{"id":183229,"date":"2024-10-19T11:28:15","date_gmt":"2024-10-19T11:28:15","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-significantchangestotheibc-2018\/"},"modified":"2024-10-25T03:49:06","modified_gmt":"2024-10-25T03:49:06","slug":"icc-significantchangestotheibc-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-significantchangestotheibc-2018\/","title":{"rendered":"ICC SignificantChangestotheIBC 2018"},"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 2018 Edition provides a comprehensive analysis of significant changes since the 2015 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 2015 IBC\u00ae. New for this edition includes a limited number of structural and nonstructural changes to the 2018 edition of the International Existing Building Code (IEBC)<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE\u00ae 2018 EDITION <\/td>\n<\/tr>\n
2<\/td>\nSIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE\u00ae 2018 EDITION TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nCONTENTS <\/td>\n<\/tr>\n
10<\/td>\nPREFACE <\/td>\n<\/tr>\n
14<\/td>\nPART 1 ADMINISTRATION CHAPTERS 1 AND 2 <\/td>\n<\/tr>\n
15<\/td>\n202 DEFINITION OF GREENHOUSE
IMAGE: GREENHOUSE <\/td>\n<\/tr>\n
17<\/td>\n202 DEFINITION OF REPAIR GARAGE
IMAGE: REPAIR GARAGE <\/td>\n<\/tr>\n
18<\/td>\n202 DEFINITION OF SLEEPING UNIT
FIGURE: DORMITORY SUITES <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 2 REMOVAL OF DEFINITON REFERENCES <\/td>\n<\/tr>\n
22<\/td>\nPART 2 BUILDING PLANNING CHAPTERS 3 THROUGH 6 <\/td>\n<\/tr>\n
24<\/td>\n302.1 CLASSIFICATION OF OUTDOOR AREAS
IMAGE: ROOFTOP RESTAURANT <\/td>\n<\/tr>\n
26<\/td>\n303.4 ASSEMBLY USE OF GREENHOUSES CLASSIFICATION
IMAGE: CRYSTAL PALACE ARBORETUM <\/td>\n<\/tr>\n
28<\/td>\n309.1 MERCANTILE USE OF GREENHOUSES CLASSIFICATION
IMAGE: RETAIL SALES OF PLANTS <\/td>\n<\/tr>\n
30<\/td>\n310.3, 310.4 CLASSIFICATION OF CONGREGATE LIVING FACILITIES
IMAGE: GROUP R-3 TRANSIENT BOARDING HOUSE <\/td>\n<\/tr>\n
32<\/td>\n310.4.2 OWNER-OCCUPIED LODGING HOUSES
IMAGE: BED-AND-BREAKFAST LODGING <\/td>\n<\/tr>\n
34<\/td>\n311.1.1 CLASSIFICATION OF ACCESSORY STORAGE SPACES
IMAGE: HOSPITAL STORAGE ROOM <\/td>\n<\/tr>\n
36<\/td>\n311.2 CLASSIFICATION OF SELF SERVICE STORAGE FACILITIES
IMAGE: SELF-STORAGE UNITS <\/td>\n<\/tr>\n
38<\/td>\n312.1 CLASSIFICATION OF COMMUNICATION EQUIPMENT STRUCTURES
FIGURE: COMMUNICATIONS STRUCTURES <\/td>\n<\/tr>\n
39<\/td>\n312.1.1 CLASSIFICATION OF AGRICULTURAL GREENHOUSES
IMAGE: COMMERCIAL GREENHOUSE <\/td>\n<\/tr>\n
41<\/td>\n403.2.1.1 TYPE OF CONSTRUCTION IN HIGH-RISE BUILDINGS
IMAGE: R AND D BUSINESS PARK <\/td>\n<\/tr>\n
43<\/td>\n404.6 ENCLOSURE OF ATRIUMS
IMAGE: ATRIUM IN AIRPORT TERMINAL <\/td>\n<\/tr>\n
45<\/td>\n406.1 MOTOR VEHICLE-RELATED OCCUPANCIES
IMAGE: OPEN PARKING GARAGE <\/td>\n<\/tr>\n
46<\/td>\nIMAGE: SERVICE STATION CANOPY <\/td>\n<\/tr>\n
47<\/td>\n406.3 REGULATION OF PRIVATE GARAGES
IMAGE: PRIVATE GARAGES SERVING ASSISTED LIVING FACILITY <\/td>\n<\/tr>\n
48<\/td>\n406.6.2 VENTILATION OF ENCLOSED PARKING GARAGES
IMAGE: PUBLIC GARAGE VENTILATION SYSTEM <\/td>\n<\/tr>\n
49<\/td>\n407.5 MAXIMUM SMOKE COMPARTMENT SIZE
FIGURE: SMOKE COMPARTMENT FLOOR AREA LIMITS <\/td>\n<\/tr>\n
51<\/td>\n407.5.4 REQUIRED EGRESS FROM SMOKE COMPARTMENTS
FIGURE: EGRESS FROM SMOKE COMPARTMENTS <\/td>\n<\/tr>\n
52<\/td>\n420.7 CORRIDOR PROTECTION IN ASSISTED LIVING UNITS
FIGURE: GROUP I-1 LIVING SPACE OPEN TO CORRIDOR <\/td>\n<\/tr>\n
54<\/td>\n420.8 GROUP I-1 COOKING FACILITIES
FIGURE: GROUP I-1 KITCHEN\/DINING SPACES <\/td>\n<\/tr>\n
56<\/td>\n420.10 DORMITORY COOKING FACILITIES
IMAGE: SHARED KITCHEN IN DORMITORY BUILDING <\/td>\n<\/tr>\n
58<\/td>\n422.6 ELECTRICAL SYSTEMS IN ABULATORY CARE FACILITIES
IMAGE: AMBULATORY CARE FACILITY <\/td>\n<\/tr>\n
60<\/td>\n424.1 CHILDREN’S PLAY STRUCTURES
IMAGE: CHILDREN’S PLAY STRUCTURE <\/td>\n<\/tr>\n
62<\/td>\n427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
63<\/td>\nFIGURE: MEDICAL GAS STORAGE ROOMS <\/td>\n<\/tr>\n
65<\/td>\n428 HIGHER EDUCATION LABORATORIES
IMAGE: UNIVERSITY LABORATORY <\/td>\n<\/tr>\n
67<\/td>\nTABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR <\/td>\n<\/tr>\n
69<\/td>\n503.1, 706.1 SCOPE OF FIRE WALL USE
FIGURE: USE OF FIRE WALL <\/td>\n<\/tr>\n
71<\/td>\n503.1.4 ALLOWABLE HEIGHT AND AREA OF OCCUPIED ROOFS
FIGURE: OCCUPIED ROOF EXAMPLE <\/td>\n<\/tr>\n
73<\/td>\n505.2.1.1 MEZZANINE AND EQUIPMENT PLATFORM AREA LIMITATIONS
FIGURE: MEZZANINE AND EQUIPMENT PLATFORM EXAMPLE <\/td>\n<\/tr>\n
75<\/td>\nTABLE 506.2, NOTE I ALLOWABLE AREA OF TYPE VB GREENHOUSES
TABLE 506.2 ALLOWABLE AREA FACTOR
FIGURE: GROUP U GREENHOUSE ALLOWABLE AREA EXAMPLE <\/td>\n<\/tr>\n
77<\/td>\n507.4 SPRINKLERS IN UNLIMITED AREA GROUP A-4 BUILDINGS
FIGURE: SPRINKLER PROTECTION IN UNLIMITED AREA GROUP A-4 BUILDINGS EXAMPLE <\/td>\n<\/tr>\n
79<\/td>\n508.3.1.2 GROUP I-2, CONDITION 2 NONSEPARATED OCCUPANCIES
FIGURE: NONSEPARATED GROUP I-2, CONDITION 2 EXAMPLE <\/td>\n<\/tr>\n
81<\/td>\n508.4.1, TABLE 508.4 SEPARATED OCCUPANCIES VS. FIRE AREA SEPARATIONS
FIGURE: SEPARATED OCCUPANCIES\/FIRE AREA EXAMPLES <\/td>\n<\/tr>\n
83<\/td>\nTABLE 509 INCIDENTIAL USES
TABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
84<\/td>\nIMAGE: STORAGE BATTERY SYSTEM <\/td>\n<\/tr>\n
85<\/td>\n510.2 HORIZONTAL BUILDING SEPARATION
FIGURE: HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
87<\/td>\nTABLE 601, NOTE B FIRE PROTECTION OF STRUCTURAL ROOF MEMBERS
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
FIGURE: UNPROTECTED ROOF ALLOWANCE <\/td>\n<\/tr>\n
89<\/td>\nTABLE 602, NOTE I GROUP R-3 FIRE SEPARATION DISTANCE
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
90<\/td>\nFIGURE GROUP R-3 EXTERIOR WALL CONDITION <\/td>\n<\/tr>\n
91<\/td>\n602.3, 602.4.1 FRT WOOD SHEATHING IN EXTERIOR WALL ASSEMBLIES
IMAGE: FRT WOOD SHEATHED BUILDING <\/td>\n<\/tr>\n
93<\/td>\nPART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9 <\/td>\n<\/tr>\n
95<\/td>\n704.2, 704.4.1 COLUMN PROTECTION IN LIGHT-FRAME CONSTRUCTION
FIGURE: BUILT-UP ELEMENT OF MULTIPLE STUDS <\/td>\n<\/tr>\n
97<\/td>\nTABLE 705.2 EXTENT OF PROJECTIONS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
FIGURE: FIRE SEPARATION DISTANCE AT PROJECTIONS <\/td>\n<\/tr>\n
99<\/td>\n705.2.3, 705.2.3.1 COMBUSTIBLE BALCONIES, PROJECTIONS, AND BAY WINDOWS
IMAGE: COMBUSTIBLE BALCONY CONSTRUCTION <\/td>\n<\/tr>\n
101<\/td>\n705.8.1 MEASUREMENT OF FIRE SEPARATION DISTANCE FOR OPENING PROTECTION
FIGURE: EXTERIOR OPENING PROTECTION EXAMPLE <\/td>\n<\/tr>\n
103<\/td>\n706.1.1 PARTY WALLS NOT CONSTRUCTED AS FIRE WALLS
FIGURE: USE OF PARTY WALLS <\/td>\n<\/tr>\n
105<\/td>\n706.2 STRUCTURAL CONTINUITY OF DOUBLE FIRE WALLS
FIGURE: SHEATHING CONTINUITY AT DOUBLE FIRE WALL <\/td>\n<\/tr>\n
107<\/td>\n708.4 CONTINUITY OF FIRE PARTITIONS
FIGURE: ROOM-SIDE MEMBRANE EXTENDS FULL HEIGHT <\/td>\n<\/tr>\n
108<\/td>\nFIGURE: SPRINKLER PROTECTION IN ABOVE-CEILING SPACE <\/td>\n<\/tr>\n
111<\/td>\n708.4.2 FIREBLOCKING AND DRAFTSTOPPING AT FIRE PARTITIONS
FIGURE: RESIDENTIAL ATTIC PROTECTION <\/td>\n<\/tr>\n
115<\/td>\n713.8.1 MEMBRANE PENETRATIONS OF SHAFT ENCLOSURES
FIGURE: SHAFT MEMBRANE PENETRATIONS <\/td>\n<\/tr>\n
116<\/td>\n716.2.6.5 DELAYED-ACTION SELF-CLOSING DOORS
FIGURE: TRAVEL THROUGH DELAYED-CLOSING DOOR <\/td>\n<\/tr>\n
118<\/td>\n803.1.1, 803.1.2 INTERIOR WALL AND CEILING FINISH TESTING
IMAGE: ASTM E 84 TEST FURNACE <\/td>\n<\/tr>\n
121<\/td>\n803.3 INTERIOR FINISH REQUIREMENTS FOR HEAVY TIMBER CONSTRUCTION
IMAGE: EXPOSED HEAVY-TIMBER CONSTRUCTION IN STAIR ENCLOSURE <\/td>\n<\/tr>\n
122<\/td>\n803.11, 803.12 FLAME SPREAD TESTING OF LAMINATES AND VENEERS
IMAGE: FACTORY PRODUCED LAMINATE PRODUCT WITH WOOD SUBSTRATE <\/td>\n<\/tr>\n
124<\/td>\n901.6.2 INTEGRATED FIRE PROTECTION SYSTEM TESTING
FIGURE: MULTIPLE SYSTEMS TO BE TESTED TO WORK INDEPENDENTLY AND SIMULTANEOUSLY <\/td>\n<\/tr>\n
126<\/td>\n902 FIRE PUMP AND FIRE SPRINKLER RISER ROOMS
IMAGE: FIRE SPRINKLER RISER ROOM <\/td>\n<\/tr>\n
127<\/td>\n903.2.1 SPRINKLERS REQUIRED IN GROUP A OCCUPANCIES
FIGURE: EXTENT OF GROUP A SPRINKLER PROTECTION <\/td>\n<\/tr>\n
130<\/td>\n903.2.3 SPRINKLERS IN GROUP E OCCUPANCIES
IMAGE: GROUP E OCCUPANCY <\/td>\n<\/tr>\n
132<\/td>\n903.3.1.1.2 OMISSION OF SPRINKLERS IN GROUP R-4 BATHROOMS
IMAGE: SMALL BATHROOM IN GROUP R-4 OCCUPANCY <\/td>\n<\/tr>\n
133<\/td>\n903.3.1.2.1 SPRINKLER PROTECTION AT BALCONIES AND DECKS
FIGURE: SPRINKLER PROTECTION AT EXTERIOR BALCONY <\/td>\n<\/tr>\n
135<\/td>\n903.3.1.2.3 PROTECTION OF ATTICS IN GROUP R OCCUPANCIES
IMAGE: CONSTRUCTION OF MID-RISE RESIDENTIAL BUILDING <\/td>\n<\/tr>\n
138<\/td>\n904.12 COMMERCIAL COOKING OPERATIONS
IMAGE: AUTOMATIC WATER MIST SYSTEM PROTECTING COMMERCIAL COOKING OPERATION <\/td>\n<\/tr>\n
140<\/td>\n904.13 DOMESTIC COOKING PROTECTION IN INSTITUTIONAL AND RESIDENTIAL OCCUPANCIES
IMAGE: DOMESTIC COOKING EQUIPMENT PROTECTED WITH UL 300A FIRE-EXTINGUISHING SYSTEM <\/td>\n<\/tr>\n
142<\/td>\n904.14 AEROSOL FIRE EXTINGUISHING SYSTEMS
IMAGE: ELECTRICALLY-OPERATED AEROSOL FIRE EXTINGUISHING DEVICE <\/td>\n<\/tr>\n
143<\/td>\n905.3.1 CLASS III STANDPIPES
FIGURE: STANDPIPE SYSTEM REQUIRED BASED ON NUMBER OF STORIES <\/td>\n<\/tr>\n
146<\/td>\n905.4 CLASS I STANDPIPE CONNECTION LOCATIONS
FIGURE: STANDPIPE CONNECTIONS IN BREEZEWAYS <\/td>\n<\/tr>\n
148<\/td>\n907.2.1 FIRE ALARMS IN GROUP A OCCUPANCIES
FIGURE: GROUP A FIRE ALARM SYSTEM <\/td>\n<\/tr>\n
150<\/td>\n907.2.10 GROUP R-4 FIRE ALARM SYSTEMS
FIGURE: FIRE ALARM SYSTEM NOT REQUIRED IN GROUP R-4 <\/td>\n<\/tr>\n
152<\/td>\nPART 4 MEANS OF EGRESS CHAPTER 10 <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1004.5, 1004.8 OCCUPANT LOAD CALCULATION IN BUSINESS USE AREAS
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES <\/td>\n<\/tr>\n
155<\/td>\nFIGURE: GENERAL BUSINESS USE OCCUPANT LOAD DETERMINATION
FIGURE: CONCENTRATED BUSINESS USE OCCUPANT LOAD DETERMINATION <\/td>\n<\/tr>\n
156<\/td>\n1006.2.1, TABLE 1006.2.1 GROUP R SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
157<\/td>\nFIGURE: LOBBY EGRESS DETERMINATION <\/td>\n<\/tr>\n
159<\/td>\n1006.3, 1006.3.1 EGRESS THROUGH ADJACENT STORIES
FIGURE: EGRESS TRAVEL IN MULTI-STORY BUILDING <\/td>\n<\/tr>\n
161<\/td>\n1008.2.3 ILLUMINATION OF THE EXIT DISCHARGE
FIGURE: EXTERIOR EGRESS ILLUMINATION <\/td>\n<\/tr>\n
163<\/td>\n1008.3.5, 1008.2.2 EMERGENCY ILLUMINATION IN GROUP I-2
IMAGE: EMERGENCY LIGHTING UNIT <\/td>\n<\/tr>\n
165<\/td>\n1009.7.2 PROTECTION OF EXTERIOR AREAS OF ASSISTED RESCUE
FIGURE: EXTERIOR AREA OF ASSISTED RESCUE IN NONSPRINKLERED APPLICATION <\/td>\n<\/tr>\n
167<\/td>\n1010.1.1 SIZE OF DOORS
FIGURE: EGRESS DOOR OPENING WIDTH <\/td>\n<\/tr>\n
170<\/td>\n1010.1.4.4 LOCKING ARRANGEMENTS IN EDUCATIONAL OCCUPANCIES
IMAGE: SECURITY HARDWARE <\/td>\n<\/tr>\n
172<\/td>\n1010.1.9.8 USE OF DELAYED EGRESS LOCKING SYSTEMS IN GROUP E CLASSROOMS
FIGURE: COURTROOM EGRESS EXAMPLE <\/td>\n<\/tr>\n
175<\/td>\n1010.1.9.12 LOCKS ON STAIRWAY DOORS
FIGURE: LOCKING OF STAIRWAY DOORS <\/td>\n<\/tr>\n
177<\/td>\n1010.3.2 SECURITY ACCESS TURNSTILES
IMAGE: SECURITY ACCESS DEVICES <\/td>\n<\/tr>\n
180<\/td>\n1013.2 FLOOR LEVEL EXIT SIGN LOCATION
IMAGE: LOW-LEVEL EXIT SIGN <\/td>\n<\/tr>\n
181<\/td>\n1015.6, 1015.7 FALL ARREST FOR ROOFTOP EQUIPMENT
IMAGE: FALL ARREST\/RESTRAINT ANCHORAGE <\/td>\n<\/tr>\n
183<\/td>\n1017.3, 202 MEASUREMENT OF EGRESS TRAVEL
FIGURE: EGRESS TRAVEL MEASUREMENT <\/td>\n<\/tr>\n
185<\/td>\n1023.3.1 STAIRWAY EXTENSIONS
FIGURE: EXTENSION OF INTERIOR EXIT STAIRWAY <\/td>\n<\/tr>\n
187<\/td>\n1023.5, 1024.6 EXIT STAIRWAY AND EXIT PASSAGEWAY PENETRATIONS
IMAGE: STAIR ENCLOSURE PENETRATIONS <\/td>\n<\/tr>\n
189<\/td>\n1025.1 LUMINOUS EGRESS PATH MARKING IN GROUP I OCCUPANCIES
IMAGE: LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
190<\/td>\n1026.4, 1026.4.1 REFUGE AREAS FOR HORIZONTAL EXITS
FIGURE: CALCULATION OF REFUGE AREA OCCUPANT LOAD <\/td>\n<\/tr>\n
192<\/td>\n1029.6, 1029.6.3, 202 OPEN-AIR ASSEMBLY SEATING
IMAGE: OUTDOOR STADIUM SEATING <\/td>\n<\/tr>\n
194<\/td>\n1030.1 REQUIRED EMERGENCY ESCAPE AND RESCUE OPENINGS
FIGURE: SPRINKLERED GROUP R-3 BASEMENT <\/td>\n<\/tr>\n
196<\/td>\nPART 5 ACCESSIBILITY CHAPTER 11 <\/td>\n<\/tr>\n
197<\/td>\n1103.2.14 ACCESS TO WALK-IN COOLERS AND FREEZERS
IMAGE: WALK-IN COOLER <\/td>\n<\/tr>\n
199<\/td>\n1109.2.1.2 FIXTURES IN FAMILY OR ASSISTED-USE TOILET ROOMS
IMAGE: SIGNAGE AT FAMILY TOILET ROOM <\/td>\n<\/tr>\n
201<\/td>\n1109.15 ACCESS TO GAMING MACHINES AND GAMING TABLES
IMAGE: CASINO GAMING MACHINES <\/td>\n<\/tr>\n
202<\/td>\nIMAGE: CASINO GAMING TABLES <\/td>\n<\/tr>\n
204<\/td>\n1110.4.13 ACCESS TOP PLAY AREAS FOR CHILDREN
IMAGE: CHILDREN’S PLAYGROUND <\/td>\n<\/tr>\n
205<\/td>\nPART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS, AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26 <\/td>\n<\/tr>\n
207<\/td>\n1206.2, 1206.3 ENGINEERING ANALYSIS OF SOUND TRANSMISSION
FIGURE: STC-RATED WALL ASSEMBLY <\/td>\n<\/tr>\n
208<\/td>\nFIGURE: IIC-RATED FLOOR-CEILING ASSEMBLY <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1404.2 WEATHER COVERING MINIMUM THICKNESS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
IMAGE: DECORATIVE ADHERED MASONRY VENEER <\/td>\n<\/tr>\n
211<\/td>\n1404.18 POLYPROPYLENE SIDING
IMAGE: POLYPROPYLENE SIDING ON A RESIDENTIAL BUILDING <\/td>\n<\/tr>\n
212<\/td>\n1504.3.3 METAL ROOF SHINGLES
IMAGE: METAL ROOF SHINGLES <\/td>\n<\/tr>\n
213<\/td>\n1507.1 UNDERLAYMENT
FIGURE: UNDERLAYMENT FOR ROOF PITCH OF 4:12 OR GREATER <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1507.1.1(1) UNDERLAYMENT TYPES
TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
219<\/td>\n1507.18 BUILDING-INTEGRATED PHOTOVOLTAIC PANELS
IMAGE: BIPV PANELS <\/td>\n<\/tr>\n
222<\/td>\n1603.1 CONSTRUCTION DOCUMENTS
IMAGE: FLOOD WATERS IN A CANAL <\/td>\n<\/tr>\n
223<\/td>\nIMAGE: SNOW ON SLOPED ROOF <\/td>\n<\/tr>\n
225<\/td>\n1604.3.7 DEFLECTION OF GLASS FRAMING
IMAGE: GLAZING IN METAL FRAME <\/td>\n<\/tr>\n
226<\/td>\n1604.5.1 MULTIPLE OCCUPANCIES
IMAGE: BUILDING WITH MULTIPLE OCCUPANCIES ON SEPARATE FLOORS <\/td>\n<\/tr>\n
228<\/td>\n1604.10 STORM SHELTERS
IMAGE: TRADITIONAL PROTECTION FROM TORNADOES <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1607.1 DECK LIVE LOAD
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD, L0, AND MINIMUM CONCENTRATED LIVE LOADS
IMAGE: TYPICAL DECK IN A COMMERCIAL BUILDING <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1607.1 LIVE LOAD REDUCTION
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
232<\/td>\nIMAGE: THEATER STAGE <\/td>\n<\/tr>\n
233<\/td>\nIMAGE: LIBRARY BOOKSHELVES <\/td>\n<\/tr>\n
234<\/td>\n1607.15.2 MINIMUM LIVE LOAD FOR FIRE WALLS
IMAGE: FIRES MAY REMOVE PORTIONS OF EXTERIOR WALLS <\/td>\n<\/tr>\n
235<\/td>\n1609 WIND LOADS
FIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
236<\/td>\nFIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
237<\/td>\nFIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
240<\/td>\n1613 EARTHQUAKE LOADS
TABLE 1613.2.3.(1) VALUES OF SITE COEFFICIENT Fa
\na <\/td>\n<\/tr>\n
241<\/td>\nTABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT Fv
\na <\/td>\n<\/tr>\n
243<\/td>\n1613.2.1 SEISMIC MAPS
FIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% of Critical Damping) <\/td>\n<\/tr>\n
244<\/td>\nFIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% of Critical Damping) CONTINUED <\/td>\n<\/tr>\n
245<\/td>\nFIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
246<\/td>\nFIGURE: RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) CONTINUED <\/td>\n<\/tr>\n
249<\/td>\n1615, 1604.5 TSUNAMI LOADS
IMAGE: TSUNAMI WARNING SIGN <\/td>\n<\/tr>\n
250<\/td>\nIMAGE: TSUNAMI ROUTE SIGN
IMAGE: HIGH-RISES IN LOCATIONS AT LOW ELEVATION BECOME POTENTIAL VERTICAL EVACUATION REFUGE <\/td>\n<\/tr>\n
251<\/td>\n1704.6 STRUCTURAL OBSERVATIONS
IMAGE: STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
253<\/td>\n1705.5.2 METAL-PLATE-CONNECTED WOOD TRUSSES
IMAGE: TALL WOOD TRUSSES <\/td>\n<\/tr>\n
254<\/td>\n1705.12.1, 1705.13.1 SEISMIC FORCE-RESISTING SYSTEMS
IMAGE: STEEL CONCENTRIC BRACED FRAME <\/td>\n<\/tr>\n
256<\/td>\n1705.12.6 FIRE SPRINKLER CLEARANCE
IMAGE: FIRE SPRINKLER SYSTEM ATTACHMENT <\/td>\n<\/tr>\n
258<\/td>\n1804.4 SITE GRADING
IMAGE: FRONT ENTRY SLOPE <\/td>\n<\/tr>\n
260<\/td>\n1807.2 RETAINING WALLS
IMAGE: RETAINING WALLS <\/td>\n<\/tr>\n
261<\/td>\n1810.3.8.3 PRECAST PRESTRESSED PILES
EQUATION 18-5
EQUATION 18-6
EQUATION 18-7 <\/td>\n<\/tr>\n
263<\/td>\nIMAGE: PRECAST PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
264<\/td>\n1901.2 SEISMIC LOADS FOR PRECAST CONCRETE DIAPHRAGMS
FIGURE: PRECAST CONCRETE SLAB <\/td>\n<\/tr>\n
266<\/td>\n2207.1 SJI STANDARD <\/td>\n<\/tr>\n
267<\/td>\nIMAGE: SJI 100-15 STANDARD <\/td>\n<\/tr>\n
268<\/td>\n2209.2 CANTILEVERED STEEL STORAGE RACKS
IMAGE: CANTILEVERED STORAGE RACK <\/td>\n<\/tr>\n
269<\/td>\n2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
IMAGE: COLD-FORMED STEEL FRAMING <\/td>\n<\/tr>\n
272<\/td>\nFIGURE: AISI S240
FIGURE: AISI S400 <\/td>\n<\/tr>\n
273<\/td>\n2303.2.2 FIRE-RETARDANT-TREATED WOOD
IMAGE: TREATED LUMBER <\/td>\n<\/tr>\n
275<\/td>\n2303.6 NAILS AND STAPLES <\/td>\n<\/tr>\n
276<\/td>\nIMAGE: 16 GAGE STAPLES <\/td>\n<\/tr>\n
277<\/td>\nTABLE 2304.9.3.2 MECHANICALLY LAMINATED DECKING
TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
278<\/td>\nIMAGE: MECHANICALLY LAMINATED DECK <\/td>\n<\/tr>\n
279<\/td>\nTABLE 2304.10.1 RING SHANK NAILS
TABLE 2304.10.1 FASTENING SCHEDULE, ROOF REQUIREMENTS <\/td>\n<\/tr>\n
280<\/td>\nIMAGE: DEFORMED NAILS <\/td>\n<\/tr>\n
281<\/td>\n2304.10.5 FASTENERS IN TREATED WOOD
IMAGE: STAINLESS STEEL STAPLES <\/td>\n<\/tr>\n
282<\/td>\n2304.11 HEAVY TIMBER CONSTRUCTION
IMAGE: HEAVY TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
285<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
286<\/td>\nTABLE 23-1 NEW LOCATIONS FOR HEAVY TIMBER REQUIREMENTS <\/td>\n<\/tr>\n
287<\/td>\n2304.12.2.5, 2304.12.2.6 SUPPORTING MEMBERS FOR PERMEABLE FLOORS AND ROOFS
FIGURE: PERMEABLE FLOOR <\/td>\n<\/tr>\n
289<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANS\u2014EXTERIOR WALLS
TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
290<\/td>\nIMAGE: DROPPED HEADER IN EXTERIOR WALL
IMAGE: RAISED HEADER IN EXTERIOR WALL <\/td>\n<\/tr>\n
291<\/td>\n2308.4.1.1(2) HEADER AND GIRDER SPANS\u2014IINTERIOR WALLS
TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS <\/td>\n<\/tr>\n
292<\/td>\nIMAGE: DROPPED HEADER IN INTERIOR WALL
IMAGE: RAISED GIRDER IN INTERIOR WALL <\/td>\n<\/tr>\n
293<\/td>\n2308.5.5.1 OPENINGS IN EXTERIOR BEARING WALLS
IMAGE: SINGLE MEMBER HEADER IN AN EXTERIOR WALL <\/td>\n<\/tr>\n
294<\/td>\nFIGURE: COMPONENTS OF A SINGLE MEMBER HEADER
FIGURE: COMPONENTS OF AN ALTERNATIVE SINGLE MEMBER HEADER <\/td>\n<\/tr>\n
295<\/td>\n2407.1 STRUCTURAL GLASS BALUSTER PANELS
IMAGE: STRUCTURAL GLASS BALUSTER PANELS <\/td>\n<\/tr>\n
296<\/td>\n2510.6 WATER-RESISTIVE BARRIER
FIGURE: WATER-RESISTIVE BARRIER <\/td>\n<\/tr>\n
298<\/td>\n2603.13 CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING
FIGURE: CLADDING ATTACHMENT OVER FURRING <\/td>\n<\/tr>\n
299<\/td>\nTABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
300<\/td>\nTABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
302<\/td>\nPART 7 BUILDING SERVICES, SPECIAL DEVICES, AND SPECIAL CONDITIONS CHAPTERS 27 THROUGH 33 <\/td>\n<\/tr>\n
303<\/td>\n3001.2 EMERGENCY ELEVATOR COMMUNICATION SYSTEMS
IMAGE: ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
305<\/td>\n3006.2.1 CORRIDORS ADJACENT TO ELEVATOR HOISTWAY OPENINGS
FIGURE: CORRIDOR OPENING AT ELEVATOR HOISTWAY <\/td>\n<\/tr>\n
307<\/td>\n3007.1 EXTENT OF FIRE SERVICE ACCESS ELEVATOR TRAVEL
FIGURE: FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
309<\/td>\n3008.1.1 REQUIRED NUMBER OF OCCUPANT EVACUATION ELEVATORS
FIGURE: OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
311<\/td>\n3113 RELOCATABLE BUILDINGS
FIGURE: RELOCATABLE BUILDING <\/td>\n<\/tr>\n
314<\/td>\n3310.1 STAIRWAYS IN BUILDINGS UNDER CONSTRUCTION
IMAGE: TEMPORARY STAIRWAY DURING CONSTRUCTION <\/td>\n<\/tr>\n
316<\/td>\n3314 FIRE WATCH DURING CONSTRUCTION
IMAGE: BUILDING UNDER CONSTRUCTION <\/td>\n<\/tr>\n
318<\/td>\nPART 8 APPENDICES APPENDICES A THROUGH N <\/td>\n<\/tr>\n
319<\/td>\nG103.6 WATERCOURSE ALTERATION
IMAGE: FLOOD CONTROL ALONG A RIVER
IMAGE: FLOOD CONTROL IN MOUNTAINOUS REGIONS <\/td>\n<\/tr>\n
320<\/td>\nAPPENDIX N GUIDELINES FOR REPLICABLE BUILDINGS
IMAGE: REPLICABLE SALES BUILDING <\/td>\n<\/tr>\n
326<\/td>\nPART 9 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) CHAPTERS 1 THROUGH 16 AND APPENDICES A THROUGH C <\/td>\n<\/tr>\n
328<\/td>\nIEBC 303.1 LIVE LOADS <\/td>\n<\/tr>\n
329<\/td>\nIMAGE: LIVE LOADS <\/td>\n<\/tr>\n
330<\/td>\nIEBC 303.3.2, IEBC APPENDIX A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS <\/td>\n<\/tr>\n
331<\/td>\nIMAGE: SEISMIC EVALUATION AND RETROFIT STANDARD <\/td>\n<\/tr>\n
332<\/td>\nIEBC 305; CHAPTERS 4, 5, 6, 13, 14 REORGANIZATION
TABLE IEBC 3-1 <\/td>\n<\/tr>\n
334<\/td>\nIEBC 405.2.1.1 SNOW DAMAGE
IMAGE: DAMAGE TO ROOF DUE TO LARGE SNOW LOADS <\/td>\n<\/tr>\n
335<\/td>\nIEBC 502.4 LOADING OF EXISTING STRUCTURAL ELEMENTS
IMAGE: ADDITION OF A HOSPITAL ENTRANCE <\/td>\n<\/tr>\n
337<\/td>\nIEBC 502.7, 503.15, 804, 1105 CARBON MONOXIDE DETECTORS IN GROUP I-1, I-2, I-4 AND R OCCUPANCIES
IMAGE: CARBON MONOXIDE DETECTOR
IMAGE: COMBINED SMOKE AND CARBON MONOXIDE DETECTOR <\/td>\n<\/tr>\n
339<\/td>\nIEBC 502.8, 1106, 1301.2.3.1 STORM SHELTERS IN GROUP E ADDITIONS
IMAGE: GROUP E, EDUCATIONAL FACILITY DESTRUCTION DUE TO TORNADO <\/td>\n<\/tr>\n
341<\/td>\nIEBC 503.7 ANCHORAGE FOR CONCRETE AND REINFORCED MASONRY WALLS
IMAGE: POSITIVE ANCHORAGE OF ROOF TO WALL <\/td>\n<\/tr>\n
342<\/td>\nIEBC 503.10 ANCHORAGE OF UNREINFORCED MASONRY PARTITIONS
IMAGE: RETROFITED BRICK WALL <\/td>\n<\/tr>\n
343<\/td>\nIEBC 505.4, 701.4 EMERGENCY ESCAPE OPENING OPERATION
IMAGE: EMERGENCY ESCAPE AND RESCUE OPENING OPERATION IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
345<\/td>\nIEBC 506.4 STRUCTURAL LOADS
IMAGE: BRICK WAREHOUSE RENOVATED AND USED FOR BUSINESS OCCUPANCY <\/td>\n<\/tr>\n
348<\/td>\nIEBC 507.4 STRUCTURAL LOADS IN HISTORIC BUILDINGS
IMAGE: HISTORIC BUILDING: WSU LIBRARY AND CLOCK TOWER, PULLMAN, WASHINGTON <\/td>\n<\/tr>\n
349<\/td>\nIMAGE: HISTORIC BUILDING: SACRED HEART CHURCH, DAYTON, OHIO
IMAGE: RENOVATED HISTORIC BUILDING: WAREHOUSE TO CONDOS, PORTLAND, OREGON <\/td>\n<\/tr>\n
350<\/td>\nIEBC 805.3.1.1 SINGLE-EXIT BUILDINGS
IMAGE: 3400 S.F. OFFICE BUILDING, TRAVEL DISTANCE 70 FEET, SINGLE EXIT <\/td>\n<\/tr>\n
351<\/td>\nTABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES <\/td>\n<\/tr>\n
352<\/td>\nTABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
353<\/td>\nIEBC 904.1.4 AUTOMATIC SPRINKLER SYSTEM AT FLOOR OF ALTERATION
IMAGE: SPRINKLER RISER ROOM <\/td>\n<\/tr>\n
354<\/td>\nIEBC 906.7 ANCHORAGE OF UNREINFORCED MASONRY PARTITIONS
IMAGE: RETROFITTED BRICK WALL <\/td>\n<\/tr>\n
355<\/td>\nIEBC 1006 SEISMIC LOADS AND ACCESS TO RISK CATEGORY IV STRUCTURES
IMAGE: FIRE STATION <\/td>\n<\/tr>\n
357<\/td>\nIEBC 1103 CHANGES TO LOADS WITH AN ADDITION
IMAGE: ADDITION OF A HOSPITAL ENTRANCE <\/td>\n<\/tr>\n
360<\/td>\nINDEX <\/td>\n<\/tr>\n
366<\/td>\nDRIVING GROWTH AND AFFORDABILITY THROUGH INNOVATION AND SAFETY <\/td>\n<\/tr>\n
367<\/td>\nICC EVALUATION SERVICES <\/td>\n<\/tr>\n
368<\/td>\nTAKE YOUR CAREER FUTHER, FASTER WITH ICC MEMBERSHIP <\/td>\n<\/tr>\n
369<\/td>\nHAVE YOU SEEN ICC’S DIGITAL LIBRARY LATELY? <\/td>\n<\/tr>\n
370<\/td>\nFROM BOOKS TO DIGITAL MEDIA, CONSTRUCTION EDGTE IS YOUR ONE STOP SHOP FOR BUILDING TRADES REFERENCE AND CODE PRODUCTS <\/td>\n<\/tr>\n
371<\/td>\nTEST YOUR CODE KNOWLEDGE WITH THE DELMAR ONLINE TRAINING SIMULATION: RESIDENTIAL CONSTRUCTION CODES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the International Building Code, 2018 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>\n2018<\/td>\n371<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":183230,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-183229","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\/183229","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\/183230"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=183229"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=183229"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=183229"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}