION 914 – EMERGENCY RESPONDER SAFETY FEATURES FIGURE 914.1.1 – SHAFTWAY SIGNAGE
649	SECTION 915 – EMERGENCY RESPONDER RADIO COVERAGE
651	CHAPTER 10 – MEANS OF EGRESS
652	SECTION 1001 – ADMINISTRATION SECTION 1002 – DEFINITIONS
653	FIGURE 1002.1(1) – AISLES AND AISLE ACCESSWAYS
654	FIGURE 1002.1(2) – BALANCED DOOR
655	FIGURE 1002.1(3) – EXIT FIGURE 1002.1(5) – EXIT ACCESS
656	FIGURE 1002.1(6) – EXIT DISCHARGE FIGURE 1002.1(7) – EXIT DISCHARGE, LEVEL OF
657	FIGURE 1002.1(4) – EXIT HORIZONTAL
660	SECTION 1003 – GENERAL MEANS OF EGRESS
661	FIGURE 1003.3.1(1) – DOOR CLOSER HEADROOM PROTRUSIONS FOR WALKING SURFACES FIGURE 1003.3.1(2) – REDUCED VERTICAL CLEARANCE
663	FIGURE 1003.3.2(1) – POST-MOUNTED OBJECTS FIGURE 1003.3.2(2) – POST-MOUNTED PROTRUDING OBJECTS
664	FIGURE 1003.3.3 – EXAMPLES OF HORIZONTAL PROJECTIONS
665	FIGURE 1003.5 – ELEVATION CHANGE SECTION 1004 – OCCUPANT LOAD
666	FIGURE 1004.1 – COMBINED OCCUPANT LOAD FOR EGRESS DESIGN
667	TABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
668	FIGURE 1004.1.1 – TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION
669	FIGURE 1004.3 – EXAMPLE OF OCCUPANT LOAD LIMIT SIGN
670	FIGURE 1004.5(1) – EGRESS CONVERGENCE AT FIRST STORY
671	FIGURE 1004.5(2) – EGRESS CONVERGENCE AT INTERMEDIATE LEVEL FIGURE 1004.5(3) – NO EGRESS CONVERGENCE
672	FIGURE 1004.7 – TYPICAL FIXED SEATING
673	SECTION 1005 – EGRESS WIDTH
675	FIGURE 1005.2 – TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH
676	SECTION 1006 – MEANS OF EGRESS ILLUMINATION
677	SECTION 1007 – ACCESSIBLE MEANS OF EGRESS
681	FIGURE 1007.2.1 – ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS
682	FIGURE 1007.3(1) – ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING
683	FIGURE 1007.3(2) – ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE
684	FIGURE 1007.3(3) – ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT
687	FIGURE 1007.6 – SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE
689	FIGURE 1007.8(1) – EXTERIOR AREA OF RESCUE ASSISTANCE—PLAN VIEW
690	FIGURE 1007.8(2) – EXTERIOR AREA OF RESCUE ASSISTANCE—ELEVATION
692	SECTION 1008 – DOORS, GATES AND TURNSTILES
693	FIGURE 1008.1.1(1) – TYPICAL DOOR OPENING CLEARANCE FIGURE 1008.1.1(2) – TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE
697	FIGURE 1008.1.4.1(1) – REVOLVING DOORS IN BOOKFOLD POSITION FIGURE 1008.1.4.1(2) – TYPICAL REVOLVING DOOR/SIDE SWINGING DOOR ARRANGEMENT
698	TABLE 1008.1.4.1 – REVOLVING DOOR SPEEDS
702	FIGURE 1008.1.5 – DOOR LANDINGS
703	FIGURE 1008.1.7(1) – VERTICAL CHANGES IN LEVEL FIGURE 1008.1.7(3) – BEVELED CHANGES IN LEVEL FIGURE 1008.1.7(2) – BEVELED CHANGES IN LEVEL FIGURE 1008.1.7(4) – DOOR THRESHOLD HEIGHT LIMITATIONS
704	FIGURE 1008.1.8(1) – SPACING OF DOORS IN SERIES FIGURE 1008.1.8(2) – SPACING OF DOORS IN SERIES
705	FIGURE 1008.1.9.1 – DOOR HARDWARE
706	FIGURE 1008.1.9.3 – SURFACE AND FLUSH BOLT LOCATIONS
707	FIGURE 1008.1.9.4 – TYPICAL MANUAL BOLT HARDWARE
711	FIGURE 1008.1.10.1 – EXAMPLES OF TYPICAL PANIC HARDWARE
712	FIGURE 1008.1.10.1—continued – EXAMPLES OF TYPICAL PANIC HARDWARE
714	SECTION 1009 – STAIRWAYS
715	FIGURE 1009.2(1) – STAIRWAY HEADROOM REQUIREMENTS
716	FIGURE 1009.2(2) – EXAMPLE OF SECTION 1009.2, EXCEPTION 2
717	FIGURE 1009.4.1 – TREAD DEPTH MEASUREMENT
718	FIGURE 1009.4.2 – TREAD/RISER DIMENSIONS
719	FIGURE 1009.4.3 – STAIR WINDERS WITHIN A DWELLING
720	FIGURE 1009.4.4(1) – CONSISTENTLY SHAPED WINDERS FIGURE 1009.4.4(2) – SLOPED LANDING
721	FIGURE 1009.4.5(1) – TREAD/RISER PROFILE(SOLID RISER)
722	FIGURE 1009.4.5(2) – TREAD/RISER PROFILE(OPEN RISER) FIGURE 1009.5(1) – TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY
723	FIGURE 1009.5(2) – TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY FIGURE 1009.5(3) – REVERSING RUN STAIRWAY
724	FIGURE 1009.5(4) – DOOR CLEARANCE REQUIREMENTS IN STAIRWAYS
725	FIGURE 1009.7 – STAIRWAY RISE LIMITATION
726	FIGURE 1009.8 – CURVED STAIRWAYS—MINIMUM DIMENSIONAL REQUIREMENTS FIGURE 1009.9 – SPIRAL STAIRWAYS
728	FIGURE 1009.10 – TYPICAL ALTERNATING TREAD DEVICE FIGURE 1009.11 – TYPICAL SHIP LADDER
729	FIGURE 1009.12 – EXAMPLE OF SECTION 1009.12, EXCEPTION 3
730	SECTION 1010 – RAMPS
731	FIGURE 1010.2 – TYPICAL MEANS OF EGRESS RAMP
732	FIGURE 1010.5.3 – DOORWAY OPENING ONTO LANDING
733	FIGURE 1010.6 – RAMP LANDINGS
734	FIGURE 1010.8(1) – RAMP WITH HANDRAIL AT WALL
735	FIGURE 1010.8(2) – RAMP WITH HANDRAIL AND BARRIER FIGURE 1010.8(3) – RAMP WITH HANDRAIL AND CURB FIGURE 1010.8(4) – RAMP WITH HANDRAIL AND GUARD
737	SECTION 1011 – EXIT SIGNS FIGURE 1010.9.1 – EDGE PROTECTION
738	FIGURE 1011.1 – EXIT SIGNS WITHIN AN EXIT ENCLOSURE
739	FIGURE 1011.5.1 – MINIMUM SIZES OF EXIT SIGNS
740	SECTION 1012 – HANDRAILS
741	FIGURE 1012.3.1 – EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION FIGURE 1012.2 – HANDRAIL REQUIREMENTS
742	FIGURE 1012.3.2 – EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS
743	FIGURE 1012.4(1) – EXAMPLES OF PROHIBITED HANDRAIL DESIGNS
744	FIGURE 1012.4(2) – REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1012.4, EXCEPTION 3
745	FIGURE 1012.8(1) – TYPICAL HANDRAIL ARRANGEMENT
746	FIGURE 1012.8(2) – PROJECTION OF HANDRAIL FIGURE 1012.9 – HANDRAILS FOR MONUMENTAL STAIRS SECTION 1013 – GUARDS
747	FIGURE 1013.1(1) – OPEN-SIDED WALKING AREA FIGURE 1013.1(2) – DROP OFF AND GUARD HEIGHT MESAUREMENTS
748	FIGURE 1013.1.1 – GUARD SYSTEM WITH GLAZING
749	FIGURE 1013.2 – GUARD HEIGHT
750	FIGURE 1013.3(1) – GUARD OPENING LIMITATIONS FIGURE 1013.3(2) – EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS SECTION 1014 – EXIT ACCESS
751	FIGURE 1013.6 – PROTECTION AT ROOF-HATCH OPENING
752	FIGURE 1014.2 (1) – EGRESS PROHIBITED THROUGH GROUP H AREAS FIGURE 1014.2 (2) – EGRESS THROUGH ADJOINING ROOMS AND SPACES
755	Figure 1014.2.3.3 – MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT SLEEPING ROOMS
756	FIGURE 1014.2.4.3 – MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT TREATMENT ROOMS
757	SECTION 1015 – 5 EXIT AND EXIT ACCESS DOORWAYS FIGURE 1014.3 – COMMON PATH OF EGRESS TRAVEL
758	TABLE 1015.1 – SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
759	FIGURE 1015.2.1(1) – EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING
760	FIGURE 1015.2.1(2) – REMOTENESS OF EXITS INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR
761	FIGURE 1015.2.1(3) – REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM FIGURE 1015.2.1(4) – REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS)
762	SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE
763	FIGURE 1016.1(1) – LENGTH OF EXIT ACCESS TRAVEL FIGURE 1016.1(2) – MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH
765	TABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCEa SECTION 1017 – AISLES
766	FIGURE 1017.3 – AISLES AND AISLE ACCESSWAYS IN MERCANTILE
767	FIGURE 1017.4 – AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLE FIGURE 1017.4.1 – ACCESS FOR TABLES AND SEAT
768	SECTION 1018 – CORRIDORS
769	TABLE 1018.1 – CORRIDOR FIRE-RESISTANCE RATING FIGURE 1018.1 – APPLICATION OF TABLE 1018.1
772	FIGURE 1018.4(1) – ALLOWABLE DEAD-END CONDITIONS FIGURE 1018.4(2) – CORRIDOR LENGTH/WIDTH RATIO FOR DEAD-END CONSIDERATIONS
775	FIGURE 1018.6(1)CORRIDOR CONTINUITY—EXAMPLE 1 FIGURE 1018.6(2)CORRIDOR CONTINUITY—EXAMPLE 2
776	FIGURE 1018.6(3) – CORRIDOR CONTINUITY—EXAMPLE 3 FIGURE 1018.6(4) – ELEVATOR LOBBY/CORRIDOR OPTION 1
777	FIGURE 1018.6(5) – ELEVATOR LOBBY/CORRIDOR OPTION 2 FIGURE 1018.6(6) – ELEVATOR LOBBY/CORRIDOR OPTION 3
778	SECTION 1019 – EGRESS BALCONIES FIGURE 1019.2 – EGRESS BALCONIES SECTION 1020 – EXITS
779	SECTION 1021 – NUMBER OF EXITS AND CONTINUITY
780	TABLE 1021.1 – MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD FIGURE 1021.1 – NUMBER OF EXITS
782	TABLE 1021.2 – STORIES WITH ONE EXIT FIGURE 1021.2 – STORIES WITH ONE EXIT
783	SECTION 1022 – EXIT ENCLOSURES
787	FIGURE 1022.6(1) – EXAMPLES OF EXTERIOR WALL PROTECTIVES
788	FIGURE 1022.6(2) – EXTERIOR WALL PROTECTION
789	FIGURE 1022.7 – EXAMPLE OF DISCHARGE IDENTIFICATION
791	FIGURE 1022.9.2(1) – TYPICAL SMOKEPROOF ENCLOSURE ENTRY FIGURE 1022.9.2(2) – TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT
792	SECTION 1023 – EXIT PASSAGEWAYS FIGURE 1023.1 – ARRANGEMENT FOR LOBBY AND PASSAGEWAY
794	SECTION 1024 – LUMINOUS EGRESS PATH MARKINGS
795	FIGURE 1024.2.1 – LEADING EDGE OF STEP AND LANDING FIGURE 1024.2.3 – HANDRAIL MARKINGS
796	FIGURE 1024.2.4.1 – PERIMETER DEMARCATION LINES—FLOOR MOUNTED OPTION FIGURE 1024.2.4.2 – PERIMETER DEMARCATION LINES—WALL MOUNTED OPTION FIGURE 1024.2.4.3 – PERIMETER DEMARCATION LINES—OPTIONS AT DOORS INTO EXIT ENCLOSURES
797	FIGURE 1024.2.6.1 – EMERGENCY EXIT SYMBOL
798	FIGURE 1024.2.5 – OBSTACLE MARKINGS FIGURE 1024.2.6 – EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS
799	SECTION 1025 – HORIZONTAL EXITS
800	FIGURE 1025.1 – TYPICAL HORIZONTAL EXITS
802	FIGURE 1025.4 – REFUGE AREA EXCEPTION SECTION 1026 – EXTERIOR EXIT RAMPS AND STAIRWAYS
803	FIGURE 1026.3 – EXTERIOR STAIRWAY
805	FIGURE 1026.6(1) – PROTECTION OF EXTERIOR STAIRWAYS
806	FIGURE 1026.6(2) – EXTERIOR BALCONY WITH REMOTE STAIRWAYS SECTION 1027 – EXIT DISCHARGE
807	FIGURE 1027.1(1) – PROTECTION OF LOBBY WITH AN EXIT DISCHARGE
808	FIGURE 1027.1(2) – VESTIBULE WITH EXIT DISCHARGE
809	FIGURE 1027.1(3) – SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE FIGURE 1027.3 – EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE
810	FIGURE 1027.5 – EXAMPLES OF EXIT DISCHARGE
811	SECTION 1028 – ASSEMBLY
812	FIGURE 1028.2 – GROUP A-1 WITH WAITING SPACE
814	FIGURE 1028.6.1(1) – COMPUTATION OF WIDTH FOR STEPPED AISLES FIGURE 1028.6.1(2) – COMPUTATION OF WIDTH FORLEVEL, SLOPED OR RAMPED AISLES
815	TABLE 1028.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
816	FIGURE 1028.6.2.2(2) – ROOF HEIGHT (CONCAVE SUSPENDED ROOF)
817	FIGURE 1028.6.2.3(1) – INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF)
818	FIGURE 1028.6.2.3(2) – INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF)
820	FIGURE 1028.9.2 – TYPICAL AISLE CATCHMENTS
821	FIGURE 1028.9.3 – COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES
822	FIGURE 1028.9.4 – AISLE WITH OPPOSITE EXITS FIGURE 1028.9.5 – TYPICAL BALCONY ARRANGEMENT
823	FIGURE 1028.10 – MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS
824	TABLE 1028.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS FIGURE 1028.10.1 – TYPICAL DUAL ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH
825	FIGURE 1028.10.2 – TYPICAL SINGLE ACCESS ROW—MINIMUM AISLE ACCESSWAY WIDTH
826	FIGURE 1028.11.1 – TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES FIGURE 1028.11.2 – TYPICAL RISER CONSTRUCTION IN STEPPED AISLES
828	FIGURE 1028.13.1 – DISCONTINUOUS AISLE HANDRAILS FIGURE 1028.13 – TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE
829	FIGURE 1028.14.2 – TYPICAL BALCONY GUARDS AT FASCIA
830	SECTION 1029 – EMERGENCY ESCAPE AND RESCUE
831	FIGURE 1029.2 – EMERGENCY ESCAPE WINDOW
832	FIGURE 1029.5 – WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS
835	CHAPTER 11 – ACCESSIBILITY
838	SECTION 1101 – GENERAL SECTION 1102 – DEFINITIONS
841	SECTION 1103 – SCOPING REQUIREMENTS
842	FIGURE 1103.2.7 – EXAMPLE OF RAISED AREA EXCEPTION
843	SECTION 1104 – ACCESSIBLE ROUTE
845	Figure 1104.3.2 – EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING
847	SECTION 1105 – ACCESSIBLE ENTRANCES
848	FIGURE 1105.1.2 – EXAMPLE OF ELEVATED WALKWAY ENTRANCE
849	SECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 – ACCESSIBLE PARKING SPACES
851	FIGURE 1106.6 – EXAMPLE OF ACCESSIBLE PARKING SPACES
852	SECTION 1107 – DWELLING UNITS AND SLEEPING UNITS
860	TABLE 1107.6.1.1 – ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
862	FIGURE 1107.6.2.1.2(1) – BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE FIGURE 1107.6.2.1.2(2) – TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE
865	FIGURE 1107.7.1.1 – DWELLING UNITS ON ONE STORY FIGURE 1107.7.1.2(1) – BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE
866	FIGURE 1107.7.1.2(2) – SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES—LOWER GROUND FLOOR UNITS MAY BE COVERED FIGURE 1107.7.1.2(3) – EXAMPLE FOR GRADE CALCULATIONS
868	FIGURE 1107.7.2(1) – BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS AND THE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS FIGURE 1107.7.2(2) – GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS
869	FIGURE 1107.7.3(1) – DWELLING UNITS OVER SHOPS AND GARAGES FIGURE 1107.7.3(2) – ELEVATOR TO FIRST FLOOR OF DWELLING UNITS ABOVE GRADE OR ENTRANCE LEVEL DOES NOT MAKE AN ELEVATOR BUILDING
870	FIGURE 1107.7.4 – SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS
871	FIGURE 1107.7.5(1) – BUILDING MEETS BOTH ACCESSIBILITY CRITERIA FOR EXEMPTION FIGURE 1107.7.5(2) – BUILDING MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS
872	SECTION 1108 – SPECIAL OCCUPANCIES TABLE 1108.2.2.1 – ACCESSIBLE WHEELCHAIR SPACES
873	FIGURE 1108.2.2.3(1) – EXAMPLE OF BOX SEATING IN A SPORTS VENUE FIGURE 1108.2.2.3(2) – EXAMPLE OF BOX SEATING IN A THEATER
875	FIGURE 1108.2.6 – EXAMPLE OF LAWN SEATING
876	TABLE 1108.2.7.1 – RECEIVERS FOR ASSISTIVE LISTENING SYST
877	FIGURE 1108.2.9.1 – EXAMPLE OF DINING SEATING TABLE 1108.3 – ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
878	FIGURE 1108.4.1.2 – GALLERY SEATING
879	FIGURE 1108.4.1.5 – COURTROOM WELL WORK STATIONS
880	SECTION 1109 – OTHER FEATURES AND FACILITIES
881	FIGURE 1109.2(1) – SIDE APPROACH WHEEL CHAIR TRANSFER
882	FIGURE 1109.2.(2) – EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP
884	FIGURE 1109.2.2(1) – AMBULATORY-ACCESSIBLE COMPARTMENT FIGURE 1109.2.2(2) – WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR
885	FIGURE 1109.2.2(3) – WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR
888	FIGURE 1109.7(1) – PLATFORM (WHEELCHAIR) LIFT FIGURE 1109.7(2) – STAIRWAY CHAIRLIFT
889	FIGURE 1109.8.1(1) – EXAMPLE OF LOCKER AREA FIGURE 1109.8.1(2) – EXAMPLE OF LOCKER ROOMS
891	FIGURE 1109.10 – EXAMPLE OF ACCESSIBLE WORK STATION
892	FIGURE 1109.11.1 – ACCESSIBLE DRESSING ROOM TABLE 1109.11.2 – ACCESSIBLE CHECK-OUT AISLES
893	FIGURE 1109.11.3 – SERVICE COUNTERS
895	SECTION 1110 – SIGNAGE FIGURE 1110.1 – INTERNATIONAL SYMBOLS OF ACCESSIBILITY
899	CHAPTER 12 – INTERIOR ENVIRONMENT
900	SECTION 1201 – GENERAL SECTION 1202 – DEFINITIONS SECTION 1203 – VENTILATION
901	FIGURE 1203.2(1) – COMBINATION OF SOFFIT AND RIDGE VENTS
902	FIGURE 1203.2(2) – VENTILATION OF RAFTER SPACE
904	FIGURE 1203.4.1 – NATURAL LIGHT AND VENTILATION WINDOWS FIGURE 1203.4.1.1 – NATURAL VENTILATION FROM ADJOINING SPACE
905	FIGURE 1203.4.1.2 – VENTILATION OPENINGS BELOW GRADE
906	SECTION 1204 – TEMPERATURE CONTROL SECTION 1205 – LIGHTING
907	FIGURE 1205.2.1 – NATURAL LIGHT FROM ADJACENT SPACE
908	FIGURE 1205.3 – ARTIFICIAL LIGHTING IN A ROOM SECTION 1206 – YARDS OR COURTS
909	FIGURE 1206.1 – YARDS AND COURTS
910	FIGURE 1206.3 – DIMENSIONS OF COURTS
911	SECTION 1208 – INTERIOR SPACE DIMENSIONS
912	FIGURE 1208.2(1) – MINIMUM CEILING HEIGHT—ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS FIGURE 1208.2(2) – SLOPED CEILING HEIGHTS FIGURE 1208.2.1 – FURRED CEILING HEIGHTS
913	SECTION 1209 – ACCESS TO UNOCCUPIED SPACES SECTION 1210 – SURROUNDING MATERIALS
915	CHAPTER 13 – ENERGY EFFICIENCY SECTION 1301 – GENERAL
917	CHAPTER 14 – EXTERIOR WALLS SECTION 1401 – GENERAL SECTION 1402 – DEFINITIONS
919	FIGURE 1402.1(1) – CONTINUOUS EDGE GRIP SYSTEM FIGURE 1402.1(2) – SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR)
920	FIGURE 1402.1(3) – TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) SECTION 1403 – PERFORMANCE REQUIREMENTS
922	SECTION 1404 – MATERIALS
924	SECTION 1405 – INSTALLATION OF WALL COVERINGS TABLE 1405.2 – MINIMUM THICKNESS OF WEATHER COVERINGS
925	TABLE 1405.3.1 – CLASS III VAPOR RETARDERS
926	FIGURE 1405.3 – CLIMATE ZONES
927	TABLE 1450.3 – CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY
941	FIGURE 1405.4(1) – FLASHING AT SIDING ROOF INTERFACE
942	FIGURE 1405.4(2) – FLASHING AT SIDING/WINDOW INTERFACE FIGURE 1405.4(3) – FLASHING UNDER WINDOW IN EXTERIOR WALL FIGURE 1405.4(4) – FLASHING AT VARIOUS POINTS
943	FIGURE 1405.4(5) – FLASHING EXTENSION
945	FIGURE 1405.7 – STONE VENEER WITH CONCRETE BACKING
947	FIGURE 1405.9 – TERRA COTTA VENEER
948	FIGURE 1405.10(1) – MASONRY VENEER ADHERED TO MASONRY BACKING FIGURE 1405.10(2) – MASONRY VENEER ADHERED TO STEEL FRAME BACKING
952	SECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS FIGURE 1405.17 – WOOD WEATHERBOARD ATTACHMENT
953	TABLE 1406.2.1.2 – MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
955	SECTION 1407 – METAL COMPOSITE MATERIALS FIGURE 1406.4 – ORIEL WINDOW
958	SECTION 1408 – EXTERIOR INSULATION AND FINISH SYSTEMS
961	CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 – GENERAL SECTION 1502 – DEFINITIONS
963	SECTION 1503 – WEATHER PROTECTION
964	SECTION 1504 – PERFORMANCE REQUIREMENTS
966	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF INAREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 – FIRE CLASSIFICATION
967	TABLE 1505.1 – MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION
968	SECTION 1506 – MATERIALS SECTION 1507 – REQUIREMENTS FOR ROOF COVERINGS
970	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
972	TABLE 1507.2.9.2 – VALLEY LINING MATERIAL
974	TABLE 1507.3.7 – CLAY AND CONCRETE TILE ATTACHMENT
976	TABLE 1507.4.3(1) – METAL ROOF COVERINGS TABLE 1507.4.3(2) – MINIMUM CORROSION RESISTANCE
978	TABLE 1507.7.6 – SLATE SHINGLE HEADLAP
979	TABLE 1507.8.5 – WOOD SHINGLE MATERIAL REQUIREMENTS
980	TABLE 1507.8 – WOOD SHINGLE AND SHAKE INSTALLATION
981	FIGURE 1507.8.4(1) – POSSIBLE WATER DAMAGE AT ICE DAMS FIGURE 1507.8.4(2) – PROTECTIVE ICE SHEILD
982	TABLE 1507.8.7 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
983	TABLE 1507.9.6 – WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
984	TABLE 1507.10.2 – BUILT-UP ROOFING MATERIAL STANDARDS
987	SECTION 1508 – ROOF INSULATION TABLE 1508.2 – MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 – ROOFTOP STRUCTURES
990	SECTION 1510 – REROOFING
995	INDEX
1027	ICC MEMBERSHIP BENEFITS
1028	ICC ELECTRONIC PRODUCTS
1029	ICC EVALUATION SERVICE
1030	ICC IBC® HANDBOOKS
1031	2009_IBC_Comm_vol_II_COMPLETE_1stptg INTERNATIONAL BUILDING CODE® CODE AND COMMENTARY VOLUME 2
1032	COPYRIGHT
1033	PREFACE
1035	TABLE OF CONTENTS
1037	CHAPTER 16 – STRUCTURAL DESIGN SECTION 1601 – GENERAL SECTION 1602 – DEFINITIONS AND NOTATIONS
1042	SECTION 1603 – CONSTRUCTION DOCUMENTS
1044	SECTION 1604 – GENERAL DESIGN REQUIREMENTS TABLE 1604.3 – DEFLECTION LIMITS
1046	TABLE 1604.3.6 – CONCRETE ROOF MEMBER DEFLECTION CRITERIA
1047	TABLE 1604.5 – OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
1051	EQUATION 16-6 EQUATION 16-7 EQUATION 16-14 EQUATION 16-15 EQUATION 16-21 EQUATION 16-17 SECTION 1605 – LOAD COMBINATIONS
1052	FIGURE 1605.1(1) – EXAMPLES OF DISCONTINUOUS SHEAR WALLS
1053	FIGURE 1605.1(2) – COLLECTORS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7
1054	EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15
1055	EQUATION 16-11 EQUATION 16-11C EQUATION 16-13 EQUATION 16-13C EQUATION 16-13 EQUATION 16-13C EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21
1057	SECTION 1606 – DEAD LOADS SECTION 1607 – LIVE LOADS
1058	TABLE 1607.1(1) – SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS FIGURE 1607.1 – DETERMINATION OF LIVE LOAD FOR UNINHABITABLE ATTIC
1059	TABLE 1607.1 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
1060	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS
1061	TABLE 1607.6 – UNIFORM AND CONCENTRATED LOADS
1062	FIGURE 1607.7.1.2 – COMPONENT DESIGN LOAD FIGURE 1607.7.1 – HANDRAIL DESIGN LOAD
1063	FIGURE 1607.7.3 – VEHICLE BARRIER REQUIREMENTS
1064	EQUATION 16-22 TABLE 1607.9.1- LIVE LOAD ELEMENT FACTOR
1065	FIGURE 1607.9.1 – LIVE LOAD REDUCTION EXAMPLE
1066	EQUATION 16-23 EQUATION 16-24
1067	FIGURE 1607.10 – PARTIAL LOADING
1068	EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 FIGURE 1607.11.2.1 – ROOF LIVE LOAD FROM EQUATION 16-25
1069	FIGURE 1607.12 – TOP-RUNNING BRIDGE CRANE
1070	SECTION 1608 – SNOW LOADS
1071	FIGURE 1608.1(1) – BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF FIGURE 1608.1(2) – DRIFTING SNOW ON LOW ROOFS AND DECKS
1072	FIGURE 1608.1(3) – DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE FIGURE 1608.1(4) – SNOW DRIFTING AT ROOF PROJECTIONS FIGURE 1608.1(5) – ADDITIONAL SURCHARGE DUE TO SLIDING SNOW
1073	TABLE 1608.2 – GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
1074	FIGURE 1608.2 – GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
1075	FIGURE 1608.2–continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
1076	SECTION 1609 – WIND LOADS
1077	FIGURE 1609.1(1) – WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW FIGURE 1609.1(2) – OPENING IN EXTERIOR WALL OF BUILDING
1078	FIGURE 1609 – BASIC WIND SPEED (3-SECOND GUST)
1079	FIGURE 1609—continued BASIC WIND SPEED (3-SECOND GUST)
1080	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST)WESTERN GULF OF MEXICO HURRICANE COASTLINE
1081	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST)EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE
1082	FIGURE 1609–continued BASIC WIND SPEED (3-SECOND GUST)MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
1084	FIGURE 1609.1.1(1) – EXAMPLE 1 BUILDING FIGURE 1609.1.1(2) – HORIZONTAL MWFRS LOADS—TRANSVERSE DIRECTION FIGURE 1609.1.1(3) – HORIZONTAL MWFRS LOADS—LONGITUDINAL DIRECTION
1085	FIGURE 1609.1.1.1 – WIND SPEED-UP EFFECT
1087	TABLE 1609.1.2 – WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FIGURE 1609.1.2 – EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE
1088	EQUATION 16-32
1089	TABLE 1609.3.1 – EQUIVALENT BASIC WIND SPEEDS
1090	EQUATION 16-33
1092	TABLE 1609.6.2(1) – WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
1093	TABLE 1609.6.2(2) – NET PRESSURE COEFFICIENTS
1094	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS
1095	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS
1096	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS
1097	TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS SECTION 1610 – SOIL LATERAL LOADS
1098	SECTION 1611 – RAIN LOADS TABLE 1610.1 – LATERAL SOIL LOAD
1099	FIGURE 1611.1(1) – SECONDARY ROOF DRAINAGE NOT REQUIRED FIGURE 1611.1(2) – FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES
1100	FIGURE 1611.1(3) – SEPARATE PRIMARY AND SECONDARY ROOF DRAINS FIGURE 1611.1(4) – EQUATION 16-35 COEFFICIENT
1101	FIGURE 1611.1(5) – RAIN LOAD EXAMPLE
1102	FIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
1103	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
1104	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
1105	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
1106	FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
1107	SECTION 1612 – FLOOD LOADS
1114	SECTION 1613 – EARTHQUAKE LOADS
1118	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
1119	FIGURE 1613.5(1)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1120	FIGURE 1613.5(2) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1121	FIGURE 1613.5(2)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1122	FIGURE 1613.5(3) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1123	FIGURE 1613.5(3)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1124	FIGURE 1613.5(4) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1125	FIGURE 1613.5(4)—continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1126	FIGURE 1613.5(5) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1127	FIGURE 1613.5(6) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1128	FIGURE 1613.5(7) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B
1129	FIGURE 1613.5(8) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1130	FIGURE 1613.5(9) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1131	FIGURE 1613.5(10) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1132	FIGURE 1613.5(11) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1133	FIGURE 1613.5(12) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1134	FIGURE 1613.5(13) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS,ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1135	FIGURE 1613.5(14) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
1136	TABLE 1613.5.2 – SITE CLASS DEFINITIONS
1137	EQUATION 16-38 EQUATION 16-39 TABLE 1613.5.3(1) – VALUES OF SITE COEFFICIENT TABLE 1613.5.3(2) – VALUES OF SITE COEFFICIENT
1138	EQUATION 16-40 EQUATION 16-41 EQUATION 16-42 EQUATION 16-43
1139	TABLE 1613.5.5 – SITE CLASSIFICATION
1140	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
1142	EQUATION 16-45 TABLE 1613.6.4 – AAC MASONRY SHEAR WALL SEISMIC DESIGN COEFFICIENTS AND SYSTEM LIMITATIONS
1143	SECTION 1614 – STRUCTURAL INTEGRITY
1145	EQUATION 16-46 EQUATION 16-47 FIGURE 1614.4 – LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
1151	CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 – GENERAL
1152	SECTION 1702 – DEFINITIONS
1154	SECTION 1703 – APPROVALS
1155	FIGURE 1703.5.3 – TYPICAL LABEL INFORMATION
1156	SECTION 1704 – SPECIAL INSPECTIONS
1159	TABLE 1704.3 – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
1160	TABLE 1704.3—continued – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
1162	TABLE 1704.5 – SPECIAL INSPECTION OF MASONRY CONSTRUCTION TABLE 1704.4 – REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
1163	TABLE 1704.5.1 – LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
1164	TABLE 1704.5.1—continued – LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
1165	TABLE 1704.5.3 – LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION
1166	TABLE 1704.7 – REQUIRED VERIFICATION AND INSPECTION OF SOILS
1167	TABLE 1704.8 – REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
1168	TABLE 1704.9 – REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
1171	SECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS
1172	FIGURE 1705.3.3(1) – EARTHQUAKE-INDUCED FAILURE OFDUCTWORK SUPPORTS
1173	FIGURE 1705.3.3(2) – FALLEN DUCTWORK CAUSED BY SUPPORT FAILURE
1174	SECTION 1706 – SPECIAL INSPECTIONS FORWIND REQUIREMENTS SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
1177	SECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE
1178	SECTION 1709 – CONTRACTOR RESPONSIBILITY SECTION 1710 – STRUCTURAL OBSERVATIONS
1179	SECTION 1711 – DESIGN STRENGTHS OF MATERIALS
1180	SECTION 1712 – ALTERNATIVE TEST PROCEDURE SECTION 1713 – TEST SAFE LOAD SECTION 1714 – IN-SITU LOAD TESTS
1181	SECTION 1715 – PRECONSTRUCTION LOAD TESTS
1183	SECTION 1716 – MATERIAL AND TEST STANDARDS
1187	CHAPTER 18 – SOILS AND FOUNDATIONS
1188	SECTION 1801 – GENERAL SECTION 1802 – DEFINITIONS SECTION 1803 – GEOTECHNICAL INVESTIGATIONS
1190	FIGURE 1803.5.2 – TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS
1191	FIGURE 1803.5.3 – SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX
1194	SECTION 1804 – EXCAVATION, GRADING AND FILL
1196	SECTION 1805 – DAMPPROOFING AND WATERPROOFING
1200	FIGURE 1805.2.2 – MATERIALS FOR WATERPROOFINGAND DAMPROOFING INSTALLATIONS
1201	FIGURE 1805.3.2 – MATERIALS FOR WATERPROOFING INSTALLATIONS
1202	FIGURE 1805.3.3(1) – DETAIL—MEMBRANE PLACEMENT THROUGH A KEY JOINT
1203	FIGURE 1805.3.3(2) – PIPE DETAIL—PROPER PLACEMENT OF WATERPROOFING ELEMENTS
1204	FIGURE 1805.4.2 – FOUNDATION DRAINAGE SYSTEM
1205	SECTION 1806 – PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
1206	TABLE 1806.2 – PRESUMPTIVE LOAD-BEARING VALUES
1207	SECTION 1807 – FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES FIGURE 1807.1.2 – UNBALANCED BACKFILL HEIGHT
1208	FIGURE 1807.1.4 – WOOD FOUNDATION
1210	TABLE 1807.1.6.2 – CONCRETE FOUNDATION WALLS
1212	FIGURE 1807.1.6.3 – TIE AT TOP COURSE BED JOINT TABLE 1807.1.6.3(1) – PLAIN MASONRY FOUNDATION WALLS
1213	TABLE 1807.1.6.3(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHES
1214	TABLE 1807.1.6.3(3) – 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHES
1215	TABLE 1807.1.6.3(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHES
1216	EQUATION 18-1
1217	EQUATION 18-2 EQUATION 18-3 SECTION 1808 – FOUNDATIONS
1221	FIGURE 1808.7.1 – FOUNDATION CLEARANCES FROM SLOPES FIGURE 1808.7.1(1) – BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1
1222	FIGURE 1808.7.2 – BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 FIGURE 1808.7.4 – FOOTING ELEVATION ON GRADED SITES
1223	TABLE 1808.8.1 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH f C OF CONCRETE OR GROUT
1224	TABLE 1808.8.2 – MINIMUM CONCRETE COVER
1225	SECTION 1809 – SHALLOW FOUNDATIONS
1226	FIGURE 1809.6 – ISOLATED FOOTINGS
1227	TABLE 1809.7 – PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION FIGURE 1809.8 – PUNCHING SHEAR(EXAGGERATED ILLUSTRATION)
1228	FIGURE 1809.9.2 BRICK FOOTING OFFSET
1230	FIGURE 1809.10 – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
1231	SECTION 1810 – DEEP FOUNDATIONS
1235	FIGURE 1810.3.1.2 – COMPOSITE ELEMENTS FIGURE 1810.3.1.6 – STEEL CASINGS
1237	FIGURE 1810.3.2.4 – TIMBER PILES
1239	TABLE 1810.3.2.6 – ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
1243	EQUATION 18-4
1246	FIGURE 1810.3.5.3.1 – STEEL H-PILE SECTIONS
1248	FIGURE 1810.3.8 – PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES
1250	EQUATION 18-5 EQUATION 18-6) EQUATION 18-7
1251	EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
1254	FIGURE 1810.3.9.5 – BELLED
1255	FIGURE 1810.3.9.6 – SOCKETED DRILLED SHAFTS
1259	FIGURE 1810.4.1.5 – TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES
1261	FIGURE 1810.4.7 – ENLARGED BASE PILES—UNCASED ORCASED SHAFTS
1267	CHAPTER 19 – CONCRETE SECTION 1901 – GENERAL
1269	SECTION 1902 – DEFINITIONS SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS
1275	SECTION 1904 – DURABILITY REQUIREMENTS
1276	TABLE 1904.3 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH
1277	FIGURE 1904.3 – WEATHERING PROBABILITY MAP FOR CONCRETE
1278	SECTION 1905 – CONCRETE QUALITY, MIXING AND PLACING
1285	SECTION 1906 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
1288	SECTION 1907 – DETAILS OF REINFORCEMENT
1289	FIGURE 1907.5 – TYPICAL SLAB & BEAM CONSTRUCTION
1291	FIGURE 1907.8 – LONGITUDINAL REINFORCEMENT AT COLUMN OFFSET
1292	SECTION 1908 – MODIFICATIONS TO ACI 318
1293	FIGURE 1908.1.1 – PLAN OF WALL WITH OPENINGS
1297	SECTION 1909 – STRUCTURAL PLAIN CONCRETE
1299	SECTION 1910 – MINIMUM SLAB PROVISIONS
1300	SECTION 1911 – ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1
1301	TABLE 1911.2 – ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS SECTION 1912 – ANCHORAGE TO CONCRETE—STRENGTH DESIGN
1302	SECTION 1913 – SHOTCRETE
1305	SECTION 1914 – REINFORCED GYPSUM CONCRETE
1306	SECTION 1915 – CONCRETE-FILLED PIPE COLUMNS
1313	CHAPTER 20 – ALUMINUM SECTION 2001 – GENERAL SECTION 2002 – MATERIALS
1315	CHAPTER 21 – MASONRY
1316	SECTION 2101 – GENERAL
1317	SECTION 2102 – DEFINITIONS AND NOTATIONS
1318	FIGURE 2102.1(1) – ANCHOR BOLTS
1319	FIGURE 2102.1(2) – MASONRY/FLOOR ANCHOR BOLT CONNECTOR FIGURE 2102.1(3) – GROSS CROSS-SECTIONAL AREA FOR SINGLE WYTHE WALL UNDER LOAD
1320	FIGURE 2102.1(4) – MASONRY CONSTRUCTION TERMS
1322	FIGURE 2102.1(5) – SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 Ã— 8 Ã— 16 CONCRETE MASONRY UNITS
1324	FIGURE 2102.1(6)RUNNING BOND MASONRY
1328	SECTION 2103 – MASONRY CONSTRUCTION MATERIALS
1333	TABLE 2103.10 – CERAMIC TILE MORTAR COMPOSITIONS
1334	SECTION 2104 – CONSTRUCTION
1336	FIGURE 2104.2 – CORBELED MASONRY FIGURE 2104.2.1 – MOLDED CORNICE
1337	SECTION 2105 – QUALITY ASSURANCE
1338	TABLE 2105.2.2.1.1 – COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 – COMPRESSIVE STRENGTH OF CONCRETE MASONRY
1339	SECTION 2106 – SEISMIC DESIGN
1340	SECTION 2107 – ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 – STRENGTH DESIGN OF MASONRY
1341	SECTION 2109 – EMPIRICAL DESIGN OF MASONRY
1342	TABLE 2109.2.1 – ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
1343	EQUATION 21-2
1344	TABLE 2109.3.3.1 – ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
1345	SECTION 2110 – GLASS UNIT MASONRY
1346	SECTION 2111 – MASONRY FIREPLACES FIGURE 2111.1 – SECTION THROUGH FIREPLACE
1348	FIGURE 2111.6 – RUMFORD FIREPLACE
1350	FIGURE 2111.10 – HEARTH EXTENSION
1351	FIGURE 2111.11 -ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION FIGURE 2111.11(1) – COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING
1352	FIGURE 2111.13.1 – FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT
1353	SECTION 2112 – MASONRY HEATERS SECTION 2113 – MASONRY CHIMNEYS
1355	FIGURE 2113.5 – CORBELING LIMITATIONS
1356	FIGURE 2113.6 – MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET)
1357	FIGURE 2113.9 – MINIMUM TERMINATION OF CHIMNEYS
1359	FIGURE 2113.11.2.3 – MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE
1361	FIGURE 2113.14 – LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES
1362	FIGURE 2113.16 – FLUE SIZES FOR MASONRY CHIMNEYS
1363	TABLE 2113.16(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
1364	FIGURE 2113.19 – ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
1365	FIGURE 2113.20(1) – FIREBLOCKING FIGURE 2113.20(2) – FIREBLOCKING (SECTION)
1369	CHAPTER 22 – STEEL SECTION 2201 – GENERAL SECTION 2202 – DEFINITIONS
1370	SECTION 2203 – IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 – CONNECTIONS
1371	SECTION 2205 – STRUCTURAL STEEL
1372	SECTION 2206 – STEEL JOISTS
1374	SECTION 2207 – STEEL CABLE STRUCTURES SECTION 2208 – STEEL STORAGE RACKS SECTION 2209 – COLD-FORMED STEEL
1375	SECTION 2210 – COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1376	FIGURE 2210.2 – HEADER TYPES
1379	CHAPTER 23 – WOOD
1380	SECTION 2301 – GENERAL SECTION 2302 – DEFINITIONS
1384	SECTION 2303 – MINIMUM STANDARDS AND QUALITY
1385	FIGURE 2303.1.1 – TYPICAL LABELS(Grade Marks)American Lumber Standards Committee, U.S.D.C.
1394	SECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS
1396	TABLE 2304.6 – MINIMUM THICKNESS OF WALL SHEATHING
1397	TABLE 2304.6.1 – MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FORWOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
1398	TABLE 2304.7(1) – ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
1399	TABLE 2304.7(2) – SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE 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 SUPPORTS
1400	TABLE 2304.7(4) – ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR 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
1401	FIGURE 2304.8.2.1 – SIMPLE SPAN PATTERN FIGURE 2304.8.2.2 – TWO-SPAN CONTINUOUS PATTERN
1402	FIGURE 2304.8.2.3 – COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN FIGURE 2304.8.2.4 – CANTILEVERED PIECES INTERMIXED PATTERN
1403	FIGURE 2304.8.4.1 – TWO-INCH TONGUE-AND-GROOVE DECKING
1404	FIGURE 2304.8.5.1 – THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING FIGURE 2304.8.4.3 – CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING
1405	TABLE 2304.9.1 – FASTENING SCHEDULE
1406	TABLE 2304.9.1—continued – FASTENING SCHEDULE
1407	TABLE 2304.9.1—continued -FASTENING SCHEDULE
1408	FIGURE 2304.9.1 – STANDARD NAILS AND STAPLES
1409	FIGURE 2304.9.2 – SHEATHING FASTENERS
1413	FIGURE 2304.11.2.1 – WOOD-FRAMING CLEARANCES FIGURE 2304.11.2.5 – GIRDER END CLEARANCE
1414	FIGURE 2304.11.2.6 – SIDING CLEARANCES
1415	FIGURE 2304.11.2.7 – POST AND COLUMN PROTECTION
1416	FIGURE 2304.11.6 – TERMITE INFESTATION PROBABILITY MAP
1417	SECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
1418	EQUATION 23-1 TABLE 2305.2(1) – en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
1419	EQUATION 23 TABLE 2305.2(2) – VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
1420	SECTION 2306 – ALLOWABLE STRESS DESIGN
1423	TABLE 2306.1.4 – ALLOWABLE LOADS FOR LUMBER DECKING
1424	FIGURE 2306.2.1(1) – HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING FIGURE 2306.2.1(2) – STAGGERED NAILING
1425	TABLE 2306.2.1(1) – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1426	TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1427	TABLE 2306.2.1(2) – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1428	TABLE 2306.2.1(2)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1430	TABLE 2306.3 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
1431	TABLE 2306.5 – ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING TABLE 2306.6 – ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY
1432	TABLE 2306.7 – ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
1433	SECTION 2307 – LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1438	FIGURE 2308.8.2 – CUTTING, NOTCHING AND BORING JOISTS FIGURE 2308.8.2 – CUTTING, NOTCHING AND BORING JOISTS
1439	FIGURE 2308.8.3 – FRAMING AROUND OPENING FIGURE 2308.8.3 – FRAMING AROUND OPENING
1440	TABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, TABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1441	TABLE 2308.8(1)—continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load TABLE 2308.8(1)—continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1442	TABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1443	TABLE 2308.8(2)—continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.8(2)—continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1444	FIGURE 2308.8.4 – JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS FIGURE 2308.8.4 – JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS
1445	TABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS
1447	TABLE 2308.9.3(1) – BRACED WALL PANELS TABLE 2308.9.3(1) – BRACED WALL PANELS
1448	FIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM FIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1449	TABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING TABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
1450	TABLE 2308.9.3(5) – HARDBOARD SIDING TABLE 2308.9.3(5) – HARDBOARD SIDING
1451	FIGURE 2308.9.3.1 – ALTERNATIVE BRACED WALL PANELS—ONE-STORY FIGURE 2308.9.3.1 – ALTERNATIVE BRACED WALL PANELS—ONE-STORY
1452	FIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING FIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1453	FIGURE 2308.9.5 – HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS FIGURE 2308.9.5 – HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS
1454	TABLE 2308.9.5 – HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS TABLE 2308.9.5 – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS
1455	TABLE 2308.9.5—continued – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS TABLE 2308.9.5—continued – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS
1456	FIGURE 2308.9.5.2(1) – STUDS AND HEADERS AROUND WALL OPENINGS FIGURE 2308.9.5.2(1) – STUDS AND HEADERS AROUND WALL OPENINGS
1457	FIGURE 2308.9.5.2(2) – STUDS AND HEADERS AROUND WALL OPENINGS—BAY WINDOWS FIGURE 2308.9.6 – HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS(Source: AF&PA WOOD-FRAME CONSTRUCTION MANUAL) FIGURE 2308.9.5.2(2) – STUDS AND HEADERS AROUND WALL OPENINGS—BAY WINDOWS FIGURE 2308.9.6 – HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS
1458	TABLE 2308.9.6 – HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS TABLE 2308.9.6 – HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS
1459	FIGURE 2308.9.10 – CUTTING, NOTCHING AND BORED HOLES IN STUDS FIGURE 2308.9.10 – CUTTING, NOTCHING AND BORED HOLES IN STUDS
1460	TABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) TABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS
1461	FIGURE 2308.10.4 – RAFTER END CUT AT RIDGE FIGURE 2308.10.4.1 – RAFTER TIES FIGURE 2308.10.4 – RAFTER END CUT AT RIDGE FIGURE 2308.10.4.1 – RAFTER TIES
1462	TABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1463	TABLE 2308.10.2(1)—continued – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1464	TABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1465	TABLE 2308.10.2(2)—continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.2(2)—continued – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
1466	TABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1467	TABLE 2308.10.3(1)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(1)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
1468	TABLE 2308.10.3(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1469	TABLE 2308.10.3(2)—continued -RAFTER SPANS FOR COMMON LUMBER SPECIES ABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
1470	TABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1471	TABLE 2308.10.3(3)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(3)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
1472	TABLE 2308.10.3(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1473	TABLE 2308.10.3(4)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(4)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
1474	TABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1475	TABLE 2308.10.3(5)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(5)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
1476	TABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES
1477	TABLE 2308.10.3(6)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES TABLE 2308.10.3(6)—continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
1478	FIGURE 2308.10.5 – BRACED RAFTER CONSTRUCTION FIGURE 2308.10.5 – BRACED RAFTER CONSTRUCTION
1479	TABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS TABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS
1481	TABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING TABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1482	TABLE 2308.10.9–continued – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DEC TABLE 2308.10.9–continued – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1484	FIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS
1485	FIGURE 2308.11.3.3 – OPENINGS IN HORIZONTAL DIAPHRAGMS FIGURE 2308.11.3.3O – PENINGS IN HORIZONTAL DIAPHRAGMS
1486	TABLE 2308.12.4 – WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E TABLE 2308.12.4 – WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
1488	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 EDG 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
1489	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 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
1490	FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
1495	CHAPTER 24 – GLASS AND GLAZING
1496	SECTION 2401 – GENERAL
1497	SECTION 2402 – DEFINITIONS SECTION 2403 – GENERAL REQUIREMENTS FOR GLASS
1498	FIGURE 2403.1 – EXAMPLE IDENTIFYING MARK
1499	SECTION 2404 – WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS EQUATION 24-1
1500	EQUATION 24-2 EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6
1501	EQUATION 24-7 EQUATION 24-8 EQUATION 24-9
1502	EQUATION 24-10 EQUATION 24-11 SECTION 2405 – SLOPED GLAZING AND SKYLIGHTS
1504	FIGURE 2405.3(1) – FULLY TEMPERED GLAZING—30 MAXIMUM SLOPE
1505	FIGURE 2405.3(2) – INACCESSIBLE AREA UNDER SLOPED GLAZING
1506	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15
1507	SECTION 2406 – SAFETY GLAZING
1508	TABLE 2406.2(1) – MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 2406.2(2) – MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1512	FIGURE 2406.4(1) – EXAMPLES OF DOORS REQUIRING SAFETY GLAZING
1513	FIGURE 2406.4(3) – SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS
1514	FIGURE 2406.4(4) – SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL FIGURE 2406.4(5) – SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL
1515	FIGURE 2406.4(6) – FIXED OR OPERABLE GLAZED OPENING FIGURE 2406.4(7) – PROTECTIVE BAR AT GLAZED OPENINGS
1516	FIGURE 2406.4(8) – HIGH GLAZED OPENINGS
1517	FIGURE 2406.4(9) – GLAZING IN POOL ENCLOSURE SECTION 2407 – GLASS IN HANDRAILS AND GUARDS
1518	FIGURE 2407.1 – GLASS GUARDS
1519	SECTION 2408 – GLAZING IN ATHLETIC FACILITIES SECTION 2409 – GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1521	CHAPTER 25 – GYPSUM BOARD AND PLASTER SECTION 2501 – GENERAL
1522	SECTION 2502 – DEFINITIONS
1524	SECTION 2503 – INSPECTION SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 – SHEAR WALL CONSTRUCTION
1525	SECTION 2506 – GYPSUM BOARD MATERIALS FIGURE 2504.1.2(1) – STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH
1526	FIGURE 2504.1.2(2) – STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH
1527	TABLE 2506.2 – GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 – LATHING AND PLASTERING
1528	TABLE 2507.2 – LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 – GYPSUM CONSTRUCTION TABLE 2508.1 – INSTALLATION OF GYPSUM CONSTRUCTION
1531	FIGURE 2508.5(1) – HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE 2508.5(2) – PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM
1532	TABLE 2508.5 – SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES FIGURE 2508.5.3 – PERIMETER BLOCKING
1533	SECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
1534	SECTION 2510 – LATHING AND FURRING FORCEMENT PLASTER (STUCCO)
1535	FIGURE 2510.5 – THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL
1536	SECTION 2511 – INTERIOR PLASTER
1537	TABLE 2511.1.1 – INSTALLATION OF PLASTER CONSTRUCTION FIGURE 2511.1(1) – THREE-COAT PLASTER ON INTERIOR STUD WALL
1538	FIGURE 2511.1(2) – TWO-COAT PLASTER ON INTERIOR STUD WALL
1539	SECTION 2512 – EXTERIOR PLASTER FIGURE 2512.1 – THREE-COAT PLASTER ON EXTERIOR STUD WALL
1540	FIGURE 2512.1.2 – WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE
1541	TABLE 2512.6 – CEMENT PLASTERSa
1542	SECTION 2513 – EXPOSED AGGREGATE PLASTER
1547	CHAPTER 26 – PLASTIC
1548	SECTION 2601 – GENERAL SECTION 2602 – DEFINITIONS
1549	SECTION 2603 – FOAM PLASTIC INSULATION
1550	FIGURE 2603.1 – FOAM PLASTIC COMPLIANCE
1554	FIGURE 2603.4.1.6 – FOAM PLASTIC, ATTIC AND CRAWL SPACES
1555	FIGURE 2603.4.1.13 – FOAM PLASTIC SPRAY APPLIED TOSILL PLATE AND HEADER
1558	FIGURE 2603.8 – TERMITE INFESTATION PROBABILITY MAP SECTION 2604 – INTERIOR FINISH AND TRIM
1559	SECTION 2605 – PLASTIC VENEER
1560	SECTION 2606 – LIGHT-TRANSMITTING PLASTICS
1562	SECTION 2607 – LIGHT-TRANSMITTING PLASTIC WALL PANELS
1563	TABLE 2607.4 – AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELS
1564	SECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING FIGURE 2607.4 – FLAME BARRIER
1565	SECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS
1566	FIGURE 2609.2 – PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS
1567	TABLE 2609.4 – AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS FIGURE 2609.3 – PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL
1568	SECTION 2610 – LIGHT-TRANSMITTING PLASTICSKYLIGHT GLAZING
1569	SECTION 26 – 11LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
1570	SECTION 2612 – FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER FIGURE 2611.3(1) – MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 1
1571	FIGURE 2611.3(2) – MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 2
1572	SECTION 2613 – REFLECTIVE PLASTIC CORE INSULATION
1575	CHAPTER 27 – ELECTRICAL SECTION 2701 – GENERAL SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS
1579	CHAPTER 28 – MECHANICAL SYSTEMS SECTION 2801 – GENERAL
1580	FIGURE 2801.1 – EXAMPLE LABELS
1581	CHAPTER 29 – PLUMBING SYSTEMS SECTION 2901 – GENERAL SECTION 2902 – MINIMUM PLUMBING FACILITIES
1583	TABLE 2902.1 – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
1584	TABLE 2902.1—continued – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
1585	TABLE 2902.1—continued – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
1589	TABLE 2902.1.1(1) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 1
1591	TABLE 2902.1.1(2) – SOLUTION SUMMARY OF SAMPLE PROBLEM 2
1592	TABLE 2902.1.1(3) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 3
1593	TABLE 2902.1.1(4) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 4
1595	FIGURE 2902.3(2) – CUSTOMER TOILET ACCESS
1596	FIGURE 2902.3.1 – WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING
1598	SECTION 2903 – TOILET ROOM REQUIREMENTS
1599	CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 – GENERAL
1600	SECTION 3002 – HOISTWAY ENCLOSURES
1602	FIGURE 3002.3 – ELEVATOR CORRIDOR CALL STATION PICTOGRAPH
1603	FIGURE 3002.4(a) – EXAMPLES–ELEVATOR CAR SIZING—3500 lb PASSENGER ELEVATOR FIGURE 3002.4(b) – EXAMPLES–ELEVATOR CAR SIZING—4000 lb PASSENGER ELEVATOR
1604	FIGURE 3002.6 – ADDITIONAL DOOR IN FRONT OF HOISTWAY SECTION 3003 – EMERGENCY OPERATIONS
1605	SECTION 3004 – HOISTWAY VENTING
1606	FIGURE 3004.1 – STACK EFFECT
1607	FIGURE 3004.3 – SIZING OF VENT AREA
1608	SECTION 3005 – CONVEYING SYSTEMS FIGURE 3005.2.1 – DRAFT AND SPRINKLER WATER CURTAIN
1609	SECTION 3006 – MACHINE ROOMS
1610	SECTION 3007 – FIRE SERVICE ACCESS ELEVATOR
1611	FIGURE 3006.4 – EXCEPTIONS MACHINE ROOM FIRE RESISTANCE
1612	TABLE 3007.4 – LOBBY COMPARISON TABLE—FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS
1614	SECTION 3008 – OCCUPANT EVACUATION ELEVATORS
1621	CHAPTER 31 – SPECIAL CONSTRUCTION SECTION 3101 – GENERAL SECTION 3102 – MEMBRANE STRUCTURES
1624	FIGURE 3102.6.1 – NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION
1626	SECTION 3103 – TEMPORARY STRUCTURES
1627	SECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS FIGURE 3104 – EXAMPLE—PEDESTRIAN WALKWAY
1629	FIGURE 3104.5 – PEDESTRIAN WALKWAY—BUILDING INTERFACE
1630	SECTION 3105 – AWNINGS AND CANOPIES FIGURE 3104.10 – TUNNELED WALKWAY
1631	FIGURE 3105(1)EXAMPLE—CANOPY FIGURE 3105(2) – EXAMPLE OF CANOPY STRUCTURE FIGURE 3105(3) – EXAMPLE—AWNING
1632	SECTION 3106 – MARQUEES FIGURE 3106(1) – EXAMPLE—MARQUEE
1633	FIGURE 3106(2) – EXAMPLE—MARQUEE SECTION 3107 – SIGNS SECTION 3108 – TELECOMMUNICATION AND BROADCAST TOWERS
1634	SECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1635	FIGURE 3109.4.1.1 – BARRIER OPENINGS
1636	FIGURE 3109.4.1.3 – PRIVATE SWIMMING POOL BARRIER CONSTRUCTION FIGURE 3109.4.1.5 – CHAIN-LINK FENCE MESH FOR PRIVATE SWIMMING POOLS
1638	SECTION 3110 – AUTOMATIC VEHICULAR GATES
1641	CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT OF WAY SECTION 3201 – GENERAL
1642	SECTION 3202 – ENCROACHMENTS FIGURE 3202.1.1 – ENCROACHMENT BELOW GRADE FIGURE 3202.1.3 – AREAWAYS
1643	FIGURE 3202.2.1 – STEPS
1644	FIGURE 3202.2.3 – AWNINGS
1645	FIGURE 3202.3.1 – AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE FIGURE 3202.3.2 – WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT
1647	CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION SECTION 3301 – GENERAL SECTION 3302 – CONSTRUCTION SAFEGUARDS
1648	SECTION 3303 – DEMOLITION SECTION 3304 – SITE WORK
1649	SECTION 3305 – SANITARY SECTION 3306 – PROTECTION OF PEDESTRIANS
1650	TABLE 3306.1 – PROTECTION OF PEDESTRIANS
1651	SECTION 3307 – PROTECTION OF ADJOINING PROPERTY
1652	SECTION 3308 – TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY SECTION 3309 – FIRE EXTINGUISHERS
1653	SECTION 3310 – MEANS OF EGRESS SECTION 3311 – STANDPIPES SECTION 3312 – AUTOMATIC SPRINKLER SYSTEM
1655	CHAPTER 34 – EXISTING STRUCTURES
1656	SECTION 3401 – GENERAL
1657	SECTION 3402 – DEFINITIONS
1658	SECTION 3403 – ADDITIONS
1659	FIGURE 3403.1 – EXISTING BUILDING WITH ADDITION
1661	SECTION 3404 – ALTERATIONS
1663	SECTION 3405 – REPAIRS FIGURE 3404.6 – EGRESS WIDTH TABLE FROM PREVIOUS EDITION OF IBC
1665	SECTION 3406 – FIRE ESCAPES
1667	SECTION 3407 – GLASS REPLACEMENT SECTION 3408 – CHANGE OF OCCUPANCY
1668	SECTION 3409 – HISTORIC BUILDINGS
1669	SECTION 3410 – MOVED STRUCTURES SECTION 3411 – ACCESSIBILITY FOR EXISTING BUILDINGS
1674	TABLE 3411.8.5 – RAMPS
1676	SECTION 3412 – COMPLIANCE ALTERNATIVES
1680	EQUATION 34-1
1682	EQUATION 34-2 EQUATION 34-3
1683	FIGURE 3412.6.2.2(1) – ALLOWABLE AREA—SINGLE OCCUPANCY BUILDING
1685	FIGURE 3412.6.2.2(2) – ALLOWABLE AREA—MIXED OCCUPANCY BUILDING
1686	TABLE 3412.6.3 – COMPARTMENTATION VALUES
1687	TABLE 3412.6.4 – SEPARATION VALUES FIGURE 3412.6.4.1(1) – DWELLING UNIT SEPARATION
1688	TABLE 3412.6.5 – CORRIDOR WALL VALUES FIGURE 3412.6.4.1(2) – TENANT SEPARATION
1689	FIGURE 3412.6.5(1) – CORRIDOR WALL VALUES—CATEGORY
1690	TABLE 3412.6.6(1) – VERTICAL OPENING PROTECTION VALUE FIGURE 3412.6.5(2) – CORRIDOR WALL VALUES—CATEGORY
1691	TABLE 3412.6.6(2) – CONSTRUCTION-TYPE FACTOR
1692	TABLE 3412.6.8 – AUTOMATIC FIRE DETECTION VALUES
1693	TABLE 3412.6.9 – FIRE ALARM SYSTEM VALUES
1694	TABLE 3412.6.10 – SMOKE CONTROL VALUES
1696	TABLE 3412.6.11(2) – MEANS OF EGRESS VALUES TABLE 3412.6.11(1) – EGRESS WIDTH PER OCCUPANT SERVED
1697	FIGURE 3412.6.11(1) – MEANS OF EGRESS VALUES—CATEGORY
1698	TABLE 3412.6.12 – DEAD-END VALUES FIGURE 3412.6.11(2) – MEANS OF EGRESS VALUES—CATEGORY d
1699	FIGURE 3412.6.12.1(1) – TYPICAL DEAD-END CORRIDOR FIGURE 3412.6.12.1(2) – DEAD-END VALUES—CATEGORY b FIGURE 3412.6.12.1(3) – DEAD-END VALUES—CATEGORY a
1700	TABLE 3412.6.14 – ELEVATOR CONTROL VALUES FIGURE 3412.6.13(1) – EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP S-1
1701	FIGURE 3412.6.13(2) – EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP B FIGURE 3412.6.13(3) – EXIT ACCESS TRAVEL DISTANCE VALUES—OCCUPANCY GROUP R
1702	TABLE 3412.6.15 – MEANS OF EGRESS EMERGENCY LIGHTING VALUES
1703	TABLE 3412.6.16 – MIXED OCCUPANCY VALUESa
1704	TABLE 3412.6.17 – SPRINKLER SYSTEM VALUES
1706	TABLE 3412.6.18 – STANDPIPE SYSTEM VALUES
1707	TABLE 3412.6.19 – INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
1708	TABLE 3412.7 – SUMMARY SHEET — BUILDING CODE
1709	TABLE 3412.8 – MANDATORY SAFETY SCORESa TABLE 3412.9 – EVALUATION FORMULAS TABLE 3412.9 – EVALUATION FORMULAS
1713	CHAPTER 35 – REFERENCED STANDARDS
1714	FIGURE 35 – REFERENCED STANDARDS
1735	APPENDIX A – EMPLOYEE QUALIFICATIONS SECTION A101 – BUILDING OFFICIAL QUALIFICATIONS
1736	SECTION A102 – REFERENCED STANDARDS
1737	APPENDIX B – BOARD OF APPEALS SECTION B101 – GENERAL
1741	APPENDIX C – GROUP U – AGRICULTURAL BUILDINGS SECTION C101 – GENERAL
1742	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
1743	SECTION C103 – MIXED OCCUPANCIES SECTION C104 – EXITS
1745	APPENDIX D – FIRE DISTRICTS SECTION D101 – GENERAL
1746	FIGURE D101.2.1 – EXAMPLE OF FIRE DISTRICTS
1747	FIGURE D101.2.2 – BUFFER ZONES FIGURE D101.2.3 – ADDING ADJACENT BLOCKS
1748	SECTION D102 – BUILDING RESTRICTIONS
1749	SECTION D103 – CHANGES TO BUILDINGS
1750	SECTION D104 – BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 – EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT Figure D104
1751	SECTION D106 – REFERENCED STANDARDS
1753	APPENDIX E – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
1754	SECTION E101 – GENERAL SECTION E102 – DEFINITIONS SECTION E103 – ACCESSIBLE ROUTE SECTION E104 – SPECIAL OCCUPANCIES
1756	SECTION E105 – OTHER FEATURES AND FACILITIES TABLE E104.3.1 – DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
1757	SECTION E106 – TELEPHONES
1758	TABLE E106.2 – WHEELCHAIR-ACCESSIBLE TELEPHONES
1759	SECTION E107 – SIGNAGE
1760	SECTION E108 – BUS STOPS
1761	SECTION E109 – TRANSPORTATION FACILITIES AND STATIONS
1762	SECTION E110 – AIRPORTS
1763	SECTION E111 – REFERENCED STANDARDS
1765	APPENDIX F – RODENTPROOFING SECTION F101 – GENERAL
1767	APPENDIX G – FLOOD RESISTANT CONSTRUCTION SECTION G101 – ADMINISTRATION
1768	SECTION G102 – APPLICABILITY
1769	SECTION G103 – POWERS AND DUTIES
1771	SECTION G104 – PERMITS
1772	SECTION G105 – VARIANCES
1774	SECTION G201 – DEFINITIONS
1775	SECTION G301 – SUBDIVISIONS
1776	SECTION G401 – SITE IMPROVEMENT
1777	SECTION G501 – MANUFACTURED HOMES
1778	SECTION G601 – RECREATIONAL VEHICLES SECTION G701 – TANKS
1779	SECTION G801 – OTHER BUILDING WORK SECTION G901 – TEMPORARY STRUCTURES AND TEMPORARY STORAGE
1780	SECTION G1001 – UTILITY AND MISCELLANEOUS GROUP U
1781	SECTION G1101 – REFERENCED STANDARDS
1783	APPENDIX H – SIGNS SECTION H101 – GENERAL
1784	SECTION H102 – DEFINITIONS
1785	SECTION H103 – LOCATION SECTION H104 – IDENTIFICATION SECTION H105 – DESIGN AND CONSTRUCTION
1786	SECTION H106 – ELECTRICAL
1787	SECTION H107 – COMBUSTIBLE MATERIALS SECTION H108 – ANIMATED DEVICES SECTION H109 – GROUND SIGNS
1788	SECTION H110 – ROOF SIGNS
1789	SECTION H111 – WALL SIGNS SECTION H112 – PROJECTING SIGNS
1790	SECTION H113 – MARQUEE SIGNS FIGURE H112.5 – ADDITIONAL SIGN LOADS
1791	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
1793	APPENDIX I – PATIO COVERS SECTION I101 – GENERAL SECTION I102 – DEFINITIONS SECTION I103 – EXTERIOR OPENINGS SECTION I104 – STRUCTURAL PROVISIONS
1794	FIGURE I102.1 – PATIO COVERS
1795	APPENDIX J – GRADING SECTION J101 – GENERAL SECTION J102 – DEFINITIONS
1796	SECTION J103 – PERMITS REQUIRED
1797	SECTION J104 – PERMIT APPLICATION AND SUBMITTALS SECTION J105 – INSPECTIONS SECTION J106 – EXCAVATIONS
1798	SECTION J107 – FILLS FIGURE J107.3 – BENCHING DETAILS
1799	SECTION J108 – SETBACKS FIGURE J108.1 – DRAINAGE DIMENSIONS
1800	SECTION J109 – DRAINAGE AND TERRACING SECTION J110 – EROSION CONTROL
1801	SECTION J111 – REFERENCED STANDARDS
1803	APPENDIX K – ICC ELECTRICAL CODE
1805	CHAPTER K1 – SCOPE SECTION K101 – GENERAL SECTION K102 – APPLICABILITY
1807	CHAPTER K2 – DEFINITIONS SECTION K201 – GENERAL SECTION K202 – GENERAL DEFINITIONS
1809	CHAPTER K3 – ORGANIZATION AND ENFORCEMENT SECTION K301 – DEPARTMENT OF ELECTRICAL INSPECTION SECTION K302 – DUTIES AND POWERS OF THECODE OFFICIAL SECTION K303 – CERTIFICATE OF OCCUPANCY
1811	CHAPTER K4 – PERMITS AND FEES SECTION K401 – GENERAL SECTION K402 – APPLICATION SECTION K403 – CONDITIONS
1812	SECTION K404 – FEES
1813	CHAPTER K5 – CONSTRUCTION DOCUMENTS SECTION K501 – GENERAL SECTION K502 – EXAMINATION OF DOCUMENTS SECTION K503 – DESIGN PROFESSIONAL INRESPONSIBLE CHARGE
1814	SECTION K504 – HANDLING SUBMITTALS
1815	CHAPTER K6 – APPROVAL SECTION K601 – GENERAL SECTION K602 – TESTING SECTION K603 – ALTERNATIVE ENGINEERED DESIGN
1817	CHAPTER K7 – INSPECTIONS AND TESTING SECTION K701 – GENERAL SECTION K702 – REQUIRED INSPECTIONS
1818	SECTION K703 – TESTING
1819	CHAPTER K8 – SERVICE UTILITIES SECTION K801 – GENERAL
1821	CHAPTER K9 – UNSAFE SYSTEMS AND EQUIPMENT SECTION K901 – CONDITIONS
1823	CHAPTER K10 – VIOLATIONS SECTION K1001 – UNLAWFUL ACTS SECTION K1002 – NOTICE OF VIOLATION SECTION K1003 – PENALTIES SECTION K1004 – STOP WORK ORDER
1825	CHAPTER K11 – MEANS OF APPEAL SECTION K1101 – GENERAL SECTION K1102 – MEMBERSHIP SECTION K1103 – PROCEDURES
1827	CHAPTER K12 – ELECTRICAL PROVISIONS SECTION K1201 – GENERAL SECTION K1202 – PROVISIONS
1828	SECTION K1203 – EXISTING ELECTRICAL FACILITIES
1829	CHAPTER K13 – REFERENCED STANDARDS
1831	INDEX