{"id":186213,"date":"2024-10-19T11:41:20","date_gmt":"2024-10-19T11:41:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-significantchangestotheibc-2015\/"},"modified":"2024-10-25T04:05:42","modified_gmt":"2024-10-25T04:05:42","slug":"icc-significantchangestotheibc-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-significantchangestotheibc-2015\/","title":{"rendered":"ICC SignificantChangestotheIBC 2015"},"content":{"rendered":"

Gain full access to the most critical updates in the International Building Code\u00ae, including the real-world application of those changes and how they originated \u2014 all in a single, easy-to-use resource. SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE\u00ae 2015 Edition provides a comprehensive analysis of significant changes since the 2012 IBC \u00ae, 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\u00ae.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2015 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
8<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nPART 1 ADMINISTRATION CHAPTERS 1 AND 2 <\/td>\n<\/tr>\n
13<\/td>\n101.2 EXEMPT RESIDENTIAL ACCESSORY STRUCTURES
FIGURE: RESIDENTIAL ACCESSORY STRUCTURE <\/td>\n<\/tr>\n
15<\/td>\n111.1 CHANGE OF USE OR OCCUPANCY
FIGURE: OUTPATIENT SURGERY CENTER <\/td>\n<\/tr>\n
17<\/td>\n202 DEFINITION OF HORIZONTAL EXIT
FIGURE: HORIZONTAL EXITS <\/td>\n<\/tr>\n
18<\/td>\n202 DEFINITION OF PLATFORM
FIGURE: PLATFORM WITH HORIZONTAL SLIDING CURTAINS <\/td>\n<\/tr>\n
19<\/td>\n202 DEFINITION OF PRIVATE GARAGE
FIGURE: PRIVATE GARAGES SERVING AN ASSISTED LIVING FACILITY <\/td>\n<\/tr>\n
20<\/td>\n202 DEFINITION OF TREATED WOOD
FIGURE: EXAMPLE OF TREATED WOOD QUALITY MARK <\/td>\n<\/tr>\n
21<\/td>\nPART 2 BUILDING PLANNING CHAPTERS 3 THROUGH 6 <\/td>\n<\/tr>\n
23<\/td>\n304.1 FOOD PROCESSING FACILITIES AND COMMERCIAL KITCHENS
FIGURE: CARRY-OUT BUSINESS WITH COMMERCIAL KITCHEN <\/td>\n<\/tr>\n
25<\/td>\n304.1 TRAINING AND SKILL DEVELOPMENT FACILITIES
FIGURE: MUSIC CENTER <\/td>\n<\/tr>\n
27<\/td>\n306.2 FOOD PROCESSING FACILITIES AND COMMERCIAL KITCHENS
FIGURE: COMMERCIAL CATERING FACILITY <\/td>\n<\/tr>\n
29<\/td>\n308.3 GROUP I-1 OCCUPANCY CLASSIFICATION
308.3.1 CONDITION 1
FIGURE: ASSISTED LIVING FACILITY <\/td>\n<\/tr>\n
30<\/td>\n308.3.2 CONDITION 2 <\/td>\n<\/tr>\n
31<\/td>\n308.4 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 <\/td>\n<\/tr>\n
33<\/td>\n310.5 GROUP R-3 LODGING HOUSES
SECTION 202 DEFINITIONS
310.5 RESIDENTIAL GROUP R-3
FIGURE: BED AND BREAKFAST LODGING <\/td>\n<\/tr>\n
34<\/td>\n310.5.2 LODGING HOUSES <\/td>\n<\/tr>\n
35<\/td>\n310.6 GROUP R-4 OCCUPANCY CLASSIFICATION
310.6 RESIDENTIAL GROUP R-4
310.6.1 CONDITION 1
FIGURE R-4 HALFWAY HOUSE <\/td>\n<\/tr>\n
36<\/td>\n310.6.2 CONDITION 2 <\/td>\n<\/tr>\n
37<\/td>\n311.1.1 CLASSIFICATION OF ACCESSORY STORAGE SPACES
311.1.1 ACCESSORY STORAGE SPACES
FIGURE: ACCESSORY STORAGE SPACES <\/td>\n<\/tr>\n
38<\/td>\n403.1 EXCEPTION ITEMS 3 AND 5 APPLICABILITY OF HIGH-RISE PROVISIONS
403.1 APPLICABILITY
FIGURE: HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
40<\/td>\n404.5 EXCEPTION
404.5 SMOKE CONTROL
FIGURE: GROUP I-2 CONDITION 2 HOSPITAL <\/td>\n<\/tr>\n
41<\/td>\n404.9, 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 <\/td>\n<\/tr>\n
42<\/td>\n406.3.1 PRIVATE GARAGE FLOOR-AREA LIMITATION
406.3.1 CLASSIFICATION
FIGURE: PRIVATE GARAGE FLOOR-AREA LIMITS <\/td>\n<\/tr>\n
44<\/td>\n406.3.2 PRIVATE PARKING GARAGE CEILING HEIGHT
406.3.2 CLEAR HEIGHT
FIGURE: PRIVATE GARAGE CEILING HEIGHT <\/td>\n<\/tr>\n
45<\/td>\n407.2.5 GROUP I-2 SHARED LIVING SPACES
407.2.5 NURSING HOME HOUSING UNITS
FIGURE: GROUP I-2 SHARED LIVING SPACE <\/td>\n<\/tr>\n
47<\/td>\n407.2.6 GROUP I-2 COOKING FACILITIES
407.2.6 COOKING FACILITIES
FIGURE: GROUP I-2 DOMESTIC COOKING FACILITIES <\/td>\n<\/tr>\n
50<\/td>\n407.5 MAXIMUM SIZE OF GROUP I-2 SMOKE COMPARTMENTS
407.5 SMOKE BARRIERS
FIGURE: GROUP I-2 CONDITION 2 SMOKE COMPARTMENTS <\/td>\n<\/tr>\n
52<\/td>\n410.3.5 HORIZONTAL SLIDING DOORS AT STAGE PROSCENIUM OPENING
410.3.5 PROSCENIUM CURTAIN
FIGURE: STAGE PROSCENIUM OPENING <\/td>\n<\/tr>\n
54<\/td>\n412.7 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 <\/td>\n<\/tr>\n
56<\/td>\n423.3 STORM SHELTERS SERVING CRITICAL EMERGENCY OPERATIONS FACILITIES
423.3 CRITICAL EMERGENCY OPERATIONS
FIGURE: FIRE STATION <\/td>\n<\/tr>\n
58<\/td>\n423.4 STORM SHELTERS SERVING GROUP E OCCUPANCIES
FIGURE: SCHOOL GYMNASIUM CONSTRUCTED AS TORNADO SHELTER <\/td>\n<\/tr>\n
60<\/td>\n503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
503.1 GENERAL
FIGURE: LARGE ASSEMBLY OCCUPANCY <\/td>\n<\/tr>\n
62<\/td>\nTABLES 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 <\/td>\n<\/tr>\n
64<\/td>\n505.2.3, EXCEPTION 2 MEZZANINE OPENNESS
505.2.3 OPENNESS
FIGURE: ENCLOSED MEZZANINE WITH TWO MEANS OF EGRESS <\/td>\n<\/tr>\n
66<\/td>\nTABLE 506.2 BUILDING AREA
506.2 ALLOWABLE AREA DETERMINATION <\/td>\n<\/tr>\n
68<\/td>\n507.1 BASEMENTS IN UNLIMITED AREA BUILDINGS
507.1 GENERAL
FIGURE: UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
69<\/td>\n507.9 GROUP H-5 IN UNLIMITED AREA BUILDINGS
507.9 UNLIMITED MIXED OCCUPANCY BUILDINGS WITH GROUP H-5 <\/td>\n<\/tr>\n
70<\/td>\nFIGURE: GROUP H-5 IN UNLIMITED AREA BUILDING EXAMPLE <\/td>\n<\/tr>\n
71<\/td>\nTABLE 509 FIRE PROTECTION FROM INCIDENTAL USES
509.4 SEPARATION AND PROTECTION
TABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
72<\/td>\nFIGURE: INCIDENTAL-USE REQIREMENTS SPECIFIC TO AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES <\/td>\n<\/tr>\n
75<\/td>\n510.2 HORIZONTAL BUILDING SEPARATION
510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE
FIGURE: HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
78<\/td>\nTABLE 601, FOOTNOTE D
602.1 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIRMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
79<\/td>\nFIGURE: ONE-HOUR SUBSTITUTION EXAMPLE <\/td>\n<\/tr>\n
80<\/td>\n602.4 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 <\/td>\n<\/tr>\n
82<\/td>\n602.4.2 CROSS-LAMINATED TIMBER IN EXTERIOR WALLS
FIGURE: CROSS-LAMINATED TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
83<\/td>\n603.1, ITEM 26 WALL CONSTRUCTION OF FREEZERS AND COOLERS
603.1 ALLOWABLE MATERIALS
FIGURE: FREEZER IN RETAIL SALES BUILDING <\/td>\n<\/tr>\n
84<\/td>\nPART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9 <\/td>\n<\/tr>\n
86<\/td>\n704.4 PROTECTION OF SECONDARY MEMBERS
704.4.1 LIGHT-FRAME CONSTRUCTION
704.4.2 HORIZONTAL ASSEMBLIES
FIGURE: PROTECTION OF SECONDARY MEMBERS IN HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
88<\/td>\n705.2 PROJECTIONS AT EXTERIOR WALLS
705.2 PROJECTIONS
FIGURE: MINIMUM DISTANCE FROM PROJECTIONS <\/td>\n<\/tr>\n
89<\/td>\nTABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
91<\/td>\n705.2.3 COMBUSTIBLE PROJECTIONS
FIGURE: COMBUSTIBLE PROJECTIONS <\/td>\n<\/tr>\n
92<\/td>\n705.3 BUILDINGS ON THE SAME LOT
FIGURE: SEPARATION OF S-2 PARKING GARAGE AND R-2 BUILDING ON THE SAME LOT <\/td>\n<\/tr>\n
95<\/td>\n705.6 STRUCTURAL ELEMENT BRACING OF EXTERIOR WALLS
705.6 STRUCTURAL STABILITY
FIGURE: INTERIOR STRUCTURAL ELEMENTS BRACING EXTERIOR WALL <\/td>\n<\/tr>\n
97<\/td>\n705.8.5 VERTICAL SEPARATION OF OPENINGS
FIGURE: VERTICAL SEPARATION OF OPENINGS IN AN EXTERIOR WALL <\/td>\n<\/tr>\n
99<\/td>\n706.2 STRUCTURAL STABILITY OF FIRE WALLS
706.2 STRUCTURAL STABILITY
FIGURE: NFPA221 STANDARD, COURTESY OF NFPA <\/td>\n<\/tr>\n
100<\/td>\n709.4 CONTINUITY OF SMOKE BARRIERS
709.4 CONTINUITY
FIGURE: SMOKE BARRIER CONTINUITY OR TERMINATION <\/td>\n<\/tr>\n
101<\/td>\n709.4.1 SMOKE-BARRIER WALLS SEPARATING SMOKE COMPARTMENTS
709.4.2 SMOKE-BARRIER WALLS ENCLOSING AREAS OF REFUGE OR ELEVATOR LOBBIES <\/td>\n<\/tr>\n
102<\/td>\n711, 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 <\/td>\n<\/tr>\n
103<\/td>\n711.2.3 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 <\/td>\n<\/tr>\n
104<\/td>\n711.3.2 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 <\/td>\n<\/tr>\n
105<\/td>\n712.1.10 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 <\/td>\n<\/tr>\n
106<\/td>\n712.1.16 OPENINGS OTHERWISE PERMITTED <\/td>\n<\/tr>\n
108<\/td>\n714.4.2 MEMBRANE PENETRATIONS
714.4.2 MEMBRANE PENETRATIONS
FIGURE: CEILING MEMBRANE INTERRUPTED BY WALL TOP PLATES <\/td>\n<\/tr>\n
110<\/td>\n717.1.1 DUCTS TRANSITIONING BETWEEN SHAFTS
717.1.1 DUCTS AND AIR TRANSFER OPENINGS
FIGURE: DUCT TRANSITIONING BETWEEN SHAFTS <\/td>\n<\/tr>\n
112<\/td>\n717.3, 717.5 CORRIDOR DAMPERS
SECTION 202 DEFINITIONS
717.3.1 DAMPER TESTING
FIGURE: CORRIDOR DAMPER AT “TUNNEL CORRIDOR” <\/td>\n<\/tr>\n
113<\/td>\n717.3.2.4 CORRIDOR DAMPER RATINGS
717.3.3.5 CORRIDOR DAMPER ACTUATION
717.5 WHERE REQUIRED
717.5.4.1 CORRIDORS <\/td>\n<\/tr>\n
116<\/td>\n903.2.1.6 SPRINKLER SYSTEMS-ASSEMBLY OCCUPANCIES
903.2.1.6 ASSEMBLY OCCUPANCIES ON ROOFS
FIGURE: ASSEMBLY OCCUPANCY ON ROOF <\/td>\n<\/tr>\n
118<\/td>\n903.2.1.7 MULTIPLE FIRE AREAS
FIGURE: GROUP A FIRE AREAS WITH SHARED EGRESS COMPONENTS <\/td>\n<\/tr>\n
120<\/td>\n903.2.8 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 <\/td>\n<\/tr>\n
121<\/td>\n903.2.8.3.2 ATTICS NOT USED FOR LIVING PURPOSES, STORAGE OR FUEL-FIRED EQUIPMENT
903.2.8.4 CARE FACILITIES <\/td>\n<\/tr>\n
122<\/td>\n903.3.1.1.2 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 <\/td>\n<\/tr>\n
124<\/td>\n903.3.1.2.2 OPEN-ENDED CORRIDORS
FIGURE: OPEN-ENDED CORRIDOR
FIGURE: SPRINKLERS REQUIRED IN AN OPEN-ENDED CORRIDOR <\/td>\n<\/tr>\n
126<\/td>\n903.3.8 LIMITED AREA SPRINKLER SYSTEMS
903.3 INSTALLATION REQUIREMENTS
903.3.5.1 DOMESTIC SERVICES
FIGURE: LIMITED AREA SPRINKLER SYSTEM <\/td>\n<\/tr>\n
127<\/td>\n903.3.5.2 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 <\/td>\n<\/tr>\n
129<\/td>\n904.13 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 <\/td>\n<\/tr>\n
131<\/td>\n907.2.3 FIRE ALARMS-GROUP E OCCUPANCIES
907.2.3 GROUP E
FIGURE: ALARM REQUIREMENTS VARY BASED ON SCHOOL SIZE <\/td>\n<\/tr>\n
133<\/td>\n907.2.9.3 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 <\/td>\n<\/tr>\n
135<\/td>\n907.2.11.3, 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 <\/td>\n<\/tr>\n
137<\/td>\n909.21.1 ELEVATOR HOISTWAY PRESSURIZATION
909.21 ELEVATOR HOISTWAY PRESSURIZATION ALTERNATIVE
909.21.1 PRESSURIZATION REQUIREMENTS
FIGURE: GENERAL REQUIREMENT FOR HOISTWAY PRESSURIZATION <\/td>\n<\/tr>\n
138<\/td>\nFIGURE: EXCEPTIONS 1 AND 2 TO PRESSURIZATION REQUIREMENT
FIGURE: EXCEPTION 3 TO PRESSURIZATION REQUIREMENT <\/td>\n<\/tr>\n
139<\/td>\n909.21.1.1 USE OF VENTILATION SYSTEMS <\/td>\n<\/tr>\n
141<\/td>\n910 SMOKE AND HEAT REMOVAL
SECTION 910 SMOKE AND HEAT REMOVAL
910.1 GENERAL
910.2 WHERE REQUIRED
FIGURE: SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
142<\/td>\n910.2.1 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 <\/td>\n<\/tr>\n
143<\/td>\n910.3.2 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 <\/td>\n<\/tr>\n
144<\/td>\n910.4.4 ACTIVATION
910.4.5 MANUAL CONTROL LOCATION
910.4.6 CONTROL WIRING
910.4.7 CONTROLS <\/td>\n<\/tr>\n
147<\/td>\n915 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 <\/td>\n<\/tr>\n
148<\/td>\n915.1.5 PRIVATE GARAGES
FIGURE: CO DETECTION REQUIRED IN CLASSROOMS <\/td>\n<\/tr>\n
149<\/td>\n915.1.6 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 <\/td>\n<\/tr>\n
150<\/td>\n915.4.3 COMBINATION ALARMS
915.5 CARBON MONOXIDE DETECTION SYSTEMS
915.5.1 GENERAL
915.5.2 LOCATIONS
915.5.3 COMBINATION DETECTORS
915.6 MAINTENANCE <\/td>\n<\/tr>\n
152<\/td>\nPART 4 MEANS OF EGRESS CHAPTER 10 <\/td>\n<\/tr>\n
153<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
154<\/td>\n1004.1.1 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 <\/td>\n<\/tr>\n
156<\/td>\nTABLE 1004.1.2 OCCUPANT LOAD FACTORS
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
FIGURE: MERCANTILE OCCUPANCY
FIGURE: OCCUPANT LOAD FACTOR-MERCANTILE <\/td>\n<\/tr>\n
158<\/td>\n1006, 1007 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
159<\/td>\nFIGURE: 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 <\/td>\n<\/tr>\n
160<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
1006.3 EGRESS FROM STORIES OR OCCUPIED ROOFS <\/td>\n<\/tr>\n
161<\/td>\nSECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURAT ION <\/td>\n<\/tr>\n
163<\/td>\n1007.1 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 <\/td>\n<\/tr>\n
164<\/td>\n1007.1.2 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 <\/td>\n<\/tr>\n
165<\/td>\n1009.8 TWO-WAY COMMUNICATION SYSTEMS
1009.8 TWO-WAY COMMUNICATION
FIGURE: A TWO-WAY COMMUNICATION SYSTEM MAY SERVE MULTIPLE ELEVATORS <\/td>\n<\/tr>\n
167<\/td>\n1010.1.9 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 <\/td>\n<\/tr>\n
168<\/td>\n1010.1.9.6 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 <\/td>\n<\/tr>\n
169<\/td>\nSECTION 1010.1.9.3
SECTION 1010.1.9.6
SECTION 1010.1.9.7 <\/td>\n<\/tr>\n
170<\/td>\nSECTION 1010.1.9.8
SECTION 1010.1.9.9
SECTION 1010.1.10 <\/td>\n<\/tr>\n
171<\/td>\n1011.15, 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 <\/td>\n<\/tr>\n
172<\/td>\n1011.16 LADDERS <\/td>\n<\/tr>\n
173<\/td>\n1014.8 HANDRAILS PROJECTIONS
1014.8 PROJECTIONS
FIGURE: GENERAL HANDRAIL PROJECTION LIMIT <\/td>\n<\/tr>\n
175<\/td>\n1016.2 EGRESS THROUGH INTERVENING SPACES
1016.2 EGRESS THROUGH INTERVENING SPACES
1020.6 CORRIDOR CONTINUITY
FIGURE: EGRESS THROUGH ELEVATOR LOBBY <\/td>\n<\/tr>\n
176<\/td>\n3006.4 MEANS OF EGRESS
3007.6 FIRE SERVICE ACCESS ELEVATOR LOBBY
3008.6 OCCUPANT EVACUATION ELEVATOR LOBBY <\/td>\n<\/tr>\n
177<\/td>\n1017.2.2 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 <\/td>\n<\/tr>\n
180<\/td>\n1018.3 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 <\/td>\n<\/tr>\n
182<\/td>\n1020.2 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 <\/td>\n<\/tr>\n
184<\/td>\n1023.3.1 STAIRWAY EXTENSION
1023.3.1 EXTENSION
FIGURE: SEPARATION BETWEEN STAIRWAY AND PASSAGEWAY CAN BE ELIMINATED <\/td>\n<\/tr>\n
186<\/td>\n1029.13.2.2.1 STEEPED AISLE CONSTRUCTION TOLERANCES
1029.13.2.2 RISERS
1029.13.2.2.1 CONSTRUCTION TOLERANCES
FIGURE: LIMITATIONS ON RISER HEIGHT VARIATIONS <\/td>\n<\/tr>\n
188<\/td>\nPART 5 ACCESSIBILITY CHAPTER 11 <\/td>\n<\/tr>\n
189<\/td>\n1103.2.8 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 <\/td>\n<\/tr>\n
191<\/td>\n1104.4 MULTISTORY BUILDINGS AND FACILITIES
1104.4 MULTI STORY BUILDINGS AND FACILITIES
FIGURE: GOVERNMENT BUILDINGS REQUIRE ACCESS TO ALL LEVELS <\/td>\n<\/tr>\n
192<\/td>\nFIGURE: MULTILEVEL BUILDING <\/td>\n<\/tr>\n
194<\/td>\n1107.3, 1107.4 ACCESSBILE SPACES AND ROUTES
1107.3 ACCESSIBLE SPACES
FIGURE: ACCESS WITHIN SPACES VERSUS ACCESSIBLE ROUTE
1107.4 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
195<\/td>\nFIGURE: ACCESSIBLE ROUTE REQUIREMENT FOR R-2 DORMITORY <\/td>\n<\/tr>\n
198<\/td>\n1107.5.1.1, 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 <\/td>\n<\/tr>\n
200<\/td>\n1107.6.1.1 GROUP R-ACCESSIBLE UNITS
1107.6.1.1 ACCESSIBLE UNITS
FIGURE: BUILDING SIZE AFFECTS THE REQUIRED NUMBER AND LOCATION OF ACCESSIBLE UNITS <\/td>\n<\/tr>\n
202<\/td>\n1109.2 ACCESSIBLE WATER CLOSET COMPARTMENTS
1109.2 TOILET AND BATHING FACILITIES <\/td>\n<\/tr>\n
203<\/td>\nFIGURE: ADDITIONAL ACCESSIBLE COMPARTMENTS ARE REQUIRED IN LARGER TOILET ROOMS
1109.2.2 WATER CLOSET COMPARTMENT <\/td>\n<\/tr>\n
205<\/td>\n1109.2.3 ACCESSIBLE LAVATORIES
1109.2.3 LAVATORIES
FIGURE: AN ACCESSIBLE LAVATORY MUST BE AVAILABLE TO ALL USERS <\/td>\n<\/tr>\n
207<\/td>\n1110 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 <\/td>\n<\/tr>\n
208<\/td>\n1110.4.6 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 <\/td>\n<\/tr>\n
209<\/td>\n1110.4.11 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 <\/td>\n<\/tr>\n
210<\/td>\nPART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS, AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26 <\/td>\n<\/tr>\n
213<\/td>\n1405.3 VAPOR RETARDERS
1405.3.1 CLASS I AND II VAPOR RETARDERS
FIGURE: CLASS I, II, AND III VAPOR RETARDERS <\/td>\n<\/tr>\n
214<\/td>\n1405.3.2 CLASS III VAPOR RETARDERS
1405.3.3 MATERIAL VAPOR RETARDER CLASS <\/td>\n<\/tr>\n
216<\/td>\n1602.1 DEFINITIONS AND NOTATIONS
SECTION 202 DEFINITIONS
SECTION 1602 DEFINITIONS AND NOTATIONS
1602.1 DEFINITIONS
FIGURE: FLEXIBLE DIAPHRAGM <\/td>\n<\/tr>\n
217<\/td>\n1604.4 ANALYSIS
1613.3.5.1 ALTERNATIVE SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
219<\/td>\n1603 CONSTRUCTION DOCUMENTS
1603.1.3 ROOF SNOW LOAD DATA
FIGURE: SNOW DRIFT ON ROOF <\/td>\n<\/tr>\n
220<\/td>\n1603.1.7 FLOOD DESIGN DATA
FIGURE: COASTAL HIGH HAZARD AREA <\/td>\n<\/tr>\n
222<\/td>\n1603.1.8 SPECIAL LOADS
1603.1.8.1 PHOTOVOLTAIC PANEL SYSTEMS
FIGURE: ROOFTOP-MOUNTED SOLAR PANELS <\/td>\n<\/tr>\n
223<\/td>\n1604.3 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 <\/td>\n<\/tr>\n
226<\/td>\n1604.5 RISK CATEGORY
1604.5.1 MULTIPLE OCCUPANCIES
TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
227<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
229<\/td>\n1607.5 PARTITION LOADS
FIGURE: PARTITION WALLS <\/td>\n<\/tr>\n
230<\/td>\n1607.9 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 <\/td>\n<\/tr>\n
232<\/td>\n1607.10.2 ALTERNATIVE UNIFORM LIVE LOAD REDUCTION
EQUATION 16-24
EQUATION 16-25
FIGURE: ALTERNATE LIVE LOAD REDUCTION <\/td>\n<\/tr>\n
234<\/td>\n1607.12 ROOF LOADS
SECTION 202 DEFINITIONS
1607.12.3 OCCUPIABLE ROOFS
1607.12.3.1 LANDSCAPED ROOFS
FIGURE: GREEN ROOF <\/td>\n<\/tr>\n
236<\/td>\n1607.12.5 PHOTOVOLTAIC PANEL SYSTEMS
1607.12.5.1 ROOF LIVE LOAD
1607.12.5.2 PHOTOVOLTAIC PANELS OR MODULES
FIGURE: ROOF-MOUNTED PHOTOVOLTAIC PANEL <\/td>\n<\/tr>\n
237<\/td>\n1607.12.5.3 PHOTOVOLTAIC PANELS OR MODULES INSTALLED AS AN INDEPENDENT STRUCTURE
1607.12.5.4 BALLASTED PHOTOVOLTAIC PANEL SYSEMS <\/td>\n<\/tr>\n
238<\/td>\n1609.1.1 DETERMINATION OF WIND LOADS
FIGURE: WIND TUNNEL <\/td>\n<\/tr>\n
240<\/td>\n1613.3.1 MAPPED ACCELERATION PARAMETERS
FIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE RESPONSE ACCELERATIONS FOR GUAM <\/td>\n<\/tr>\n
241<\/td>\nFIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) RESPONSE ACCELERATIONS FOR AMERICAN SAMOA <\/td>\n<\/tr>\n
242<\/td>\n1613.5 AMENDMENTS TO ASCE 7
1613.5.1 TRANSFER OF ANCHORAGE FORCES INTO DIAPHRAGM
FIGURE: TYPICAL SUBDIAPHRAGM <\/td>\n<\/tr>\n
244<\/td>\n1613.6 BALLASTED PHOTOVOLTAIC PANEL SYSTEMS
FIGURE: BALLASTED PHOTOVOLTAIC PANELS <\/td>\n<\/tr>\n
246<\/td>\n1704.5 SUBMITTALS TO THE BUILDING OFFICIAL
FIGURE: CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
248<\/td>\n1705.2 STEEL CONSTRUCTION
1705.2.1 STRUCTURAL STEEL
FIGURE: STRUCTURAL STEEL CONSTRUCTION <\/td>\n<\/tr>\n
249<\/td>\n1705.2.2 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 <\/td>\n<\/tr>\n
251<\/td>\n1705.2.3 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 <\/td>\n<\/tr>\n
253<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION
TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
255<\/td>\n1705.11 SPECIAL INSPECTION FOR WIND RESISTANCE
1705.11.1 STRUCTURAL WOOD
FIGURE: HIGH WIND DAMAGE ASSESSMENT <\/td>\n<\/tr>\n
256<\/td>\n1705.11.2 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
1705.11.3 WIND-RESISTING COMPONENTS <\/td>\n<\/tr>\n
257<\/td>\n1705.12 SPECIAL INSPECTION FOR SEISMIC RESISTANCE
FIGURE: COLD-FORMED STEEL SPECIAL BOLTED MOMENT FRAMES
1705.12 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
258<\/td>\n1705.12.1 STRUCTURAL STEEL
1705.12.1.1 SEISMIC FORCE-RESISTING SYSTEMS
1705.12.1.2 STRUCTURAL STEEL ELEMENTS <\/td>\n<\/tr>\n
259<\/td>\n1705.12.2 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 <\/td>\n<\/tr>\n
261<\/td>\n1708.3.2 STATIC LOAD TESTING
1708.3.2 LOAD TEST PROCEDURE NOT SPECIFIED
FIGURE: LOAD-TESTING MACHINE <\/td>\n<\/tr>\n
263<\/td>\n1709.5 EXTERIOR WINDOW AND DOOR ASSEMBLIES
FIGURE: EXTERIOR WINDOW ASSEMBLIES <\/td>\n<\/tr>\n
264<\/td>\n1711 MATERIAL AND TEST STANDARDS
FIGURE: JOIST HANGER <\/td>\n<\/tr>\n
265<\/td>\n1504.2.1 TESTING
1504.2.1.1 OVERTURNING RESISTANCE
1504.2.1.2 WIND TUNNEL TESTING
CHAPTER 35 <\/td>\n<\/tr>\n
267<\/td>\n1803.5 INVESTIGATED CONDITIONS
1803.5.6 ROCK STRATA
1803.5.7 EXCAVATION NEAR FOUNDATIONS
FIGURE: GEOTECHNICAL INVESTIGATION <\/td>\n<\/tr>\n
269<\/td>\n1804.1 EXCAVATION NEAR FOUNDATIONS
1804.1 EXCAVATION NEAR FOUNDATIONS
FIGURE: FOUNDATION EXCAVATION
1804.2 UNDERPINNING
1804.2.1 UNDERPINNING SEQUENCING <\/td>\n<\/tr>\n
270<\/td>\n1808.3 DESIGN SURCHARGE LOADS
1808.3.2 SURCHARGE
FIGURE: SURCHARGE LOADING <\/td>\n<\/tr>\n
271<\/td>\n1810.2.5 GROUP EFFECTS
1810.2.5 GROUP EFFECTS
FIGURE: DRIVING CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
272<\/td>\n1810.3 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 <\/td>\n<\/tr>\n
273<\/td>\n1810.3.5.3.2 FULLY WELDED STEEL PILES FABRICATED FROM PLATES
1810.3.5.3.3 STRUCTURAL STEEL SHEET PILING
CHAPTER 35 <\/td>\n<\/tr>\n
274<\/td>\n1901.3 ANCHORING TO CONCRETE
FIGURE: ADHESIVE ANCHOR INSTALLATION <\/td>\n<\/tr>\n
277<\/td>\n1901.4 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
FIGURE: CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
279<\/td>\n1904 DURABILITY REQUIREMENTS
FIGURE: 2014 EDITION OF ACI 318
SECTION 202 DEFINITIONS
SECTION 1904 DURABILITY REQUIREMENTS
1904.1 STRUCTURAL CONCRETE <\/td>\n<\/tr>\n
280<\/td>\n1904.2 NONSTRUCTURAL CONCRETE <\/td>\n<\/tr>\n
281<\/td>\n1905.1.3 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 <\/td>\n<\/tr>\n
283<\/td>\n1905.1.8 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 <\/td>\n<\/tr>\n
286<\/td>\n2101.2 MASONRY DESIGN METHODS
FIGURE: THE 2013 MASONRY STANDARDS JOINT COMMITTEE (MSJC) CODE, SPECIFICATION AND COMMENTARY
SECTION 202 DEFINITIONS
2101.2 DESIGN METHODS <\/td>\n<\/tr>\n
287<\/td>\n2101.3 SPECIAL INSPECTION
2101.3.1 FIREPLACE DRAWINGS <\/td>\n<\/tr>\n
289<\/td>\n2103 MASONRY CONSTRUCTION MATERIALS
SECTION 202 DEFINITIONS
2102.1 GENERAL
2103.1 MASONRY UNITS
FIGURE: TYPICAL “D” DISTANCE FOR A MASONRY BEAM PER MSJC CODE <\/td>\n<\/tr>\n
290<\/td>\n2103.2 MORTAR
2103.2.1 MASONRY MORTAR <\/td>\n<\/tr>\n
291<\/td>\n2103.2.2 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 <\/td>\n<\/tr>\n
292<\/td>\n2104 MASONRY CONSTRUCTION
2104.1 MASONRY CONSTRUCTION
FIGURE: MASONRY CONSTRUCTION
2104.1.1 SUPPORT ON WOOD
2104.1.2 MOLDED CORNICES <\/td>\n<\/tr>\n
294<\/td>\n2105 QUALITY ASSURANCE
SECTION 202 DEFINITIONS
2102.1 GENERAL
FIGURE: INSPECTION OF CELLS AND REINFORCEMENT LOCATION PRIOR TO GROUTING <\/td>\n<\/tr>\n
295<\/td>\nSECTION 2105 QUALITY ASSURANCE
2105.1 GENERAL <\/td>\n<\/tr>\n
296<\/td>\n2111, 2113 MASONRY FIREPLACES AND CHIMNEYS
SECTION 2111 MASONRY FIREPLACES
FIGURE: BRICK CHIMNEY COLLAPSE
2111.1 GENERAL
2111.4 SEISMIC REINFORCEMENT
2111.5 SEISMIC ANCHORAGE <\/td>\n<\/tr>\n
297<\/td>\nSECTION 2113 MASONRY CHIMNEYS
2113.1 GENERAL
2113.3 SEISMIC REINFORCEMENT
2113.4 SEISMIC ANCHORAGE <\/td>\n<\/tr>\n
299<\/td>\n2210 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 <\/td>\n<\/tr>\n
300<\/td>\n2211 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 <\/td>\n<\/tr>\n
301<\/td>\nCHAPTER 35 <\/td>\n<\/tr>\n
302<\/td>\n2303.1.4 STRUCTURAL GLUED CROSS-LAMINATED TIMBER
SECTION 202 DEFINITIONS
2303.1.4 STRUCTURAL GLUED CROSS-LAMINATED TIMBER
FIGURE: CROSS-LAMINATED TIMBER
CHAPTER 35 <\/td>\n<\/tr>\n
304<\/td>\n2303.1.13 ENGINEERED WOOD RIM BOARD
FIGURE: ENGINEERED RIM BOARD
SECTION 202 DEFINITIONS
2303.1.13 ENGINEERED WOOD RIM BOARD
CHAPTER 35 <\/td>\n<\/tr>\n
305<\/td>\n2304.6 EXTERIOR WALL SHEATHING
SECTION 202 DEFINITIONS
2304.6 EXTERIOR WALL SHEATHING
FIGURE: INSPECTION OF EXTERIOR WALL SHEATHING <\/td>\n<\/tr>\n
306<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
2304.6.1 WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
308<\/td>\n2304.10.6 LOAD PATH
FIGURE: COIL STRAP <\/td>\n<\/tr>\n
309<\/td>\n2304.12 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 <\/td>\n<\/tr>\n
310<\/td>\n2304.12.1.3 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 <\/td>\n<\/tr>\n
311<\/td>\n2304.12.5 WOOD USED IN RETAINING WALLS AND CRIBS <\/td>\n<\/tr>\n
312<\/td>\n2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
2308.1 GENERAL
2308.1.1 PORTIONS EXCEEDING LIMITATIONS OF CONVENTIONAL LIGHT-FRAME CONSTRUCTION
FIGURE: CONVENTIONAL WOOD FRAME CONSTRUCTION <\/td>\n<\/tr>\n
313<\/td>\n2308.1.2 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 <\/td>\n<\/tr>\n
314<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
315<\/td>\n2308.2.4 ULTIMATE WIND SPEED
2308.2.5 ALLOWABLE ROOF SPAN
2308.2.6 RISK CATEGORY LIMITATION <\/td>\n<\/tr>\n
317<\/td>\n2308.2.5 ALLOWABLE ROOF SPAN
FIGURE: RAFTER, CEILING JOIST, AND RIDGE BOARD FRAMING <\/td>\n<\/tr>\n
318<\/td>\n2308.7 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\/\u0394 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\/\u0394 5 = 240)
2308.7.2 RAFTER SPANS
FIGURE: TYPICAL RAFTER AND CEILING JOIST FRAMING <\/td>\n<\/tr>\n
319<\/td>\nTABLE 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\/\u0394 = 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\/\u0394 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\/\u0394 = 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\/\u0394 = 5 180)
TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 30 pounds per square foot, Ceiling
\nAttached to Rafters, L\/\u0394 = 5 240)
TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load 5 = 50 pounds per square foot, Ceiling
\nAttached to Rafters, L\/\u0394 = 5 240) <\/td>\n<\/tr>\n
320<\/td>\n2309 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 <\/td>\n<\/tr>\n
322<\/td>\n2406.4.7 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 <\/td>\n<\/tr>\n
324<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
325<\/td>\n2504.1.2 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 <\/td>\n<\/tr>\n
327<\/td>\n2612 PLASTIC COMPOSITES
SECTION 202 DEFINITIONS
2601.1 SCOPE
FIGURE: PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
328<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1410 PLASTIC COMPOSITE DECKING
1410.1 EXTERIOR DECK BOARD, STAIR TREADS, HANDRAILS AND GAURDRAIL SYSTEMS CONSTRUCTED OF PLASTIC COMPOSITES, INCLUDING PLASTIC LUMBER, SHALL COMPLY <\/td>\n<\/tr>\n
330<\/td>\nPART 7 BUILDING SERVICES, SPECIAL DEVICES, AND SPECIAL CONDITIONS <\/td>\n<\/tr>\n
331<\/td>\n2902.3 PUBLIC TOILET FACILITIES
2902.3 REQUIRED PUBLIC TOILET FACILITIES
FIGURE: TOILET FACILITIES FOR THE PUBLIC ARE NOT REQUIRED <\/td>\n<\/tr>\n
332<\/td>\nFIGURE: QUICK TRANSACTION TENANT SPACE <\/td>\n<\/tr>\n
333<\/td>\n3004 ELEVATOR HOISTWAY VENTING
FIGURE: HOISTWAY VENTING IS NOT REQUIRED <\/td>\n<\/tr>\n
334<\/td>\n3002.9 PLUMBING AND MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
336<\/td>\n3006 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 <\/td>\n<\/tr>\n
337<\/td>\n3006.2 HOISTWAY OPENING PROTECTION REQUIRED
3006.3 HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
338<\/td>\n3006.4 MEANS OF EGRESS <\/td>\n<\/tr>\n
340<\/td>\nCHAPTER 34 EXISTING STRUCTURES
FIGURE: THE 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
101.4.7 EXISTING BUILDINGS
FIGURE: EXISTING BUILDINGS ARE REGULATED BY THE IEBC <\/td>\n<\/tr>\n
342<\/td>\nINDEX <\/td>\n<\/tr>\n
350<\/td>\nICC – DEDICATED TO THE SUPPORT OF BUILDING SAFETY PROFESSIONALS <\/td>\n<\/tr>\n
351<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
352<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
353<\/td>\nGET IMMEDIATE DOWNLOADS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the International Building Code, 2015 Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2015<\/td>\n353<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":186214,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-186213","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/186213","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/186214"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=186213"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=186213"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=186213"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}