ICC SignificantChangestotheIBC 2018
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Significant Changes to the International Building Code, 2018 Edition
Published By | Publication Date | Number of Pages |
ICC | 2018 | 371 |
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® 2018 Edition provides a comprehensive analysis of significant changes since the 2015 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 2015 IBC®. New for this edition includes a limited number of structural and nonstructural changes to the 2018 edition of the International Existing Building Code (IEBC)
PDF Catalog
PDF Pages | PDF Title |
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1 | SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE® 2018 EDITION |
2 | SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE® 2018 EDITION TITLE PAGE |
3 | COPYRIGHT |
4 | CONTENTS |
10 | PREFACE |
14 | PART 1 ADMINISTRATION CHAPTERS 1 AND 2 |
15 | 202 DEFINITION OF GREENHOUSE IMAGE: GREENHOUSE |
17 | 202 DEFINITION OF REPAIR GARAGE IMAGE: REPAIR GARAGE |
18 | 202 DEFINITION OF SLEEPING UNIT FIGURE: DORMITORY SUITES |
20 | CHAPTER 2 REMOVAL OF DEFINITON REFERENCES |
22 | PART 2 BUILDING PLANNING CHAPTERS 3 THROUGH 6 |
24 | 302.1 CLASSIFICATION OF OUTDOOR AREAS IMAGE: ROOFTOP RESTAURANT |
26 | 303.4 ASSEMBLY USE OF GREENHOUSES CLASSIFICATION IMAGE: CRYSTAL PALACE ARBORETUM |
28 | 309.1 MERCANTILE USE OF GREENHOUSES CLASSIFICATION IMAGE: RETAIL SALES OF PLANTS |
30 | 310.3, 310.4 CLASSIFICATION OF CONGREGATE LIVING FACILITIES IMAGE: GROUP R-3 TRANSIENT BOARDING HOUSE |
32 | 310.4.2 OWNER-OCCUPIED LODGING HOUSES IMAGE: BED-AND-BREAKFAST LODGING |
34 | 311.1.1 CLASSIFICATION OF ACCESSORY STORAGE SPACES IMAGE: HOSPITAL STORAGE ROOM |
36 | 311.2 CLASSIFICATION OF SELF SERVICE STORAGE FACILITIES IMAGE: SELF-STORAGE UNITS |
38 | 312.1 CLASSIFICATION OF COMMUNICATION EQUIPMENT STRUCTURES FIGURE: COMMUNICATIONS STRUCTURES |
39 | 312.1.1 CLASSIFICATION OF AGRICULTURAL GREENHOUSES IMAGE: COMMERCIAL GREENHOUSE |
41 | 403.2.1.1 TYPE OF CONSTRUCTION IN HIGH-RISE BUILDINGS IMAGE: R AND D BUSINESS PARK |
43 | 404.6 ENCLOSURE OF ATRIUMS IMAGE: ATRIUM IN AIRPORT TERMINAL |
45 | 406.1 MOTOR VEHICLE-RELATED OCCUPANCIES IMAGE: OPEN PARKING GARAGE |
46 | IMAGE: SERVICE STATION CANOPY |
47 | 406.3 REGULATION OF PRIVATE GARAGES IMAGE: PRIVATE GARAGES SERVING ASSISTED LIVING FACILITY |
48 | 406.6.2 VENTILATION OF ENCLOSED PARKING GARAGES IMAGE: PUBLIC GARAGE VENTILATION SYSTEM |
49 | 407.5 MAXIMUM SMOKE COMPARTMENT SIZE FIGURE: SMOKE COMPARTMENT FLOOR AREA LIMITS |
51 | 407.5.4 REQUIRED EGRESS FROM SMOKE COMPARTMENTS FIGURE: EGRESS FROM SMOKE COMPARTMENTS |
52 | 420.7 CORRIDOR PROTECTION IN ASSISTED LIVING UNITS FIGURE: GROUP I-1 LIVING SPACE OPEN TO CORRIDOR |
54 | 420.8 GROUP I-1 COOKING FACILITIES FIGURE: GROUP I-1 KITCHEN/DINING SPACES |
56 | 420.10 DORMITORY COOKING FACILITIES IMAGE: SHARED KITCHEN IN DORMITORY BUILDING |
58 | 422.6 ELECTRICAL SYSTEMS IN ABULATORY CARE FACILITIES IMAGE: AMBULATORY CARE FACILITY |
60 | 424.1 CHILDREN’S PLAY STRUCTURES IMAGE: CHILDREN’S PLAY STRUCTURE |
62 | 427 MEDICAL GAS SYSTEMS |
63 | FIGURE: MEDICAL GAS STORAGE ROOMS |
65 | 428 HIGHER EDUCATION LABORATORIES IMAGE: UNIVERSITY LABORATORY |
67 | TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR |
69 | 503.1, 706.1 SCOPE OF FIRE WALL USE FIGURE: USE OF FIRE WALL |
71 | 503.1.4 ALLOWABLE HEIGHT AND AREA OF OCCUPIED ROOFS FIGURE: OCCUPIED ROOF EXAMPLE |
73 | 505.2.1.1 MEZZANINE AND EQUIPMENT PLATFORM AREA LIMITATIONS FIGURE: MEZZANINE AND EQUIPMENT PLATFORM EXAMPLE |
75 | TABLE 506.2, NOTE I ALLOWABLE AREA OF TYPE VB GREENHOUSES TABLE 506.2 ALLOWABLE AREA FACTOR FIGURE: GROUP U GREENHOUSE ALLOWABLE AREA EXAMPLE |
77 | 507.4 SPRINKLERS IN UNLIMITED AREA GROUP A-4 BUILDINGS FIGURE: SPRINKLER PROTECTION IN UNLIMITED AREA GROUP A-4 BUILDINGS EXAMPLE |
79 | 508.3.1.2 GROUP I-2, CONDITION 2 NONSEPARATED OCCUPANCIES FIGURE: NONSEPARATED GROUP I-2, CONDITION 2 EXAMPLE |
81 | 508.4.1, TABLE 508.4 SEPARATED OCCUPANCIES VS. FIRE AREA SEPARATIONS FIGURE: SEPARATED OCCUPANCIES/FIRE AREA EXAMPLES |
83 | TABLE 509 INCIDENTIAL USES TABLE 509 INCIDENTAL USES |
84 | IMAGE: STORAGE BATTERY SYSTEM |
85 | 510.2 HORIZONTAL BUILDING SEPARATION FIGURE: HORIZONTAL BUILDING SEPARATION |
87 | TABLE 601, NOTE B FIRE PROTECTION OF STRUCTURAL ROOF MEMBERS TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FIGURE: UNPROTECTED ROOF ALLOWANCE |
89 | TABLE 602, NOTE I GROUP R-3 FIRE SEPARATION DISTANCE TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
90 | FIGURE GROUP R-3 EXTERIOR WALL CONDITION |
91 | 602.3, 602.4.1 FRT WOOD SHEATHING IN EXTERIOR WALL ASSEMBLIES IMAGE: FRT WOOD SHEATHED BUILDING |
93 | PART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9 |
95 | 704.2, 704.4.1 COLUMN PROTECTION IN LIGHT-FRAME CONSTRUCTION FIGURE: BUILT-UP ELEMENT OF MULTIPLE STUDS |
97 | TABLE 705.2 EXTENT OF PROJECTIONS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION FIGURE: FIRE SEPARATION DISTANCE AT PROJECTIONS |
99 | 705.2.3, 705.2.3.1 COMBUSTIBLE BALCONIES, PROJECTIONS, AND BAY WINDOWS IMAGE: COMBUSTIBLE BALCONY CONSTRUCTION |
101 | 705.8.1 MEASUREMENT OF FIRE SEPARATION DISTANCE FOR OPENING PROTECTION FIGURE: EXTERIOR OPENING PROTECTION EXAMPLE |
103 | 706.1.1 PARTY WALLS NOT CONSTRUCTED AS FIRE WALLS FIGURE: USE OF PARTY WALLS |
105 | 706.2 STRUCTURAL CONTINUITY OF DOUBLE FIRE WALLS FIGURE: SHEATHING CONTINUITY AT DOUBLE FIRE WALL |
107 | 708.4 CONTINUITY OF FIRE PARTITIONS FIGURE: ROOM-SIDE MEMBRANE EXTENDS FULL HEIGHT |
108 | FIGURE: SPRINKLER PROTECTION IN ABOVE-CEILING SPACE |
111 | 708.4.2 FIREBLOCKING AND DRAFTSTOPPING AT FIRE PARTITIONS FIGURE: RESIDENTIAL ATTIC PROTECTION |
115 | 713.8.1 MEMBRANE PENETRATIONS OF SHAFT ENCLOSURES FIGURE: SHAFT MEMBRANE PENETRATIONS |
116 | 716.2.6.5 DELAYED-ACTION SELF-CLOSING DOORS FIGURE: TRAVEL THROUGH DELAYED-CLOSING DOOR |
118 | 803.1.1, 803.1.2 INTERIOR WALL AND CEILING FINISH TESTING IMAGE: ASTM E 84 TEST FURNACE |
121 | 803.3 INTERIOR FINISH REQUIREMENTS FOR HEAVY TIMBER CONSTRUCTION IMAGE: EXPOSED HEAVY-TIMBER CONSTRUCTION IN STAIR ENCLOSURE |
122 | 803.11, 803.12 FLAME SPREAD TESTING OF LAMINATES AND VENEERS IMAGE: FACTORY PRODUCED LAMINATE PRODUCT WITH WOOD SUBSTRATE |
124 | 901.6.2 INTEGRATED FIRE PROTECTION SYSTEM TESTING FIGURE: MULTIPLE SYSTEMS TO BE TESTED TO WORK INDEPENDENTLY AND SIMULTANEOUSLY |
126 | 902 FIRE PUMP AND FIRE SPRINKLER RISER ROOMS IMAGE: FIRE SPRINKLER RISER ROOM |
127 | 903.2.1 SPRINKLERS REQUIRED IN GROUP A OCCUPANCIES FIGURE: EXTENT OF GROUP A SPRINKLER PROTECTION |
130 | 903.2.3 SPRINKLERS IN GROUP E OCCUPANCIES IMAGE: GROUP E OCCUPANCY |
132 | 903.3.1.1.2 OMISSION OF SPRINKLERS IN GROUP R-4 BATHROOMS IMAGE: SMALL BATHROOM IN GROUP R-4 OCCUPANCY |
133 | 903.3.1.2.1 SPRINKLER PROTECTION AT BALCONIES AND DECKS FIGURE: SPRINKLER PROTECTION AT EXTERIOR BALCONY |
135 | 903.3.1.2.3 PROTECTION OF ATTICS IN GROUP R OCCUPANCIES IMAGE: CONSTRUCTION OF MID-RISE RESIDENTIAL BUILDING |
138 | 904.12 COMMERCIAL COOKING OPERATIONS IMAGE: AUTOMATIC WATER MIST SYSTEM PROTECTING COMMERCIAL COOKING OPERATION |
140 | 904.13 DOMESTIC COOKING PROTECTION IN INSTITUTIONAL AND RESIDENTIAL OCCUPANCIES IMAGE: DOMESTIC COOKING EQUIPMENT PROTECTED WITH UL 300A FIRE-EXTINGUISHING SYSTEM |
142 | 904.14 AEROSOL FIRE EXTINGUISHING SYSTEMS IMAGE: ELECTRICALLY-OPERATED AEROSOL FIRE EXTINGUISHING DEVICE |
143 | 905.3.1 CLASS III STANDPIPES FIGURE: STANDPIPE SYSTEM REQUIRED BASED ON NUMBER OF STORIES |
146 | 905.4 CLASS I STANDPIPE CONNECTION LOCATIONS FIGURE: STANDPIPE CONNECTIONS IN BREEZEWAYS |
148 | 907.2.1 FIRE ALARMS IN GROUP A OCCUPANCIES FIGURE: GROUP A FIRE ALARM SYSTEM |
150 | 907.2.10 GROUP R-4 FIRE ALARM SYSTEMS FIGURE: FIRE ALARM SYSTEM NOT REQUIRED IN GROUP R-4 |
152 | PART 4 MEANS OF EGRESS CHAPTER 10 |
154 | TABLE 1004.5, 1004.8 OCCUPANT LOAD CALCULATION IN BUSINESS USE AREAS TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES |
155 | FIGURE: GENERAL BUSINESS USE OCCUPANT LOAD DETERMINATION FIGURE: CONCENTRATED BUSINESS USE OCCUPANT LOAD DETERMINATION |
156 | 1006.2.1, 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 |
157 | FIGURE: LOBBY EGRESS DETERMINATION |
159 | 1006.3, 1006.3.1 EGRESS THROUGH ADJACENT STORIES FIGURE: EGRESS TRAVEL IN MULTI-STORY BUILDING |
161 | 1008.2.3 ILLUMINATION OF THE EXIT DISCHARGE FIGURE: EXTERIOR EGRESS ILLUMINATION |
163 | 1008.3.5, 1008.2.2 EMERGENCY ILLUMINATION IN GROUP I-2 IMAGE: EMERGENCY LIGHTING UNIT |
165 | 1009.7.2 PROTECTION OF EXTERIOR AREAS OF ASSISTED RESCUE FIGURE: EXTERIOR AREA OF ASSISTED RESCUE IN NONSPRINKLERED APPLICATION |
167 | 1010.1.1 SIZE OF DOORS FIGURE: EGRESS DOOR OPENING WIDTH |
170 | 1010.1.4.4 LOCKING ARRANGEMENTS IN EDUCATIONAL OCCUPANCIES IMAGE: SECURITY HARDWARE |
172 | 1010.1.9.8 USE OF DELAYED EGRESS LOCKING SYSTEMS IN GROUP E CLASSROOMS FIGURE: COURTROOM EGRESS EXAMPLE |
175 | 1010.1.9.12 LOCKS ON STAIRWAY DOORS FIGURE: LOCKING OF STAIRWAY DOORS |
177 | 1010.3.2 SECURITY ACCESS TURNSTILES IMAGE: SECURITY ACCESS DEVICES |
180 | 1013.2 FLOOR LEVEL EXIT SIGN LOCATION IMAGE: LOW-LEVEL EXIT SIGN |
181 | 1015.6, 1015.7 FALL ARREST FOR ROOFTOP EQUIPMENT IMAGE: FALL ARREST/RESTRAINT ANCHORAGE |
183 | 1017.3, 202 MEASUREMENT OF EGRESS TRAVEL FIGURE: EGRESS TRAVEL MEASUREMENT |
185 | 1023.3.1 STAIRWAY EXTENSIONS FIGURE: EXTENSION OF INTERIOR EXIT STAIRWAY |
187 | 1023.5, 1024.6 EXIT STAIRWAY AND EXIT PASSAGEWAY PENETRATIONS IMAGE: STAIR ENCLOSURE PENETRATIONS |
189 | 1025.1 LUMINOUS EGRESS PATH MARKING IN GROUP I OCCUPANCIES IMAGE: LUMINOUS EGRESS PATH MARKINGS |
190 | 1026.4, 1026.4.1 REFUGE AREAS FOR HORIZONTAL EXITS FIGURE: CALCULATION OF REFUGE AREA OCCUPANT LOAD |
192 | 1029.6, 1029.6.3, 202 OPEN-AIR ASSEMBLY SEATING IMAGE: OUTDOOR STADIUM SEATING |
194 | 1030.1 REQUIRED EMERGENCY ESCAPE AND RESCUE OPENINGS FIGURE: SPRINKLERED GROUP R-3 BASEMENT |
196 | PART 5 ACCESSIBILITY CHAPTER 11 |
197 | 1103.2.14 ACCESS TO WALK-IN COOLERS AND FREEZERS IMAGE: WALK-IN COOLER |
199 | 1109.2.1.2 FIXTURES IN FAMILY OR ASSISTED-USE TOILET ROOMS IMAGE: SIGNAGE AT FAMILY TOILET ROOM |
201 | 1109.15 ACCESS TO GAMING MACHINES AND GAMING TABLES IMAGE: CASINO GAMING MACHINES |
202 | IMAGE: CASINO GAMING TABLES |
204 | 1110.4.13 ACCESS TOP PLAY AREAS FOR CHILDREN IMAGE: CHILDREN’S PLAYGROUND |
205 | PART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS, AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26 |
207 | 1206.2, 1206.3 ENGINEERING ANALYSIS OF SOUND TRANSMISSION FIGURE: STC-RATED WALL ASSEMBLY |
208 | FIGURE: IIC-RATED FLOOR-CEILING ASSEMBLY |
209 | TABLE 1404.2 WEATHER COVERING MINIMUM THICKNESS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS IMAGE: DECORATIVE ADHERED MASONRY VENEER |
211 | 1404.18 POLYPROPYLENE SIDING IMAGE: POLYPROPYLENE SIDING ON A RESIDENTIAL BUILDING |
212 | 1504.3.3 METAL ROOF SHINGLES IMAGE: METAL ROOF SHINGLES |
213 | 1507.1 UNDERLAYMENT FIGURE: UNDERLAYMENT FOR ROOF PITCH OF 4:12 OR GREATER |
215 | TABLE 1507.1.1(1) UNDERLAYMENT TYPES TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION |
217 | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT |
219 | 1507.18 BUILDING-INTEGRATED PHOTOVOLTAIC PANELS IMAGE: BIPV PANELS |
222 | 1603.1 CONSTRUCTION DOCUMENTS IMAGE: FLOOD WATERS IN A CANAL |
223 | IMAGE: SNOW ON SLOPED ROOF |
225 | 1604.3.7 DEFLECTION OF GLASS FRAMING IMAGE: GLAZING IN METAL FRAME |
226 | 1604.5.1 MULTIPLE OCCUPANCIES IMAGE: BUILDING WITH MULTIPLE OCCUPANCIES ON SEPARATE FLOORS |
228 | 1604.10 STORM SHELTERS IMAGE: TRADITIONAL PROTECTION FROM TORNADOES |
230 | TABLE 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 |
231 | TABLE 1607.1 LIVE LOAD REDUCTION TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD, L0, AND MINIMUM CONCENTRATED LIVE LOADS |
232 | IMAGE: THEATER STAGE |
233 | IMAGE: LIBRARY BOOKSHELVES |
234 | 1607.15.2 MINIMUM LIVE LOAD FOR FIRE WALLS IMAGE: FIRES MAY REMOVE PORTIONS OF EXTERIOR WALLS |
235 | 1609 WIND LOADS FIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
236 | FIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
237 | FIGURE: BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
240 | 1613 EARTHQUAKE LOADS TABLE 1613.2.3.(1) VALUES OF SITE COEFFICIENT Fa a |
241 | TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT Fv a |
243 | 1613.2.1 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) |
244 | 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) CONTINUED |
245 | FIGURE: 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) |
246 | FIGURE: 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 |
249 | 1615, 1604.5 TSUNAMI LOADS IMAGE: TSUNAMI WARNING SIGN |
250 | IMAGE: TSUNAMI ROUTE SIGN IMAGE: HIGH-RISES IN LOCATIONS AT LOW ELEVATION BECOME POTENTIAL VERTICAL EVACUATION REFUGE |
251 | 1704.6 STRUCTURAL OBSERVATIONS IMAGE: STRUCTURAL OBSERVATION |
253 | 1705.5.2 METAL-PLATE-CONNECTED WOOD TRUSSES IMAGE: TALL WOOD TRUSSES |
254 | 1705.12.1, 1705.13.1 SEISMIC FORCE-RESISTING SYSTEMS IMAGE: STEEL CONCENTRIC BRACED FRAME |
256 | 1705.12.6 FIRE SPRINKLER CLEARANCE IMAGE: FIRE SPRINKLER SYSTEM ATTACHMENT |
258 | 1804.4 SITE GRADING IMAGE: FRONT ENTRY SLOPE |
260 | 1807.2 RETAINING WALLS IMAGE: RETAINING WALLS |
261 | 1810.3.8.3 PRECAST PRESTRESSED PILES EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 |
263 | IMAGE: PRECAST PRESTRESSED CONCRETE PILES |
264 | 1901.2 SEISMIC LOADS FOR PRECAST CONCRETE DIAPHRAGMS FIGURE: PRECAST CONCRETE SLAB |
266 | 2207.1 SJI STANDARD |
267 | IMAGE: SJI 100-15 STANDARD |
268 | 2209.2 CANTILEVERED STEEL STORAGE RACKS IMAGE: CANTILEVERED STORAGE RACK |
269 | 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION IMAGE: COLD-FORMED STEEL FRAMING |
272 | FIGURE: AISI S240 FIGURE: AISI S400 |
273 | 2303.2.2 FIRE-RETARDANT-TREATED WOOD IMAGE: TREATED LUMBER |
275 | 2303.6 NAILS AND STAPLES |
276 | IMAGE: 16 GAGE STAPLES |
277 | TABLE 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 |
278 | IMAGE: MECHANICALLY LAMINATED DECK |
279 | TABLE 2304.10.1 RING SHANK NAILS TABLE 2304.10.1 FASTENING SCHEDULE, ROOF REQUIREMENTS |
280 | IMAGE: DEFORMED NAILS |
281 | 2304.10.5 FASTENERS IN TREATED WOOD IMAGE: STAINLESS STEEL STAPLES |
282 | 2304.11 HEAVY TIMBER CONSTRUCTION IMAGE: HEAVY TIMBER CONSTRUCTION |
285 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
286 | TABLE 23-1 NEW LOCATIONS FOR HEAVY TIMBER REQUIREMENTS |
287 | 2304.12.2.5, 2304.12.2.6 SUPPORTING MEMBERS FOR PERMEABLE FLOORS AND ROOFS FIGURE: PERMEABLE FLOOR |
289 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANS—EXTERIOR WALLS TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS |
290 | IMAGE: DROPPED HEADER IN EXTERIOR WALL IMAGE: RAISED HEADER IN EXTERIOR WALL |
291 | 2308.4.1.1(2) HEADER AND GIRDER SPANS—IINTERIOR WALLS TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS |
292 | IMAGE: DROPPED HEADER IN INTERIOR WALL IMAGE: RAISED GIRDER IN INTERIOR WALL |
293 | 2308.5.5.1 OPENINGS IN EXTERIOR BEARING WALLS IMAGE: SINGLE MEMBER HEADER IN AN EXTERIOR WALL |
294 | FIGURE: COMPONENTS OF A SINGLE MEMBER HEADER FIGURE: COMPONENTS OF AN ALTERNATIVE SINGLE MEMBER HEADER |
295 | 2407.1 STRUCTURAL GLASS BALUSTER PANELS IMAGE: STRUCTURAL GLASS BALUSTER PANELS |
296 | 2510.6 WATER-RESISTIVE BARRIER FIGURE: WATER-RESISTIVE BARRIER |
298 | 2603.13 CLADDING ATTACHMENT OVER FOAM SHEATHING TO WOOD FRAMING FIGURE: CLADDING ATTACHMENT OVER FURRING |
299 | TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
300 | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
302 | PART 7 BUILDING SERVICES, SPECIAL DEVICES, AND SPECIAL CONDITIONS CHAPTERS 27 THROUGH 33 |
303 | 3001.2 EMERGENCY ELEVATOR COMMUNICATION SYSTEMS IMAGE: ELEVATOR CONTROL PANEL |
305 | 3006.2.1 CORRIDORS ADJACENT TO ELEVATOR HOISTWAY OPENINGS FIGURE: CORRIDOR OPENING AT ELEVATOR HOISTWAY |
307 | 3007.1 EXTENT OF FIRE SERVICE ACCESS ELEVATOR TRAVEL FIGURE: FIRE SERVICE ACCESS ELEVATOR |
309 | 3008.1.1 REQUIRED NUMBER OF OCCUPANT EVACUATION ELEVATORS FIGURE: OCCUPANT EVACUATION ELEVATORS |
311 | 3113 RELOCATABLE BUILDINGS FIGURE: RELOCATABLE BUILDING |
314 | 3310.1 STAIRWAYS IN BUILDINGS UNDER CONSTRUCTION IMAGE: TEMPORARY STAIRWAY DURING CONSTRUCTION |
316 | 3314 FIRE WATCH DURING CONSTRUCTION IMAGE: BUILDING UNDER CONSTRUCTION |
318 | PART 8 APPENDICES APPENDICES A THROUGH N |
319 | G103.6 WATERCOURSE ALTERATION IMAGE: FLOOD CONTROL ALONG A RIVER IMAGE: FLOOD CONTROL IN MOUNTAINOUS REGIONS |
320 | APPENDIX N GUIDELINES FOR REPLICABLE BUILDINGS IMAGE: REPLICABLE SALES BUILDING |
326 | PART 9 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) CHAPTERS 1 THROUGH 16 AND APPENDICES A THROUGH C |
328 | IEBC 303.1 LIVE LOADS |
329 | IMAGE: LIVE LOADS |
330 | IEBC 303.3.2, IEBC APPENDIX A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS |
331 | IMAGE: SEISMIC EVALUATION AND RETROFIT STANDARD |
332 | IEBC 305; CHAPTERS 4, 5, 6, 13, 14 REORGANIZATION TABLE IEBC 3-1 |
334 | IEBC 405.2.1.1 SNOW DAMAGE IMAGE: DAMAGE TO ROOF DUE TO LARGE SNOW LOADS |
335 | IEBC 502.4 LOADING OF EXISTING STRUCTURAL ELEMENTS IMAGE: ADDITION OF A HOSPITAL ENTRANCE |
337 | IEBC 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 |
339 | IEBC 502.8, 1106, 1301.2.3.1 STORM SHELTERS IN GROUP E ADDITIONS IMAGE: GROUP E, EDUCATIONAL FACILITY DESTRUCTION DUE TO TORNADO |
341 | IEBC 503.7 ANCHORAGE FOR CONCRETE AND REINFORCED MASONRY WALLS IMAGE: POSITIVE ANCHORAGE OF ROOF TO WALL |
342 | IEBC 503.10 ANCHORAGE OF UNREINFORCED MASONRY PARTITIONS IMAGE: RETROFITED BRICK WALL |
343 | IEBC 505.4, 701.4 EMERGENCY ESCAPE OPENING OPERATION IMAGE: EMERGENCY ESCAPE AND RESCUE OPENING OPERATION IN EXISTING BUILDINGS |
345 | IEBC 506.4 STRUCTURAL LOADS IMAGE: BRICK WAREHOUSE RENOVATED AND USED FOR BUSINESS OCCUPANCY |
348 | IEBC 507.4 STRUCTURAL LOADS IN HISTORIC BUILDINGS IMAGE: HISTORIC BUILDING: WSU LIBRARY AND CLOCK TOWER, PULLMAN, WASHINGTON |
349 | IMAGE: HISTORIC BUILDING: SACRED HEART CHURCH, DAYTON, OHIO IMAGE: RENOVATED HISTORIC BUILDING: WAREHOUSE TO CONDOS, PORTLAND, OREGON |
350 | IEBC 805.3.1.1 SINGLE-EXIT BUILDINGS IMAGE: 3400 S.F. OFFICE BUILDING, TRAVEL DISTANCE 70 FEET, SINGLE EXIT |
351 | TABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES |
352 | TABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES |
353 | IEBC 904.1.4 AUTOMATIC SPRINKLER SYSTEM AT FLOOR OF ALTERATION IMAGE: SPRINKLER RISER ROOM |
354 | IEBC 906.7 ANCHORAGE OF UNREINFORCED MASONRY PARTITIONS IMAGE: RETROFITTED BRICK WALL |
355 | IEBC 1006 SEISMIC LOADS AND ACCESS TO RISK CATEGORY IV STRUCTURES IMAGE: FIRE STATION |
357 | IEBC 1103 CHANGES TO LOADS WITH AN ADDITION IMAGE: ADDITION OF A HOSPITAL ENTRANCE |
360 | INDEX |
366 | DRIVING GROWTH AND AFFORDABILITY THROUGH INNOVATION AND SAFETY |
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368 | TAKE YOUR CAREER FUTHER, FASTER WITH ICC MEMBERSHIP |
369 | HAVE YOU SEEN ICC’S DIGITAL LIBRARY LATELY? |
370 | FROM BOOKS TO DIGITAL MEDIA, CONSTRUCTION EDGTE IS YOUR ONE STOP SHOP FOR BUILDING TRADES REFERENCE AND CODE PRODUCTS |
371 | TEST YOUR CODE KNOWLEDGE WITH THE DELMAR ONLINE TRAINING SIMULATION: RESIDENTIAL CONSTRUCTION CODES |