Gain full access to the most critical updates in the International Building Code®, including the real-world application of those changes and how they originated — all in a single, easy-to-use resource. SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE® 2015 Edition provides a comprehensive analysis of significant changes since the 2012 IBC ®, offering key insights into its contents and implications. Coverage includes changes made to both structural and non-structural provisions. Each change analysis features the affected code sections and identifies the change with strikethroughs and underlines to show modifications to the existing language. Each change is accompanied by a quick summary, detailed illustrations, and discussion of its significance, which brings the technical jargon of the code to life in a real-world setting. The attention to detail, logical organization, and thorough yet concise coverage found in this resource make it an ideal tool for transitioning from the 2012 IBC®.

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1	2015 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE
2	2015 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE TITLE PAGE
3	COPYRIGHT
4	CONTENTS
8	PREFACE
12	PART 1 ADMINISTRATION CHAPTERS 1 AND 2
13	101.2 EXEMPT RESIDENTIAL ACCESSORY STRUCTURES FIGURE: RESIDENTIAL ACCESSORY STRUCTURE
15	111.1 CHANGE OF USE OR OCCUPANCY FIGURE: OUTPATIENT SURGERY CENTER
17	202 DEFINITION OF HORIZONTAL EXIT FIGURE: HORIZONTAL EXITS
18	202 DEFINITION OF PLATFORM FIGURE: PLATFORM WITH HORIZONTAL SLIDING CURTAINS
19	202 DEFINITION OF PRIVATE GARAGE FIGURE: PRIVATE GARAGES SERVING AN ASSISTED LIVING FACILITY
20	202 DEFINITION OF TREATED WOOD FIGURE: EXAMPLE OF TREATED WOOD QUALITY MARK
21	PART 2 BUILDING PLANNING CHAPTERS 3 THROUGH 6
23	304.1 FOOD PROCESSING FACILITIES AND COMMERCIAL KITCHENS FIGURE: CARRY-OUT BUSINESS WITH COMMERCIAL KITCHEN
25	304.1 TRAINING AND SKILL DEVELOPMENT FACILITIES FIGURE: MUSIC CENTER
27	306.2 FOOD PROCESSING FACILITIES AND COMMERCIAL KITCHENS FIGURE: COMMERCIAL CATERING FACILITY
29	308.3 GROUP I-1 OCCUPANCY CLASSIFICATION 308.3.1 CONDITION 1 FIGURE: ASSISTED LIVING FACILITY
30	308.3.2 CONDITION 2
31	308.4 GROUP I-2 OCCUPANCY CLASSIFICATION 308.4 INSTITUTIONAL GROUP I-2 308.4.1 OCCUPANCY CONDITIONS 308.4.1.1 CONDITION 1 308.4.1.2 CONDITION 2
33	310.5 GROUP R-3 LODGING HOUSES SECTION 202 DEFINITIONS 310.5 RESIDENTIAL GROUP R-3 FIGURE: BED AND BREAKFAST LODGING
34	310.5.2 LODGING HOUSES
35	310.6 GROUP R-4 OCCUPANCY CLASSIFICATION 310.6 RESIDENTIAL GROUP R-4 310.6.1 CONDITION 1 FIGURE R-4 HALFWAY HOUSE
36	310.6.2 CONDITION 2
37	311.1.1 CLASSIFICATION OF ACCESSORY STORAGE SPACES 311.1.1 ACCESSORY STORAGE SPACES FIGURE: ACCESSORY STORAGE SPACES
38	403.1 EXCEPTION ITEMS 3 AND 5 APPLICABILITY OF HIGH-RISE PROVISIONS 403.1 APPLICABILITY FIGURE: HIGH-RISE BUILDINGS
40	404.5 EXCEPTION 404.5 SMOKE CONTROL FIGURE: GROUP I-2 CONDITION 2 HOSPITAL
41	404.9, 404.10 EGRESS TRAVEL THROUGH AN ATRIUM 404.9 EXIT ACCESS TRAVEL DISTANCE 404.9.1 EGRESS NOT THROUGH THE ATRIUM 404.9.2 EXIT ACCESS TRAVEL DISTANCE AT THE LEVEL OF EXIT DISCHARGE 404.9.3 EXIT ACCESS TRAVEL DISTANCE AT OTHER THAN THE LEVEL OF EXIT DISCHARGE 404.10 INTERIOR EXIT STAIRWAYS
42	406.3.1 PRIVATE GARAGE FLOOR-AREA LIMITATION 406.3.1 CLASSIFICATION FIGURE: PRIVATE GARAGE FLOOR-AREA LIMITS
44	406.3.2 PRIVATE PARKING GARAGE CEILING HEIGHT 406.3.2 CLEAR HEIGHT FIGURE: PRIVATE GARAGE CEILING HEIGHT
45	407.2.5 GROUP I-2 SHARED LIVING SPACES 407.2.5 NURSING HOME HOUSING UNITS FIGURE: GROUP I-2 SHARED LIVING SPACE
47	407.2.6 GROUP I-2 COOKING FACILITIES 407.2.6 COOKING FACILITIES FIGURE: GROUP I-2 DOMESTIC COOKING FACILITIES
50	407.5 MAXIMUM SIZE OF GROUP I-2 SMOKE COMPARTMENTS 407.5 SMOKE BARRIERS FIGURE: GROUP I-2 CONDITION 2 SMOKE COMPARTMENTS
52	410.3.5 HORIZONTAL SLIDING DOORS AT STAGE PROSCENIUM OPENING 410.3.5 PROSCENIUM CURTAIN FIGURE: STAGE PROSCENIUM OPENING
54	412.7 TRAVEL DISTANCE IN AIRCRAFT MANUFACTURING FACILITIES 412.7 AIRCRAFT MANUFACTURING FACILITIES TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE FIGURE: AIRCRAFT MANUFACTURING FACILITY 412.7.1 ANCILLARY AREAS
56	423.3 STORM SHELTERS SERVING CRITICAL EMERGENCY OPERATIONS FACILITIES 423.3 CRITICAL EMERGENCY OPERATIONS FIGURE: FIRE STATION
58	423.4 STORM SHELTERS SERVING GROUP E OCCUPANCIES FIGURE: SCHOOL GYMNASIUM CONSTRUCTED AS TORNADO SHELTER
60	503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS 503.1 GENERAL FIGURE: LARGE ASSEMBLY OCCUPANCY
62	TABLES 504.3, 504.4 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
64	505.2.3, EXCEPTION 2 MEZZANINE OPENNESS 505.2.3 OPENNESS FIGURE: ENCLOSED MEZZANINE WITH TWO MEANS OF EGRESS
66	TABLE 506.2 BUILDING AREA 506.2 ALLOWABLE AREA DETERMINATION
68	507.1 BASEMENTS IN UNLIMITED AREA BUILDINGS 507.1 GENERAL FIGURE: UNLIMITED AREA BUILDING
69	507.9 GROUP H-5 IN UNLIMITED AREA BUILDINGS 507.9 UNLIMITED MIXED OCCUPANCY BUILDINGS WITH GROUP H-5
70	FIGURE: GROUP H-5 IN UNLIMITED AREA BUILDING EXAMPLE
71	TABLE 509 FIRE PROTECTION FROM INCIDENTAL USES 509.4 SEPARATION AND PROTECTION TABLE 509 INCIDENTAL USES
72	FIGURE: INCIDENTAL-USE REQIREMENTS SPECIFIC TO AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
75	510.2 HORIZONTAL BUILDING SEPARATION 510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE FIGURE: HORIZONTAL BUILDING SEPARATION
78	TABLE 601, FOOTNOTE D 602.1 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS (HOURS)
79	FIGURE: ONE-HOUR SUBSTITUTION EXAMPLE
80	602.4 TYPE IV MEMBER SIZE EQUIVALENCIES 602.4 TYPE IV FIGURE: STRUCTURAL COMPOSITE LUMBER 602.4.1 FIRE RETARDANT TREATED WOOD IN EXTERIOR WALLS TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
82	602.4.2 CROSS-LAMINATED TIMBER IN EXTERIOR WALLS FIGURE: CROSS-LAMINATED TIMBER CONSTRUCTION
83	603.1, ITEM 26 WALL CONSTRUCTION OF FREEZERS AND COOLERS 603.1 ALLOWABLE MATERIALS FIGURE: FREEZER IN RETAIL SALES BUILDING
84	PART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9
86	704.4 PROTECTION OF SECONDARY MEMBERS 704.4.1 LIGHT-FRAME CONSTRUCTION 704.4.2 HORIZONTAL ASSEMBLIES FIGURE: PROTECTION OF SECONDARY MEMBERS IN HORIZONTAL ASSEMBLIES
88	705.2 PROJECTIONS AT EXTERIOR WALLS 705.2 PROJECTIONS FIGURE: MINIMUM DISTANCE FROM PROJECTIONS
89	TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
91	705.2.3 COMBUSTIBLE PROJECTIONS FIGURE: COMBUSTIBLE PROJECTIONS
92	705.3 BUILDINGS ON THE SAME LOT FIGURE: SEPARATION OF S-2 PARKING GARAGE AND R-2 BUILDING ON THE SAME LOT
95	705.6 STRUCTURAL ELEMENT BRACING OF EXTERIOR WALLS 705.6 STRUCTURAL STABILITY FIGURE: INTERIOR STRUCTURAL ELEMENTS BRACING EXTERIOR WALL
97	705.8.5 VERTICAL SEPARATION OF OPENINGS FIGURE: VERTICAL SEPARATION OF OPENINGS IN AN EXTERIOR WALL
99	706.2 STRUCTURAL STABILITY OF FIRE WALLS 706.2 STRUCTURAL STABILITY FIGURE: NFPA221 STANDARD, COURTESY OF NFPA
100	709.4 CONTINUITY OF SMOKE BARRIERS 709.4 CONTINUITY FIGURE: SMOKE BARRIER CONTINUITY OR TERMINATION
101	709.4.1 SMOKE-BARRIER WALLS SEPARATING SMOKE COMPARTMENTS 709.4.2 SMOKE-BARRIER WALLS ENCLOSING AREAS OF REFUGE OR ELEVATOR LOBBIES
102	711, 712 HORIZONTAL ASSEMBLIES AND VERTICAL OPENINGS SECTION 711 FLOOR AND ROOF ASSEMBLIES 711.1 GENERAL 711.2 HORIZONTAL ASSEMBLIES 711.2.1 MATERIALS 711.2.2 CONTINUITY FIGURE: HORIZONTAL ASSEMBLIES AND VERTICAL OPENINGS
103	711.2.3 SUPPORTING CONSTRUCTION 711.2.4 FIRE-RESISTANCE RATING 711.2.4.1 SEPARATING MIXED OCCUPANCIES 711.2.4.2 SEPARATING FIRE AREAS 711.2.4.3 DWELLING UNITS AND SLEEPING UNITS 711.2.4.4 SEPARATING SMOKE COMPARTMENTS 711.2.4.5 SEPARATING INCIDENTAL USES 711.2.4.6 OTHER SEPARATIONS 711.2.5 CEILING PANELS 711.2.6 UNUSABLE SPACE 711.3 NONFIRE-RESISTANCE-RATED FLOOR AND ROOF ASSEMBLIES 711.3.1 MATERIALS
104	711.3.2 CONTINUITY SECTION 712 VERTICAL OPENINGS 712.1 GENERAL 712.1.1 SHAFT ENCOUNTERS 712.1.2 INDIVIDUAL DWELLING UNIT 712.1.3 ESCALATOR OPENINGS 712.1.4 PENETRATIONS 712.1.5 JOINTS 712.1.5.1 JOINTS IN OR BETWEEN HORIZONTAL ASSEMBLIES 712.1.5.2 JOINTS IN OR BETWEEN NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES 712.1.6 DUCTS AND AIR TRANSFER OPENINGS 712.1.7 ATRIUMS 712.1.8 MASONRY CHIMNEY 712.1.9 TWO-STORY OPENINGS
105	712.1.10 PARKING GARAGES 712.1.10.1 AUTOMOBILE RAMPS 712.1.10.2 ELEVATORS 712.1.10.3 DUCT SYSTEMS 712.1.11 MEZZANINE 712.1.12 EXIT ACCESS STAIRWAYS AND RAMPS 712.1.13 OPENINGS 712.1.13.1 HORIZONTAL FIRE DOOR ASSEMBLIES 712.1.14 GROUP I-3
106	712.1.16 OPENINGS OTHERWISE PERMITTED
108	714.4.2 MEMBRANE PENETRATIONS 714.4.2 MEMBRANE PENETRATIONS FIGURE: CEILING MEMBRANE INTERRUPTED BY WALL TOP PLATES
110	717.1.1 DUCTS TRANSITIONING BETWEEN SHAFTS 717.1.1 DUCTS AND AIR TRANSFER OPENINGS FIGURE: DUCT TRANSITIONING BETWEEN SHAFTS
112	717.3, 717.5 CORRIDOR DAMPERS SECTION 202 DEFINITIONS 717.3.1 DAMPER TESTING FIGURE: CORRIDOR DAMPER AT “TUNNEL CORRIDOR”
113	717.3.2.4 CORRIDOR DAMPER RATINGS 717.3.3.5 CORRIDOR DAMPER ACTUATION 717.5 WHERE REQUIRED 717.5.4.1 CORRIDORS
116	903.2.1.6 SPRINKLER SYSTEMS-ASSEMBLY OCCUPANCIES 903.2.1.6 ASSEMBLY OCCUPANCIES ON ROOFS FIGURE: ASSEMBLY OCCUPANCY ON ROOF
118	903.2.1.7 MULTIPLE FIRE AREAS FIGURE: GROUP A FIRE AREAS WITH SHARED EGRESS COMPONENTS
120	903.2.8 SPRINKLER SYSTEMS-GROUP R OCCUPANCIES 903.2.8 GROUP R 903.2.8.1 GROUP R-3 903.2.8.2 GROUP R-4 CONDITION 1 903.2.8.3 GROUP R-4 CONDITION 2 903.2.8.3.1 ATTICS USED FOR LIVING PURPOSES, STORAGE OR FUEL-FIRED EQUIPMENT FIGURE: GROUP R-4 SPRINKLER REQUIREMENTS
121	903.2.8.3.2 ATTICS NOT USED FOR LIVING PURPOSES, STORAGE OR FUEL-FIRED EQUIPMENT 903.2.8.4 CARE FACILITIES
122	903.3.1.1.2 EXEMPT LOCATIONS FOR NFPA 13 SPRINKLERS 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS 903.3.1.1.1 EXEMPT LOCATIONS 903.3.1.1.2 BATHROOMS FIGURE: SPRINKLER EXCEPTION FOR SMALL BATHROOMS
124	903.3.1.2.2 OPEN-ENDED CORRIDORS FIGURE: OPEN-ENDED CORRIDOR FIGURE: SPRINKLERS REQUIRED IN AN OPEN-ENDED CORRIDOR
126	903.3.8 LIMITED AREA SPRINKLER SYSTEMS 903.3 INSTALLATION REQUIREMENTS 903.3.5.1 DOMESTIC SERVICES FIGURE: LIMITED AREA SPRINKLER SYSTEM
127	903.3.5.2 RESIDENTIAL COMBINATION SERVICES 903.3.8 LIMITED AREA SPRINKLER SYSTEMS 903.3.8.1 NUMBER OF SPRINKLERS 903.3.8.2 OCCUPANCY HAZARD CLASSIFICATION 903.3.8.3 PIPING ARRANGEMENT 903.3.8.4 SUPERVISION 903.3.8.5 CALCULATIONS
129	904.13 DOMESTIC COOKING SYSTEMS IN GROUP I-2 CONDITION 1 904.13 DOMESTIC COOKING SYSTEMS IN GROUP I-2 CONDITION 1 904.13.1 MANUAL SYSTEM OPERATION AND INTERCONNECTION 904.13.2 PORTABLE FIRE EXTINGUISHERS FOR DOMESTIC COOKING EQUIPMENT IN GROUP I-2 CONDITION 1 FIGURE: PROTECTION OF DOMESTIC COOKING SYSTEMS IN GROUP I-2
131	907.2.3 FIRE ALARMS-GROUP E OCCUPANCIES 907.2.3 GROUP E FIGURE: ALARM REQUIREMENTS VARY BASED ON SCHOOL SIZE
133	907.2.9.3 ALARM SYSTEMS-GROUP R-2 COLLEGE AND UNIVERSITY BUILDINGS 907.2.9.3 GROUP R-2 COLLEGE AND UNIVERSITY BUILDINGS FIGURE: GROUP R-2 COLLEGE AND UNIVERSITY BUILDING
135	907.2.11.3, 907.2.11.4 SMOKE ALARMS NEAR COOKING APPLIANCES AND BATHROOMS 907.2.11.3 INSTALLATION NEAR COOKING APPLIANCES 907.2.11.4 INSTALLATION NEAR BATHROOMS FIGURE: LOCATION OF SMOKE DETECTOR
137	909.21.1 ELEVATOR HOISTWAY PRESSURIZATION 909.21 ELEVATOR HOISTWAY PRESSURIZATION ALTERNATIVE 909.21.1 PRESSURIZATION REQUIREMENTS FIGURE: GENERAL REQUIREMENT FOR HOISTWAY PRESSURIZATION
138	FIGURE: EXCEPTIONS 1 AND 2 TO PRESSURIZATION REQUIREMENT FIGURE: EXCEPTION 3 TO PRESSURIZATION REQUIREMENT
139	909.21.1.1 USE OF VENTILATION SYSTEMS
141	910 SMOKE AND HEAT REMOVAL SECTION 910 SMOKE AND HEAT REMOVAL 910.1 GENERAL 910.2 WHERE REQUIRED FIGURE: SMOKE AND HEAT REMOVAL
142	910.2.1 GROUP F-1 OR S-1 910.2.2 HIGH-PILED COMBUSTIBLE STORAGE 910.3 SMOKE AND HEAT VENTS 910.3.1 LISTING AND LABELING
143	910.3.2 SMOKE AND HEART VENT LOCATIONS 910.3.3 SMOKE AND HEART VENTS AREA 910.4 MECHANICAL SMOKE REMOVAL SYSTEMS 910.4.1 AUTOMATIC SPRINKLERS REQUIRED 910.4.2 EXHAUST FAN CONSTRUCTION 910.4.3 SYSTEM DESIGN CRITERIA 910.4.3.1 MAKE-UP AIR
144	910.4.4 ACTIVATION 910.4.5 MANUAL CONTROL LOCATION 910.4.6 CONTROL WIRING 910.4.7 CONTROLS
147	915 CARBON MONOXIDE DETECTION SECTION 915 CARBON MONOXIDE DETECTION FIGURE: CARBON MONOXIDE DETECTOR 915.1 CARBON MONOXIDE DETECTION 915.1.1 WHERE REQUIRED 915.1.2 FUEL-BURNING APPLIANCES AND FUEL-BURNING FIREPLACES 915.1.3 FORCED AIR FURNACES 915.1.4 FUEL-BURNING APPLIANCES OUTSIDE OF DWELLING UNITS, SLEEPING UNITS AND CLASSROOMS
148	915.1.5 PRIVATE GARAGES FIGURE: CO DETECTION REQUIRED IN CLASSROOMS
149	915.1.6 EXEMPT GARAGES 915.2 LOCATIONS 915.2.1 DWELLING UNITS 915.2.2 SLEEPING UNITS 915.2.3 GROUP E OCCUPANCIES 915.3 DETECTION EQUIPMENT 915.4 CARBON MONOXIDE ALARMS 915.4.1 POWER SOURCE 915.4.2 LISTINGS
150	915.4.3 COMBINATION ALARMS 915.5 CARBON MONOXIDE DETECTION SYSTEMS 915.5.1 GENERAL 915.5.2 LOCATIONS 915.5.3 COMBINATION DETECTORS 915.6 MAINTENANCE
152	PART 4 MEANS OF EGRESS CHAPTER 10
153	CHAPTER 10 MEANS OF EGRESS FIGURE: MEANS OF EGRESS SECTION 1006 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGUATION SECTION 1009 ACCESSIBLE MEANS OF EGRESS
154	1004.1.1 CUMULATIVE OCCUPANT LOADS 1004.1.1.1 INTERVENING SPACES 1004.1.1.2 ADJACENT LEVELS 1004.1.1.3 ADJACENT STORIES FIGURE: CUMULATIVE OCCUPANT LOADS FOR INTERVENING SPACES
156	TABLE 1004.1.2 OCCUPANT LOAD FACTORS TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FIGURE: MERCANTILE OCCUPANCY FIGURE: OCCUPANT LOAD FACTOR-MERCANTILE
158	1006, 1007 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS
159	FIGURE: NUMBER AND CONFIGURATION OF MEANS OF EGRESS SECTION 1006 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS 1006.1 GENERAL 1006.2 EGRESS FROM SPACES 1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE
160	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY 1006.3 EGRESS FROM STORIES OR OCCUPIED ROOFS
161	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURAT ION
163	1007.1 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION 1007.1.1.1 MEASUREMENT POINT FIGURE: CONFIGURATION FOR THREE OR MORE DOORWAYS FIGURE: MEASUREMENT POINT FOR EXIT ACCESS STAIRWAYS
164	1007.1.2 THREE OR MORE EXITS OR EXIT ACCESS DOORWAYS 1007.1.3 REMOTENESS OF EXIT ACCESS STAIRWAYS OR RAMPS 1007.1.3.1 THREE OR MORE EXIT ACCESS STAIRWAYS OR RAMPS
165	1009.8 TWO-WAY COMMUNICATION SYSTEMS 1009.8 TWO-WAY COMMUNICATION FIGURE: A TWO-WAY COMMUNICATION SYSTEM MAY SERVE MULTIPLE ELEVATORS
167	1010.1.9 DOOR OPERATIONS-LOCKING SYSTEMS 1010.1.9 DOOR OPERATIONS FIGURE: ELECTROMAGNETIC LOCK 1010.1.9.3 LOCKS AND LATCHES FIGURE: KEY-LOCKING HARDWARE PERMITTED ON INTERIOR DOORS
168	1010.1.9.6 DOORS IN GROUPS I-1 1010.1.9.7 DELAYED EGRESS 1010.1.9.8 SENSOR RELEASE OF ELECTRICALLY LOCKED EGRESS DOORS 1010.1.9.9 ELECTROMAGNETICALLY LOCKED EGRESS DOORS
169	SECTION 1010.1.9.3 SECTION 1010.1.9.6 SECTION 1010.1.9.7
170	SECTION 1010.1.9.8 SECTION 1010.1.9.9 SECTION 1010.1.10
171	1011.15, 1011.16 LADDERS 1011.15 SHIP LADDERS 1011.15.1 HANDRAILS OF SHIP LADDERS 1011.15.2 TREADS OF SHIP LADDERS FIGURE: LADDER ACCESS IS PERMITTED TO LIMITED SPACES
172	1011.16 LADDERS
173	1014.8 HANDRAILS PROJECTIONS 1014.8 PROJECTIONS FIGURE: GENERAL HANDRAIL PROJECTION LIMIT
175	1016.2 EGRESS THROUGH INTERVENING SPACES 1016.2 EGRESS THROUGH INTERVENING SPACES 1020.6 CORRIDOR CONTINUITY FIGURE: EGRESS THROUGH ELEVATOR LOBBY
176	3006.4 MEANS OF EGRESS 3007.6 FIRE SERVICE ACCESS ELEVATOR LOBBY 3008.6 OCCUPANT EVACUATION ELEVATOR LOBBY
177	1017.2.2 TRAVEL DISTANCE INCREASE FOR GROUPS F-1 AND S-1 1017.2.2 GROUPS F-1 AND S-1 INCREASE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE FIGURE: TRAVEL DISTANCE ALLOWED FOR F-1 OR S-1 OCCUPANCY
180	1018.3 AISLES IN GROIUPS B AND M 1018.3 AISLES IN GROUPS B AND M 1018.5 AISLES IN OTHER THAN ASSEMBLY SPACES AND GROUPS B AND M FIGURE: MINIMUM AISLE WIDTHS IN GROUP B AND M OCCUPANCIES
182	1020.2 CORRIDOR WIDTH AND CAPACITY 1020.2 WIDTH AND CAPACITY TABLE 1020.2 MINIMUM CORRIDOR WIDTH FIGURE: BED MOVEMENT IN CORRIDORS REQUIRES LARGER WIDTHS FIGURE: REDUCED CORRIDOR WIDTH PERMITTED IN AREAS NOT SERVING STRETCHER TRAFFIC
184	1023.3.1 STAIRWAY EXTENSION 1023.3.1 EXTENSION FIGURE: SEPARATION BETWEEN STAIRWAY AND PASSAGEWAY CAN BE ELIMINATED
186	1029.13.2.2.1 STEEPED AISLE CONSTRUCTION TOLERANCES 1029.13.2.2 RISERS 1029.13.2.2.1 CONSTRUCTION TOLERANCES FIGURE: LIMITATIONS ON RISER HEIGHT VARIATIONS
188	PART 5 ACCESSIBILITY CHAPTER 11
189	1103.2.8 AREAS IN PLACES OF RELIGIOUS WORSHIP 1103.2 GENERAL EXCEPTIONS 1103.2.8 AREAS IN PLACES OF RELIGIOUS WORSHIP FIGURE: RAISED AREA FOR RELIGIOUS WORSHIP THAT IS NOT REQUIRED TO BE ACCESSIBLE
191	1104.4 MULTISTORY BUILDINGS AND FACILITIES 1104.4 MULTI STORY BUILDINGS AND FACILITIES FIGURE: GOVERNMENT BUILDINGS REQUIRE ACCESS TO ALL LEVELS
192	FIGURE: MULTILEVEL BUILDING
194	1107.3, 1107.4 ACCESSBILE SPACES AND ROUTES 1107.3 ACCESSIBLE SPACES FIGURE: ACCESS WITHIN SPACES VERSUS ACCESSIBLE ROUTE 1107.4 ACCESSIBLE ROUTE
195	FIGURE: ACCESSIBLE ROUTE REQUIREMENT FOR R-2 DORMITORY
198	1107.5.1.1, 1107.6.4.1 ACCESSIBLE UNITS IN ASSISTED LIVING FACILITIES 1107.5.1 GROUP I-1 1107.5.1.1 ACCESSIBLE UNITS 1107.6.4 GROUP R-4 1107.6.4.1 ACCESSIBLE UNITS FIGURE: RESIDENTS CAPABILITIES AFFECT THE NUMBER OF ACCESSIBLE UNITS REQUIRED
200	1107.6.1.1 GROUP R-ACCESSIBLE UNITS 1107.6.1.1 ACCESSIBLE UNITS FIGURE: BUILDING SIZE AFFECTS THE REQUIRED NUMBER AND LOCATION OF ACCESSIBLE UNITS
202	1109.2 ACCESSIBLE WATER CLOSET COMPARTMENTS 1109.2 TOILET AND BATHING FACILITIES
203	FIGURE: ADDITIONAL ACCESSIBLE COMPARTMENTS ARE REQUIRED IN LARGER TOILET ROOMS 1109.2.2 WATER CLOSET COMPARTMENT
205	1109.2.3 ACCESSIBLE LAVATORIES 1109.2.3 LAVATORIES FIGURE: AN ACCESSIBLE LAVATORY MUST BE AVAILABLE TO ALL USERS
207	1110 RECREATIONAL FACILITIES SECTION 1110 RECREATIONAL FACILITIES 1110.1 GENERAL 1110.2 FACILITIES SERVING GROUP R-2, R-3 AND R-4 OCCUPANCIES 1110.3 OTHER OCCUPANCIES 1110.4 RECREATIONAL FACILITIES 1110.4.2 TEAM OR PLAYER SEATING 1110.4.3 BOWLING LANES 1110.4.4 COURT SPORTS 1110.4.5 RAISED BOXING OR WRESTLING RINGS
208	1110.4.6 RAISED REFEREEING, JUDGING AND SCORING AREAS 1110.4.7 ANIMAL CONTAINMENT AREAS 1110.4.8 AMUSEMENT RIDES 1110.4.9 RECREATIONAL BOATING FACILITIES 1110.4.10 EXERCISE MACHINES AND EQUIPMENT FIGURE: SCOPING FOR RECREATIONAL FACILITIES COORDINATES WITH THE ADA
209	1110.4.11 FISHING PIERS AND PLATFORMS 1110.4.12 MINIATURE GOLF FACILITIES 1110.4.13 SWIMMING POOLS, WADING POOLS, HOT TUBS AND SPAS 1110.4.14 SHOOTING FACILITIES WITH FIRING POSITIONS
210	PART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS, AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26
213	1405.3 VAPOR RETARDERS 1405.3.1 CLASS I AND II VAPOR RETARDERS FIGURE: CLASS I, II, AND III VAPOR RETARDERS
214	1405.3.2 CLASS III VAPOR RETARDERS 1405.3.3 MATERIAL VAPOR RETARDER CLASS
216	1602.1 DEFINITIONS AND NOTATIONS SECTION 202 DEFINITIONS SECTION 1602 DEFINITIONS AND NOTATIONS 1602.1 DEFINITIONS FIGURE: FLEXIBLE DIAPHRAGM
217	1604.4 ANALYSIS 1613.3.5.1 ALTERNATIVE SEISMIC DESIGN CATEGORY DETERMINATION
219	1603 CONSTRUCTION DOCUMENTS 1603.1.3 ROOF SNOW LOAD DATA FIGURE: SNOW DRIFT ON ROOF
220	1603.1.7 FLOOD DESIGN DATA FIGURE: COASTAL HIGH HAZARD AREA
222	1603.1.8 SPECIAL LOADS 1603.1.8.1 PHOTOVOLTAIC PANEL SYSTEMS FIGURE: ROOFTOP-MOUNTED SOLAR PANELS
223	1604.3 SERVICEABILITY FIGURE: GUIDE TO THE DESIGN OF BUILDING SYSTEMS FOR SERVICEABILITY 1604.3.1 DEFLECTIONS 1604.3.2 REINFORCED CONCRETE 1604.3.3 STEEL TABLE 1604.3 DEFLECTION LIMITS
226	1604.5 RISK CATEGORY 1604.5.1 MULTIPLE OCCUPANCIES TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
227	TABLE 1604.5-continued RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES FIGURE: APPROXIMATE RELATIONSHIP BETWEEN NUMBER OF LIVES PLACED AT RISK BY A FAILURE AND OCCUPANCY CATEGORY PER ASCE 7
229	1607.5 PARTITION LOADS FIGURE: PARTITION WALLS
230	1607.9 IMPACT LOADS FOR FACADE ACCESS EQUIPMENT 1607.9.3 ELEMENTS SUPPORTING HOISTS FOR FACADE ACCESS EQUIPMENT 1607.9.4 LIFELINE ANCHORAGES FOR FACADE ACCESS EQUIPMENT FIGURE: SUSPENDED FACADE ACCESS PLATFORM
232	1607.10.2 ALTERNATIVE UNIFORM LIVE LOAD REDUCTION EQUATION 16-24 EQUATION 16-25 FIGURE: ALTERNATE LIVE LOAD REDUCTION
234	1607.12 ROOF LOADS SECTION 202 DEFINITIONS 1607.12.3 OCCUPIABLE ROOFS 1607.12.3.1 LANDSCAPED ROOFS FIGURE: GREEN ROOF
236	1607.12.5 PHOTOVOLTAIC PANEL SYSTEMS 1607.12.5.1 ROOF LIVE LOAD 1607.12.5.2 PHOTOVOLTAIC PANELS OR MODULES FIGURE: ROOF-MOUNTED PHOTOVOLTAIC PANEL
237	1607.12.5.3 PHOTOVOLTAIC PANELS OR MODULES INSTALLED AS AN INDEPENDENT STRUCTURE 1607.12.5.4 BALLASTED PHOTOVOLTAIC PANEL SYSEMS
238	1609.1.1 DETERMINATION OF WIND LOADS FIGURE: WIND TUNNEL
240	1613.3.1 MAPPED ACCELERATION PARAMETERS FIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE RESPONSE ACCELERATIONS FOR GUAM
241	FIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) RESPONSE ACCELERATIONS FOR AMERICAN SAMOA
242	1613.5 AMENDMENTS TO ASCE 7 1613.5.1 TRANSFER OF ANCHORAGE FORCES INTO DIAPHRAGM FIGURE: TYPICAL SUBDIAPHRAGM
244	1613.6 BALLASTED PHOTOVOLTAIC PANEL SYSTEMS FIGURE: BALLASTED PHOTOVOLTAIC PANELS
246	1704.5 SUBMITTALS TO THE BUILDING OFFICIAL FIGURE: CONSTRUCTION DOCUMENTS
248	1705.2 STEEL CONSTRUCTION 1705.2.1 STRUCTURAL STEEL FIGURE: STRUCTURAL STEEL CONSTRUCTION
249	1705.2.2 STEEL DECK 1705.2.3 OPEN WEB STEEL JOISTS AND JOIST GIRDERS 1705.2.4 COLD-FORMED STEEL TRUSSES SPANNING 60 FEET OR GREATER CHAPTER 35
251	1705.2.3 OPEN WEB STEEL JOISTS AND JOIST GIRDERS TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN WEB STEEL JOISTS AND JOIST GIRDERS FIGURE: OPEN WEB STEEL JOISTS
253	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
255	1705.11 SPECIAL INSPECTION FOR WIND RESISTANCE 1705.11.1 STRUCTURAL WOOD FIGURE: HIGH WIND DAMAGE ASSESSMENT
256	1705.11.2 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION 1705.11.3 WIND-RESISTING COMPONENTS
257	1705.12 SPECIAL INSPECTION FOR SEISMIC RESISTANCE FIGURE: COLD-FORMED STEEL SPECIAL BOLTED MOMENT FRAMES 1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
258	1705.12.1 STRUCTURAL STEEL 1705.12.1.1 SEISMIC FORCE-RESISTING SYSTEMS 1705.12.1.2 STRUCTURAL STEEL ELEMENTS
259	1705.12.2 STRUCTURAL WOOD 1705.12.3 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION 1705.12.4 DESIGNATED SEISMIC SYSTEMS 1705.12.9 COLD-FORMED STEEL SPECIAL BOLTED MOMENT FRAMES
261	1708.3.2 STATIC LOAD TESTING 1708.3.2 LOAD TEST PROCEDURE NOT SPECIFIED FIGURE: LOAD-TESTING MACHINE
263	1709.5 EXTERIOR WINDOW AND DOOR ASSEMBLIES FIGURE: EXTERIOR WINDOW ASSEMBLIES
264	1711 MATERIAL AND TEST STANDARDS FIGURE: JOIST HANGER
265	1504.2.1 TESTING 1504.2.1.1 OVERTURNING RESISTANCE 1504.2.1.2 WIND TUNNEL TESTING CHAPTER 35
267	1803.5 INVESTIGATED CONDITIONS 1803.5.6 ROCK STRATA 1803.5.7 EXCAVATION NEAR FOUNDATIONS FIGURE: GEOTECHNICAL INVESTIGATION
269	1804.1 EXCAVATION NEAR FOUNDATIONS 1804.1 EXCAVATION NEAR FOUNDATIONS FIGURE: FOUNDATION EXCAVATION 1804.2 UNDERPINNING 1804.2.1 UNDERPINNING SEQUENCING
270	1808.3 DESIGN SURCHARGE LOADS 1808.3.2 SURCHARGE FIGURE: SURCHARGE LOADING
271	1810.2.5 GROUP EFFECTS 1810.2.5 GROUP EFFECTS FIGURE: DRIVING CONCRETE PILE FOUNDATIONS
272	1810.3 DESIGN AND DETAILING 1810.3.2.3 STEEL FIGURE: SHEET PILING 1810.3.5.3 STEEL 1810.3.5.3.1 STRUCTURAL STEEL H-PILES TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
273	1810.3.5.3.2 FULLY WELDED STEEL PILES FABRICATED FROM PLATES 1810.3.5.3.3 STRUCTURAL STEEL SHEET PILING CHAPTER 35
274	1901.3 ANCHORING TO CONCRETE FIGURE: ADHESIVE ANCHOR INSTALLATION
277	1901.4 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES FIGURE: CONCRETE-FILLED PIPE COLUMNS
279	1904 DURABILITY REQUIREMENTS FIGURE: 2014 EDITION OF ACI 318 SECTION 202 DEFINITIONS SECTION 1904 DURABILITY REQUIREMENTS 1904.1 STRUCTURAL CONCRETE
280	1904.2 NONSTRUCTURAL CONCRETE
281	1905.1.3 MODIFICATIONS TO ACI 318, SECTION 18.5 SECTION 1905 MODIFICATIONS TO ACI 318 1905.1 GENERAL 1905.1.1 ACI 318, SECTION 2.3 1905.1.3 ACI 318, SECTION 18.5 FIGURE: WALL PIER DEFINITION IN ACI 318
283	1905.1.8 MODIFICATIONS TO ACI 318, SECTION 17.2.3 SECTION 1905 MODIFICATIONS TO ACI 318 FIGURE: LIGHT-FRAME WOOD FIGURE: COLD-FORMED STEEL (CFS) SHEAR WALL ANCHORAGE
286	2101.2 MASONRY DESIGN METHODS FIGURE: THE 2013 MASONRY STANDARDS JOINT COMMITTEE (MSJC) CODE, SPECIFICATION AND COMMENTARY SECTION 202 DEFINITIONS 2101.2 DESIGN METHODS
287	2101.3 SPECIAL INSPECTION 2101.3.1 FIREPLACE DRAWINGS
289	2103 MASONRY CONSTRUCTION MATERIALS SECTION 202 DEFINITIONS 2102.1 GENERAL 2103.1 MASONRY UNITS FIGURE: TYPICAL “D” DISTANCE FOR A MASONRY BEAM PER MSJC CODE
290	2103.2 MORTAR 2103.2.1 MASONRY MORTAR
291	2103.2.2 SURFACE-BONDING MORTAR 2103.2.3 MORTARS FOR CERAMIC WALL AND FLOOR TILE TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS 2103.2.4 MORTAR FOR ADHERED MASONRY VENEER 2103.3 GROUT 2103.4 METAL REINFORCEMENT AND ACCESSORIES
292	2104 MASONRY CONSTRUCTION 2104.1 MASONRY CONSTRUCTION FIGURE: MASONRY CONSTRUCTION 2104.1.1 SUPPORT ON WOOD 2104.1.2 MOLDED CORNICES
294	2105 QUALITY ASSURANCE SECTION 202 DEFINITIONS 2102.1 GENERAL FIGURE: INSPECTION OF CELLS AND REINFORCEMENT LOCATION PRIOR TO GROUTING
295	SECTION 2105 QUALITY ASSURANCE 2105.1 GENERAL
296	2111, 2113 MASONRY FIREPLACES AND CHIMNEYS SECTION 2111 MASONRY FIREPLACES FIGURE: BRICK CHIMNEY COLLAPSE 2111.1 GENERAL 2111.4 SEISMIC REINFORCEMENT 2111.5 SEISMIC ANCHORAGE
297	SECTION 2113 MASONRY CHIMNEYS 2113.1 GENERAL 2113.3 SEISMIC REINFORCEMENT 2113.4 SEISMIC ANCHORAGE
299	2210 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL FIGURE: STEEL DECK 2210.1 GENERAL 2210.1.1 STEEL DECKS 2210.1.1.3 COMPOSITE SLABS ON STEEL DECKS CHAPTER 35
300	2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION 2211.1 GENERAL 2211.3.3 TRUSSES SPANNING 60 FEET OR GREATER 2211.4 STRUCTURAL WALL STUD DESIGN FIGURE: COLD-FORMED STEEL CONSTRUCTION
301	CHAPTER 35
302	2303.1.4 STRUCTURAL GLUED CROSS-LAMINATED TIMBER SECTION 202 DEFINITIONS 2303.1.4 STRUCTURAL GLUED CROSS-LAMINATED TIMBER FIGURE: CROSS-LAMINATED TIMBER CHAPTER 35
304	2303.1.13 ENGINEERED WOOD RIM BOARD FIGURE: ENGINEERED RIM BOARD SECTION 202 DEFINITIONS 2303.1.13 ENGINEERED WOOD RIM BOARD CHAPTER 35
305	2304.6 EXTERIOR WALL SHEATHING SECTION 202 DEFINITIONS 2304.6 EXTERIOR WALL SHEATHING FIGURE: INSPECTION OF EXTERIOR WALL SHEATHING
306	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING 2304.6.1 WOOD STRUCTURAL PANEL SHEATHING
308	2304.10.6 LOAD PATH FIGURE: COIL STRAP
309	2304.12 PROTECTION AGAINST DECAY AND TERMITES 2304.12 PROTECTION AGAINST DECAY AND TERMITES 2304.12.1 LOCATIONS REQUIRING WATER-BORNE PRESERVATIVES OR NATURALLY DURABLE WOOD 2304.12.1.1 JOISTS, GIRDERS AND SUBFLOOR 2304.12.1.2 WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS FIGURE: TREATED LUMBER
310	2304.12.1.3 EXTERIOR WALLS BELOW GRADE 2304.12.2 OTHER LOCATIONS 2304.12.2.2 POSTS OR COLUMNS 2304.12.2.5 SUPPORTING MEMBERS FOR PERMEABLE FLOORS AND ROOFS 2304.12.3 WOOD IN CONTACT WITH THE GROUND OR FRESH WATER 2304.12.3.1 POSTS OR COLUMNS
311	2304.12.5 WOOD USED IN RETAINING WALLS AND CRIBS
312	2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION 2308.1 GENERAL 2308.1.1 PORTIONS EXCEEDING LIMITATIONS OF CONVENTIONAL LIGHT-FRAME CONSTRUCTION FIGURE: CONVENTIONAL WOOD FRAME CONSTRUCTION
313	2308.1.2 CONNECTIONS AND FASTENERS 2308.2 LIMITATIONS 2308.2.1 STORIES 2308.2.2 ALLOWABLE FLOOR-TO-FLOOR HEIGHT 2308.2.3 ALLOWABLE LOADS TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
314	TABLE 2308.6.1 WALL BRACING REQUIREMENTS
315	2308.2.4 ULTIMATE WIND SPEED 2308.2.5 ALLOWABLE ROOF SPAN 2308.2.6 RISK CATEGORY LIMITATION
317	2308.2.5 ALLOWABLE ROOF SPAN FIGURE: RAFTER, CEILING JOIST, AND RIDGE BOARD FRAMING
318	2308.7 ROOF AND CEILING FRAMING 2308.7.1 CEILING JOIST SPANS TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load 5 = 10 psf, L/Δ 5 = 240) TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load 5 = 20 psf, L/Δ 5 = 240) 2308.7.2 RAFTER SPANS FIGURE: TYPICAL RAFTER AND CEILING JOIST FRAMING
319	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load 5 = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 5 180) TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load 5 = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ 5 = 240) TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 5 180) TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 5 180) TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 5 240) TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 5 240)
320	2309 WOOD FRAME CONSTRUCTION MANUAL FIGURE: THE 2015 EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL 2301.2 GENERAL DESIGN REQUIREMENTS SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL 2309.1 WOOD FRAME CONSTRUCTION MANUAL
322	2406.4.7 SAFETY GLAZING ADJACENT TO BOTTOM STAIR LANDING 2406.4.7 GLAZING ADJACENT TO THE BOTTOM STAIRWAY LANDING FIGURE: REQUIREMENT FOR SAFETY GLAZING ADJACENT TO BOTTOM STAIRWAY LANDING
324	CHAPTER 25 GYPSUM PANEL PRODUCTS FIGURE: GYPSUM PANEL PRODUCTS SECTION 202 DEFINITIONS CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS, AND PLASTER 2501.1 GENERAL 2501.2 PERFORMANCE 2503.1 INSPECTION 2504.1 SCOPE 2504.1.1 WOOD FRAMING
325	2504.1.2 STUDLESS PARTITIONS 2505.1 RESISTANCE TO SHEAR ( WOOD FRAMING) 2505.2 RESISTANCE TO SHEAR (STEEL FRAMING) SECTION 2506 GYPSUM BOARD AND GYPSUM PA NEL PRODUCT MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES 2506.2.1 OTHER MATERIALS SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
327	2612 PLASTIC COMPOSITES SECTION 202 DEFINITIONS 2601.1 SCOPE FIGURE: PLASTIC COMPOSITE DECKING
328	SECTION 2612 PLASTIC COMPOSITES 2612.1 GENERAL 2612.2 LABELING AND IDENTIFICATION 2612.2.1 PERFORMANCE LEVELS 2612.2.2 LOADING 2612.3 FLAME SPREAD INDEX 2612.4 TERMITE AND DECAY RESISTANCE 2612.5 CONSTRUCTION REQUIREMENTS 2612.5.1 SPAN RATING 2612.6 PLASTIC COMPOSITE DECKING, HANDRAILS AND GUARDS
329	SECTION 1410 PLASTIC COMPOSITE DECKING 1410.1 EXTERIOR DECK BOARD, STAIR TREADS, HANDRAILS AND GAURDRAIL SYSTEMS CONSTRUCTED OF PLASTIC COMPOSITES, INCLUDING PLASTIC LUMBER, SHALL COMPLY
330	PART 7 BUILDING SERVICES, SPECIAL DEVICES, AND SPECIAL CONDITIONS
331	2902.3 PUBLIC TOILET FACILITIES 2902.3 REQUIRED PUBLIC TOILET FACILITIES FIGURE: TOILET FACILITIES FOR THE PUBLIC ARE NOT REQUIRED
332	FIGURE: QUICK TRANSACTION TENANT SPACE
333	3004 ELEVATOR HOISTWAY VENTING FIGURE: HOISTWAY VENTING IS NOT REQUIRED
334	3002.9 PLUMBING AND MECHANICAL SYSTEMS
336	3006 ELEVATOR LOBBIES SECTION 3006 ELEVAT OR LOBBIES AND HOISTWAY OPENING PROTECTION 3006.1 GENERAL FIGURE: THE ELEVATOR LOBBY PROVISIONS HAVE BEEN RELOCATED TO CHAPTER 30
337	3006.2 HOISTWAY OPENING PROTECTION REQUIRED 3006.3 HOISTWAY OPENING PROTECTION
338	3006.4 MEANS OF EGRESS
340	CHAPTER 34 EXISTING STRUCTURES FIGURE: THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 101.4.7 EXISTING BUILDINGS FIGURE: EXISTING BUILDINGS ARE REGULATED BY THE IEBC
342	INDEX
350	ICC – DEDICATED TO THE SUPPORT OF BUILDING SAFETY PROFESSIONALS
351	ICC MEMBERSHIP
352	ICC EVALUATION SERVICE
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Standard Title	Significant Changes to the International Building Code, 2015 Edition
Published Code	ICC
Publication Date	2015
Pages Count	353

ICC SignificantChangestotheIBC 2015

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