{"id":369499,"date":"2024-10-20T02:15:11","date_gmt":"2024-10-20T02:15:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-significantchangestotheibc-2021\/"},"modified":"2024-10-26T03:51:29","modified_gmt":"2024-10-26T03:51:29","slug":"icc-significantchangestotheibc-2021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-significantchangestotheibc-2021\/","title":{"rendered":"ICC SignificantChangestotheIBC 2021"},"content":{"rendered":"

Gain full access to over 155 of the most significant changes to 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 2021 Edition provides a comprehensive analysis of significant changes since the 2018 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 2018 IBC\u00ae<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2021 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE\u00ae 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
16<\/td>\nPART 1 ADMINISTRATION CHAPTERS 1 AND 2 <\/td>\n<\/tr>\n
17<\/td>\nCHAPTER 1 FORMAT OF ADMINISTRATIVE PROVISIONS
IMAGE: FRONT COUNTER AT BUILDING DEPARTMENT <\/td>\n<\/tr>\n
20<\/td>\n110.3.5 TYPE IV CONNECTION PROTECTION
IMAGE: WOOD COVER PROTECTION OF STRUCTURAL MEMBER CONNECTIONS TO ACHIEVE A FIRE-RESISTING RATING <\/td>\n<\/tr>\n
22<\/td>\n110.3.7 INSPECTION OF WEATHER-EXPOSED BALCONIES
IMAGE: BALCONIES DEPICETED ARE CONSIDERED “WEATHER-EXPOSED” <\/td>\n<\/tr>\n
24<\/td>\n202 DEFINITION OF ATRIUM
IMAGE: ATRIUM <\/td>\n<\/tr>\n
26<\/td>\n202 DEFINITION OF CHANGE OF OCCUPANCY
IMAGE: MULTIPLE-TENANT BUILDING <\/td>\n<\/tr>\n
28<\/td>\n202 DEFINITION OF IMPACT PROTECTIVE SYSTEM
IMAGE: IMPACT PROTECTIVE SYSTEM <\/td>\n<\/tr>\n
30<\/td>\n202 DEFINITION OF MASS TIMBER
IMAGE: MASS TIMBER CONSTRUCTION WITH GLULAM AND CLT <\/td>\n<\/tr>\n
32<\/td>\n202 DEFINITION OF NAILABLE SUBSTRATE
IMAGE: FURRING FORMS A NAILABLE SUBSTRATE OVER INSULATION AND BENEATH VINYL SIDING <\/td>\n<\/tr>\n
33<\/td>\n202 DEFINITION OF PENTHOUSE
IMAGE: PENTHOUSES <\/td>\n<\/tr>\n
35<\/td>\n202 DEFINITION OF PUZZLE ROOM
IMAGE: PUZZLE ROOM <\/td>\n<\/tr>\n
37<\/td>\n202 DEFINITION OF STRUCTURAL MEMBERS
IMAGE: COLUMNS AND GIRDER TRUSSES FORM THE PRIMARY STRUCTURAL FRAME IN A ROOF; TRUSSES ARE CONSIDERED SECONDARY STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
39<\/td>\nPART 2 BUILDING PLANNING CHPATERS 3 THROUGH 6 <\/td>\n<\/tr>\n
41<\/td>\n306.2 GROUP F-1 OCCUPANCY CLASSIFICATION
IMAGE: GROUP F-1 WATER TREATMENT FACILITY <\/td>\n<\/tr>\n
43<\/td>\n307.1.1 USES NOT CLASSIFIED AS GROUP H
IMAGE: WHISKEY DISTILLERY <\/td>\n<\/tr>\n
45<\/td>\n311.2, 311.3 ALCOHOLIC BEVERAGE STORAGE
IMAGE: BOURBON WHISKEY WAREHOUSE <\/td>\n<\/tr>\n
47<\/td>\n403.3.2 WATER SUPPLY TO REQUIRED FIRE PUMPS
IMAGE: MASS TIMBER CONSTRUCTION TALL THAN 120 FEET <\/td>\n<\/tr>\n
49<\/td>\n404.1 SCOPE OF ATRIUM PROVISIONS
IMAGE: ATRIUM <\/td>\n<\/tr>\n
51<\/td>\n404.5 SMOKE CONTROL IN ATRIUMS
FIGURE: ATRIUM CONDITION <\/td>\n<\/tr>\n
53<\/td>\n404.6 HORIZONTAL ASSEMBLIES IN ATRIUMS
EXAMPLE: ATRIUM IN HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
55<\/td>\n406.2.4 FLOOR SURFACES IN PARKING GARAGES
IMAGE: ENCLOSED PARKING GARAGE <\/td>\n<\/tr>\n
57<\/td>\n407.3.1.1 GROUP I-2 CORRIDOR DOORS
FIGURE: CORRIDOR DOORS IN GROUP I-2 <\/td>\n<\/tr>\n
59<\/td>\n407.4.4.1, 407.4.4.3 GROUP I-2 CARE SUITES
IMAGE: HOSPITAL CARE SUITE <\/td>\n<\/tr>\n
61<\/td>\n407.6.1 AUTOMATIC-CLOSING DOORS IN GROUP I-2
IMAGE: CROSS-CORRIDOR DOORS IN HOSPITAL <\/td>\n<\/tr>\n
63<\/td>\n411.5 PUZZLE ROOMS
IMAGE: ESCAPE ROOM <\/td>\n<\/tr>\n
65<\/td>\n414.2.3 FIRE WALL USE FOR CONTROL AREAS
EXAMPLE: ONE-STORY MANUFACTURING FACILITY USING “CONTROL AREA” CONCEPT TO ADDRESS HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
67<\/td>\n422.7 COOKING IN AMBULATORY CARE FACILITIES
FIGURE: COOK AREA IN AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
69<\/td>\n424 PLAY STRUCTURES
IMAGE: ROCK CLIMBING WALL <\/td>\n<\/tr>\n
71<\/td>\n503.1.4 OCCUPIED ROOF ALLOWANCES
IMAGE: HOTEL ROOFTOP CAFE <\/td>\n<\/tr>\n
73<\/td>\nTABLE 504.3 ALLOWABLE HEIGHT IN FEET
TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
75<\/td>\nTABLE 504.4 ALLOWABLE HEIGHT IN STORIES
TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
78<\/td>\nTABLE 506.2 ALLOWABLE BUILDING AREA
TABLE 506.2 ALLOWABLE AREA FACTOR <\/td>\n<\/tr>\n
82<\/td>\n506.3.2 ALLOWABLE AREA FRONTAGE INCREASE <\/td>\n<\/tr>\n
83<\/td>\nTABLE 506.3.3 FRONTAGE INCREASE FACTOR
EXAMPLE: FRONTAGE INCREASE FACTOR
TABLE 506.3.3.1 SECTION 507 BUILDINGS <\/td>\n<\/tr>\n
86<\/td>\n508.4.4 SEPARATED OCCUPANCIES
TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES <\/td>\n<\/tr>\n
87<\/td>\n508.4.4.1, 509.4.1.1 FIRE SEPARATIONS OF MASS TIMBER
EXAMPLE: TYPE IV-C CONSTRUCTION WITH MIXED OCCUPANCY CONSISTING OF BUSINESS AND RESIDENTIAL USES <\/td>\n<\/tr>\n
89<\/td>\n508.5 LIVE\/WORK UNITS
IMAGE: LIVE\/WORK UNIT <\/td>\n<\/tr>\n
91<\/td>\nTABLE 509.1 STORAGE BATTERY SYSTEMS AS INCIDENTAL USES
TABLE 509.1 INCIDENTAL USES <\/td>\n<\/tr>\n
92<\/td>\nIMAGE: STORAGE BATTERY SYSTEM <\/td>\n<\/tr>\n
93<\/td>\n510.2 STAIRWAY CONSTRUCTION IN PODIUM BUILDINGS
FIGURE: STAIRWAY IN IA BUILDING ENCLOSED BY MINIMUM 3-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION WITH PROTECTED OPENINGS <\/td>\n<\/tr>\n
95<\/td>\nTABLE 601 TYPE IV FIRE-RESISTANCE
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
97<\/td>\n602.4 MASS TIMBER TYPE IV BUILDINGS
IMAGE: MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
100<\/td>\n602.4.1-602.4.3 TYPE IV-A, IV-B AND IV-C BUILDINGS
IMAGES: MASS TIMBER CONSTRUCTION FIRE TEST <\/td>\n<\/tr>\n
102<\/td>\nEQUATION 6-1 <\/td>\n<\/tr>\n
106<\/td>\n602.4.4 TYPE IV-HT BUILDINGS
IMAGE: TRADITIONAL HEAVY TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
109<\/td>\n603.1 COMBUSTIBLE MATERIALS IN TYPES I AND II
FIGURE: WOOD NAILERS <\/td>\n<\/tr>\n
111<\/td>\nPART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9 <\/td>\n<\/tr>\n
113<\/td>\n703.6, 703.7 NONCOMBUSTIBLE PROTECTION FOR MASS TIMBER
IMAGE: SEALING OF MASS TIMBER
IMAGE: MASS TIMBER AND NONCOMBUSTIBLE PROTECTION <\/td>\n<\/tr>\n
116<\/td>\n704.6.1 SECONDARY ATTACHMENTS AND FIREPROOFING
IMAGE: HOLLOW ATTACHMENT WITH OPEN ENDS
FIGURE: PROTECTION OF SECONDARY ATTACHMENTS <\/td>\n<\/tr>\n
118<\/td>\nTABLE 705.5 EXTERIOR WALL RATINGS
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
FIGURE: RATING OF EXTERIOR WALL <\/td>\n<\/tr>\n
120<\/td>\n707.4, 716 SEPARATIONS OF ENERGY STORAGE SYSTEMS
FIGURE: ENERGY STORAGE SYSTEM SEPARATION <\/td>\n<\/tr>\n
122<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
124<\/td>\n707.5 ENCLOSURE OF EXIT PASSAGEWAYS
FIGURE: CONTINUITY AT THE TOP OF AN EXIT PASSAGEWAY <\/td>\n<\/tr>\n
126<\/td>\n708.1, 708.4.1 SUPPORTING CONSTRUCTION FOR FIRE PARTITIONS
FIGURE: EXEMPTION FOR RATING SUPPORTING CONSTRUCTION <\/td>\n<\/tr>\n
128<\/td>\n709.4.1 SMOKE BARRIER CONTINUITY
FIGURE: SMOKE BARRIER CONTINUITY <\/td>\n<\/tr>\n
130<\/td>\n710.5.2.1, 710.5.3 SMOKE PARTITION OPENINGS
IMAGE: PASS-THROUGH OPENING <\/td>\n<\/tr>\n
132<\/td>\n713.12 TOP OF SHAFT ENCLOSURE
FIGURE: ENCLOSURE OPTIONS AT THE TOP OF A SHAFT <\/td>\n<\/tr>\n
134<\/td>\n715 PROTECTION OF JOINTS AND VOIDS
FIGURE: SEALING JOINTS AND VOIDS <\/td>\n<\/tr>\n
137<\/td>\n716.2.2.1.1 PROHIBITED USE OF TERMINATED STOPS
IMAGE: DOOR FRAME WITH TERMINATED STOP <\/td>\n<\/tr>\n
139<\/td>\n716.4 FIRE-PROTECTIVE CURTAIN ASSEMBLIES
IMAGE: VERTICALLY DEPLOYING FIRE-PROTECTIVE CURTAIN <\/td>\n<\/tr>\n
141<\/td>\nTABLE 716.1 (2) DOORS IN DOUBLE FIRE WALLS
TABLE 716.1 (2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
142<\/td>\nFIGURE: DOORS IN DOUBLE FIRE WALLS USING NFPA 221
IMAGE: FIRE PARTITION WITH TWO 20-MINUTE DOORS <\/td>\n<\/tr>\n
144<\/td>\n717.2.3, 717.6.2.1 CEILING RADIATION DAMPERS
FIGURE: EXCEPTIONS PERMITTING STATIC CEILING RADIATION DAMPER <\/td>\n<\/tr>\n
147<\/td>\n717.4 ACCESS TO DAMPERS
IMAGE: DAMPER ACCESS OPENING <\/td>\n<\/tr>\n
149<\/td>\n717.5.2 FLEX CONNECTORS
IMAGE: FLEX CONNECTOR TO CEILING DIFFUSER <\/td>\n<\/tr>\n
151<\/td>\n722.7 FIRE-RESISTANCE RATING OF MASS TIMBER
FIGURE: EXAMPLE-CALCULATING FIRE-RESISTANCE <\/td>\n<\/tr>\n
153<\/td>\nTABLE 722.7(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL <\/td>\n<\/tr>\n
155<\/td>\n806.9 COMBUSTIBLE LOCKERS AS INTERIOR FINISH
IMAGE: COMBUSTIBLE LOCKERS <\/td>\n<\/tr>\n
157<\/td>\n903.2.4, 903.2.7, 903.29 UPHOLSTERED FURNITURE AND MATTRESSES
FIGURE: SEPARATION PER TABLE 707.3.10 FIRE AREA SPRINKLER REQUIREMENT <\/td>\n<\/tr>\n
160<\/td>\n903.2.4.2, 903.2.9.3 DISTILLED SPIRITS
IMAGE: F-1 DISTILLED SPIRITS MANUFACTURING <\/td>\n<\/tr>\n
161<\/td>\n903.2.10 SPRINKLERS IN PARKING GARAGES
IMAGE: SPRINKLERED OPEN PARKING GARAGE <\/td>\n<\/tr>\n
163<\/td>\n903.2.10.2 MECHANICAL-ACCESS PARKING GARAGES
IMAGE: ENCLOSED MECHANICAL-ACCESS PARKING GARAGE <\/td>\n<\/tr>\n
165<\/td>\n903.3.1.2 NFPA 13R SPRINKLER PROTECTION
FIGURE: LIMITS FOR USING A 13R SPRINKLER SYSTEM <\/td>\n<\/tr>\n
167<\/td>\n903.3.1.2.2 CORRIDOR AND BALCONY SPRINKLERS
IMAGE: EGRESS BALCONIES <\/td>\n<\/tr>\n
169<\/td>\n905.3.1 STANDPIPES IN PARKING GARAGES
IMAGE: CLASS I STANDPIPE IN PARKING GARAGE <\/td>\n<\/tr>\n
171<\/td>\n907.2.10 MANUAL ALARMS IN GROUP S BUILDINGS
IMAGE: STORAGE BUILDING REQUIRING A FIRE ALARM <\/td>\n<\/tr>\n
173<\/td>\n907.5.2.1.3 FIRE ALARM OCCUPANT NOTIFICATION
IMAGE: SLEEPING ROOM IN R-1 HOTEL <\/td>\n<\/tr>\n
176<\/td>\n909.20 SMOKEPROOF ENCLOSURES
FIGURE: SMOKEPROOF ENLCLOSURE-ALTERNATIVE OPTION <\/td>\n<\/tr>\n
179<\/td>\n911 FIRE COMMAND CENTERS IN GROUPS F-1 AND S-1
FIGURE: REQUIRED FIRE COMMAND CENTER IN F-1 AND S-1 <\/td>\n<\/tr>\n
181<\/td>\nPART 4 MEANS OF EGRESS CHAPTER 10 <\/td>\n<\/tr>\n
183<\/td>\n1006.2.1 EGRESS FROM MECHANICAL ROOMS AND PENTHOUSES
FIGURE: EGRESS FROM PENTHOUSE <\/td>\n<\/tr>\n
184<\/td>\nFIGURE: ROOF TOP PLAN <\/td>\n<\/tr>\n
185<\/td>\n1006.3 EGRESS FROM OCCUPIED ROOFS
FIGURE: EGRESS FROM OCCUPIED ROOFS <\/td>\n<\/tr>\n
187<\/td>\n1006.3.4 SINGLE EXIT STORIES
FIGURE: EXAMPLE: 2018 “COMMON PATH” VS 2021 “EXIT ACCESS” <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1006.3.4(1) STORIES WIRTH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1006.3.4 (2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
190<\/td>\n1008.2.1 STAIRWAY ILLUMINATION
IMAGE: INCREASED ILLUMINATION REQUIRED ON STAIRWAY <\/td>\n<\/tr>\n
192<\/td>\n1009.2.1 ACCESSIBLE ELEVATORS TO OCCUPIED ROOFS
FIGURE: ACCESSIBLE MEANS OF EGRESS FROM OCCUPIED ROOF <\/td>\n<\/tr>\n
194<\/td>\n1009.6.2 AREAS OF REFUGE
FIGURE: INTERIOR AREA OF REFUGE ON LEVEL OF EXIT DISCHARGE <\/td>\n<\/tr>\n
196<\/td>\n1009.6.3, 3008.6.4 AREA OF REFUGE FLOOR SPACE
FIGURE: INCREASED SIZE OF CLEAR FLOOR SPACE <\/td>\n<\/tr>\n
198<\/td>\n1010.1.1 DOOR WIDTHS
FIGURE: DOOR WIDTH <\/td>\n<\/tr>\n
201<\/td>\n1010.1.1.1 PROJECTIONS INTO DOOR OPENINGS
IMAGE: DOOR CLOSER AND ELECTROMAGNETIC LOCK PROJECTING INTO DOOR HEIGHT <\/td>\n<\/tr>\n
202<\/td>\n1010.1.3 DOOR OPENING FORCES
IMAGE: OPERATIONAL FORCE FOR DOOR HARDWARE <\/td>\n<\/tr>\n
204<\/td>\n1010.2.4 LOCKS AND LATCHES
IMAGE: COURTYARD EGRESSING THROUGH BUILDING <\/td>\n<\/tr>\n
207<\/td>\n1010.2.8 LOCKING ARRANGEMENTS I GROUP I-4
FIGURE: DOOR SECURITY HARDWARE <\/td>\n<\/tr>\n
209<\/td>\n1011.6 STAIRWAY LANDINGS
FIGURE: LANDING AT 90-DEGREE TURN
FIGURE: LANDING DEPTH AT CURVED STAIRWAY <\/td>\n<\/tr>\n
211<\/td>\n1016.2 EGRESS THROUGH INTERVENING SPACES
FIGURE: EGRESS THROUGH ELEVATOR LOBBY <\/td>\n<\/tr>\n
212<\/td>\n1019.3 EXIT ACCESS STAIRWAYS
FIGURE: EXIT ACCESS STAIR CONNECTING STORIES <\/td>\n<\/tr>\n
214<\/td>\n1020.5 DEAD-END CORRIDORS
IMAGE: CORRIDOR SERVING PATIENT TREATMENT SPACE <\/td>\n<\/tr>\n
216<\/td>\n1030.16 HANDRAILS AT SOCIAL STAIRS
IMAGE: SOCIAL STAIRWAY
FIGURE: HANDRAIL REQUIREMENTS FOR SOCIAL STAIRWAY <\/td>\n<\/tr>\n
218<\/td>\n1031 EMERGENCY ESCAPE AND RESCUE OPENINGS
FIGURE: AREA WELL REQUIREMENT FOR EERO <\/td>\n<\/tr>\n
223<\/td>\nPART 5 ACCESSIBILITY CHAPTER 11 <\/td>\n<\/tr>\n
224<\/td>\n1102 ACCESSIBLE DESIGN COMPLIANCE
IMAGE: ICC A117.1 2017 EDITION <\/td>\n<\/tr>\n
226<\/td>\n1104.4 ACCESSIBLE MULTISTORY BUILDINGS
FIGURE: MULTISTORY BUILDING WITH DWELLING UNITS <\/td>\n<\/tr>\n
228<\/td>\n1105.1.1 AUTOMATIC DOORS AT PUBLIC ENTRANCES
IMAGE: AUTOMATIC DOOR AT ENTRANCE <\/td>\n<\/tr>\n
229<\/td>\nTABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR <\/td>\n<\/tr>\n
231<\/td>\n1107.2 VEHICLE CHARGING STATIONS
IMAGE: ELECTRICAL VEHICLE CHARGING STATION <\/td>\n<\/tr>\n
233<\/td>\n1108.5, 1110.2 ASSISTED TOILETING AND BATHING
FIGURE: ASSISTED BATHING USING ROLL-IN SHOWER
FIGURE: CLEARANCES FOR ASSISTED TOILETING <\/td>\n<\/tr>\n
239<\/td>\n1110.6 BOTTLE FILLING STATIONS
IMAGE: BOTTLE-FILLING STATIONS AT DRINKING FOUNTAINS <\/td>\n<\/tr>\n
240<\/td>\n1110.13.2 SERVICE WINDOWS
IMAGE: SALES\/SERVICE WINDOWS <\/td>\n<\/tr>\n
241<\/td>\nIMAGE: SALES\/SERVICE WINDOWS <\/td>\n<\/tr>\n
242<\/td>\n1110.15 OPERABLE PARTS
IMAGE: ACCESSIBLE OPERABLE CONTROL <\/td>\n<\/tr>\n
244<\/td>\nPART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26 <\/td>\n<\/tr>\n
247<\/td>\n1202.3 ISULATON OF UNVENTED ATTICS
FIGURE: VAPOR DIFFUSION PORTS ABOVE AN UNVENTED ATTIC <\/td>\n<\/tr>\n
249<\/td>\n1207 ENHANCED CLASSROOM ACOUSTICS
IMAGE: CLASSROOM ACOUSTICS ARE BASED ON CEILING, WALL AND FLOOR MATERIALS <\/td>\n<\/tr>\n
251<\/td>\n1208.4 EFFICIENCY DWELLING UNITS
IMAGE: STUDIO APARTMENT WITH A SINGLE PRIMARY LIVING SPACE <\/td>\n<\/tr>\n
252<\/td>\nTABLE: COMPARISON OF DWELLING UNITS <\/td>\n<\/tr>\n
253<\/td>\n1210.3 RESTROOM PRIVACY
IMAGE: SCREEN AT RESTROOM ENTRY <\/td>\n<\/tr>\n
254<\/td>\n1404.3 VAPOR RETARDERS
TABLE 1404.3 (1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE 1404.3 (2) VAPOR RETARDER OPTIONS <\/td>\n<\/tr>\n
255<\/td>\nFIGURE: CLASS I, II AND III VAPOR RETARDERS <\/td>\n<\/tr>\n
256<\/td>\nTABLE 1404.3.1 CLASS II VAPOR RETARDERS
IMAGE: KRAFT-PAPER-BACKED FIBERGLASS INSULATION IS A CLASS II VAPOR RETARDER
TABLE 1404.3.1 CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER <\/td>\n<\/tr>\n
258<\/td>\n1404.3.2 CLASS III VAPOR RETARDERS
FIGURE: WALL WITH CLASS III VAPORT RETARDER <\/td>\n<\/tr>\n
259<\/td>\nTABLE 1404.3 (3) CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
261<\/td>\n1406.10 METAL COMPOSITE MATERIAL CLADDING
IMAGE: MCM USE FOR CLADDING OF AN URBAN BUILDING <\/td>\n<\/tr>\n
263<\/td>\n1503.3 PARAPET WALLS
IMAGE: SHORT PARAPET WALL ON ROOF <\/td>\n<\/tr>\n
265<\/td>\n1504.5 BALLASTED ROOFS
FIGURE: BALLASTED SINGLE-PLY ROOF WITH LARGE AGGREGATE <\/td>\n<\/tr>\n
267<\/td>\n1504.9 AGGREGATE-SURFACED ROOFS
TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS <\/td>\n<\/tr>\n
268<\/td>\nIMAGE: AGGREGATE-SURFACED ROOF WITH PARAPET <\/td>\n<\/tr>\n
269<\/td>\n1603.1.4 CONSTRUCTION DOCUMENT WIND ZONES <\/td>\n<\/tr>\n
270<\/td>\nFIGURE 16-1 COMPONENT AND CLADDING WIND ZONE SIZES MAY CHANGE SIGNIFICANTLY WITH BUILDING SHAPE <\/td>\n<\/tr>\n
271<\/td>\nEXAMPLE 2: HIGH-SLOPE HIP ROOF <\/td>\n<\/tr>\n
272<\/td>\nFIGURE: CONSTRUCTION DOCUMENT WIND ZONES
TABLE 16-1 COMPARISON OF COMPONENT AND CLADDING COEFFICIENTS IN ASCE 7 <\/td>\n<\/tr>\n
273<\/td>\nTABLE 1604.5 RISK CATEGORIES OF ASSEMBLY SPACES
TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
IMAGE: A MOVIE THEATER IS AN EXAMPLE OF AN ASSEMBLY OCCUPANCY <\/td>\n<\/tr>\n
274<\/td>\nIMAGE: 5-STORY HOTEL WITH CONFERENCE CENTER <\/td>\n<\/tr>\n
275<\/td>\nIMAGE: GROUP I-4 IN AN APARTMENT COMPLEX <\/td>\n<\/tr>\n
276<\/td>\n1605 LOAD COMBINATIONS
FIGURE: 2021 IBC DIRECTLY REFERENCES ASCE 7-16 FOR LOAD COMBINATIONS <\/td>\n<\/tr>\n
277<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6 <\/td>\n<\/tr>\n
279<\/td>\n1606 DEAD LOADS
IMAGE: EXAMPLES OF ROOF DEAD LOADS-HVAC EQUIPMENT, SOLAR PANELS AND VEGETATIVE ROOFS <\/td>\n<\/tr>\n
281<\/td>\n1607.11.4 ROPE DESCENT SYSTEMS
IMAGE: FALL ARREST AND LIFELINE CABLES MUST BE DESIGNED TO STOP FALLS
IMAGE: ROPE DESCENT SYSTEMS <\/td>\n<\/tr>\n
282<\/td>\n1607.17 FIXED LADDER LIVE LOAD
IMAGE: FIXED LADDER LOADS ARE ASSIGNED BY ASCE 7 <\/td>\n<\/tr>\n
283<\/td>\n1608.2 SNOW MAPS
IMAGE: MANY WESTERN TOWN HAVE SNOW LOADS UPDATED IN THE 2021 IBC
ASCE 7 TABLE 7.2-5 GROUND SNOW LEADS FOR SELECTED LOCATIONS IN WASHINGTON EXCERPT <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 1608.2(1) GROUND SNOW LOADS FOR THE UNITED STATES <\/td>\n<\/tr>\n
285<\/td>\n1610.2 SOIL-CAUSED UPLIFT
IMAGE: SLAB FOUNDATIONS REQUIRE DESIGN FOR SOIL HEAVE <\/td>\n<\/tr>\n
287<\/td>\n1611 RAIN LOADS
IMAGE: SECONDARY DRAINAGE SYSTEM OUTFLOW
EQUATION 16-19
IMAGE: FREQUENTLY FLOODED ROOF <\/td>\n<\/tr>\n
289<\/td>\nFIGURE: SECONDARY DRAINAGE DESIGN ASSUMPTIONS
ASCE 7-16 EQUATION C8.3-1 <\/td>\n<\/tr>\n
290<\/td>\nFIGURE: SECONDARY DRAINAGE USING SCUPPERS
FIGURE: SECONDARY DRAINAGE USING PIPE WITH VISIBLE OUTLET <\/td>\n<\/tr>\n
291<\/td>\nIBC EQUATION 16-19
ASCE 7-16 EQUATION C8.3-1 <\/td>\n<\/tr>\n
292<\/td>\nIBC EQUATION 16-19 <\/td>\n<\/tr>\n
293<\/td>\n1612.4 FLOOD HAZARD DOCUMENTS
IMAGE: FLOODED COMMERCIAL AREA <\/td>\n<\/tr>\n
295<\/td>\n1704.6 STRUCTURAL OBSERVATIONS
IMAGE: VISUAL OBSERVATION OF CONSTRUCTION OF STRUCTURAL SYSTEMS <\/td>\n<\/tr>\n
298<\/td>\nTABLE 1705.3 SPECIAL INSPECTION OF PRECAST CONCRETE
TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
299<\/td>\nIMAGE: PRECAST CONCRETE DIAPHRAGM CONSTRUCTION <\/td>\n<\/tr>\n
300<\/td>\n1705.4.1 EMPIRICALLY DESIGNED MASONRY
IMAGE: GLASS BLOCK MASONRY IN A RISK CATEGORY IV BUILDING <\/td>\n<\/tr>\n
301<\/td>\n1705.5.3, 1705.20 MASS TIMBER SPECIAL INSPECTION
TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
302<\/td>\nIMAGE: CONNECTIONS BETWEEN MASS TIMER PRODUCTS
IMAGE: SEALANTS AND ADHESIVES SPECIFIED TO RESIST THE PASSAGE OF AIR <\/td>\n<\/tr>\n
304<\/td>\n1705.10 STRUCTURAL INTEGRITY OF DEEP FOUNDATIONS
IMAGE: VERIFICATION OF DEEP FOUNDATION ELEMENT STRENGTH <\/td>\n<\/tr>\n
306<\/td>\n1705.13.7 SPECIAL INSPECTION OF STORAGE RACKS
TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
IMAGE: CANTILEVERED STORAGE RACKS <\/td>\n<\/tr>\n
307<\/td>\n1705.18 FIRESTOP INSPECTIONS IN GROUP R
IMAGE: HOTELS MAY REQUIRE SPECIAL INSPECTION OF FIRESTOP SYSTEMS <\/td>\n<\/tr>\n
308<\/td>\n1709.5 WINDOW AND DOOR ASSEMBLIES
IMAGE: GARAGE DOORS MUST BE TESTED BY THE MANUFACTURER AND LABELED <\/td>\n<\/tr>\n
310<\/td>\n1709.5.3 IMPACT PROTECTION
IMAGE: GLAZING MAY BE PROTECTED BY SHUTTERS OR OTHER PROTECTIVE SYSTEMS <\/td>\n<\/tr>\n
312<\/td>\n1809.5.1 FROST PROTECTION AT REQUIRED EXITS
IMAGE: FROST PROTECTION IS REQUIRED IN FRONT OF A SWINGING DOOR ONLY <\/td>\n<\/tr>\n
313<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES IN DEEP FOUNDATIONS
TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
314<\/td>\nIMAGE: DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
316<\/td>\n1810.3.3.1.9 HELICAL PILES
IMAGE: HELICAL PILES <\/td>\n<\/tr>\n
318<\/td>\n1810.3.5.3.1 STRUCTURAL STEEL H-PILES
IMAGE: INSTALLATION OF H-PILES <\/td>\n<\/tr>\n
320<\/td>\n1810.3.6 DEEP FOUNDATION ELEMENT SPLICING
FIGURE: STEEL PILE SPLICE <\/td>\n<\/tr>\n
322<\/td>\n1810.3.8 PRECAST CONCRETE PILES
IMAGE: PRECAST PILES <\/td>\n<\/tr>\n
324<\/td>\n1810.3.11 PILE CAPS
FIGURE: PILE CAP CONNECTING TWO FOUNDATION PILES <\/td>\n<\/tr>\n
326<\/td>\n1810.4.5 VIBRATORY DRIVERS
IMAGE: VIBRATORY HAMMER <\/td>\n<\/tr>\n
328<\/td>\n1901.2 CONCRETE DESIGN AND CONSTRUCTION
FIGURE ACI 318-19 REQUIREMENTS FOR STRUCTURAL CONCRETE <\/td>\n<\/tr>\n
330<\/td>\n1901.7 STRUCTURAL CONCRETE TOLERANCES
FIGURE ACI 117 AND ACI ITG-7 <\/td>\n<\/tr>\n
332<\/td>\n2109.2.4.8 EXTERIOR FINISH OF ADOBE MASONRY
IMAGE: EXTERIOR FINISH IN ADOBE CONSTRUCTION
FIGURE: DETAILS OF ADOBE CONSTRUCTION <\/td>\n<\/tr>\n
335<\/td>\n2205.2.1 AISC 358 FOR PREQUALIFIED CONNECTIONS
IMAGE: AISC 358-PREQUALIFIED CONNECTIONS <\/td>\n<\/tr>\n
336<\/td>\nFIGURE: WELDED UNREINFORCED FLANGE-WELDED WEB (WUF-W) CONNECTION <\/td>\n<\/tr>\n
337<\/td>\nFIGURE: BOLTED FLANGE PLATE (BFP) CONNECTION <\/td>\n<\/tr>\n
338<\/td>\n2209 STEEL STORAGE RACKS
IMAGE: CANTILEVERED STORAGE RACK <\/td>\n<\/tr>\n
340<\/td>\n2303.2 FIRE-RETARDANT-TREATED WOOD
IMAGE: FRT PLYWOOD
IMAGE: FRT LUMBER <\/td>\n<\/tr>\n
342<\/td>\n2303.4.1.2 WOOD TRUSS BRACING <\/td>\n<\/tr>\n
343<\/td>\nFIGURE: PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
345<\/td>\n2304.10.1 MASS TIMBER CONNECTION PROTECTION
IMAGE: GLULAM BEAM-TO-COLUMN CONNECTION AS PART OF AN ASSEMBLY FIRE TEST <\/td>\n<\/tr>\n
347<\/td>\nFIGURE: CLT FLOOR-TO-WALL EXAMPLE FROM AWC TR10
FIGURE: GLULAM BEAM-TO-COLUMN EXAMPLE FROM AWC TR10 <\/td>\n<\/tr>\n
349<\/td>\nIMAGE: WOOD COVER PROTECTION OF STRUCTURAL MEMBER CONNECTIONS TO ACHIEVE A FIRE-RESISTING RATING <\/td>\n<\/tr>\n
350<\/td>\nTABLE 2304.10.2 SHEATHING FASTENERS
TABLE 2304.10.2 FASTENING SCHEDULE-SHEATHING <\/td>\n<\/tr>\n
351<\/td>\nFIGURE: WIND LOADS AT ROOF EDGES REQUIRE TIGHTER SHEATHING NAILING SCHEDULES <\/td>\n<\/tr>\n
352<\/td>\n2304.11 CONCEALED SPACES IN TYPE IV-HT
IMAGE: CONCEALED SPACES MUST BE PROTECTED <\/td>\n<\/tr>\n
353<\/td>\n2305 LATERAL FORCE-RESISTING SYSTEMS
IMAGE: 2021 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) <\/td>\n<\/tr>\n
355<\/td>\n2308.5.6, 2308.6.6.2 CRIPPLE WALLS
IMAGE: INTERIOR CRIPPLE WALLS <\/td>\n<\/tr>\n
357<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
358<\/td>\nTABLE 2308.7.3.1 (1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
359<\/td>\nFIGURE: NAIL PLACEMENT FOR RAFTER TIES <\/td>\n<\/tr>\n
360<\/td>\n2510.6 WATER-RESISTIVE BARRIERS FOR STUCCO
FIGURE: TWO-LAYER WATER-RESISTIVE BARRIER <\/td>\n<\/tr>\n
362<\/td>\nPART 7 BUILDING SERVICES, SPECIAL DEVICES AND SPECIAL CONDITIONS <\/td>\n<\/tr>\n
363<\/td>\n2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
366<\/td>\n2902.3.3 TOILET FIXTURES IN STORAGE FACILITIES
IMAGE: LARGE WAREHOUSE <\/td>\n<\/tr>\n
368<\/td>\n3001.2 EMERGENCY ELEVATOR COMMUNICATION SYSTEMS
IMAGE: ELEVATOR CONTROL PANEL <\/td>\n<\/tr>\n
370<\/td>\n3103.1 SPECIAL EVENT STRUCTURES
IMAGE: SPECIAL EVENT STRUCTURES AT MUSIC FESTIVAL <\/td>\n<\/tr>\n
372<\/td>\n3114 PUBLIC USE RESTROOMS IN FLOOD HAZARD AREAS
IMAGE: PUBLIC RESTROOM IN COASTAL HIGH HAZARD AREA (ZONE V\/VE <\/td>\n<\/tr>\n
375<\/td>\n3115 INTERMODAL SHIPPING CONTAINERS
IMAGE: MULTI-LEVEL STRUCTURE OF INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
378<\/td>\n3313 FIRE PROTECTION DURING CONSTRUCTION
IMAGE: MINIMUM WATER SUPPLY REQUIRED DURING CONSTRUCTION <\/td>\n<\/tr>\n
381<\/td>\nPART 8 APPENDICES <\/td>\n<\/tr>\n
382<\/td>\nAPPENDIX B BOARD OF APPEALS
IMAGE: BOARD OF APPEALS MEETING <\/td>\n<\/tr>\n
386<\/td>\nAPPENDIX O APPLICATION OF ICC PERFORMANCE CODE
IMAGE: 2021 ICC PERFORMANCE CODE FOR BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
390<\/td>\nPART 9 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) CHAPTERS 1 THROUGH 16 AND APPENDICES A THROUGH C <\/td>\n<\/tr>\n
392<\/td>\n303 STORM SHELTERS
IMAGE: SCHOOL STORM SHELTER WITH OPEN AND CLOSED SHUTTERS <\/td>\n<\/tr>\n
395<\/td>\n306.7 ACCESSIBLE TOILET AND BATHING ROOMS
IMAGE: ACCESSIBLE TOILET ROOM <\/td>\n<\/tr>\n
397<\/td>\n307, 308 SMOKE ALARMS AND CO DETECTION
IMAGE: SMOKE ALARM
IMAGE: CO ALARM <\/td>\n<\/tr>\n
399<\/td>\n309 EXTERIOR WALL COVERINGS AND ENVELOPES
IMAGE: GRENFELL FIRE <\/td>\n<\/tr>\n
401<\/td>\n405.2.4 SNOW LOADS AND SUBSTANTIAL DAMAGE
IMAGE: ROOF SNOW LOAD <\/td>\n<\/tr>\n
402<\/td>\n502.6, 503.16, 506.6 CLASSROOM ACOUSTICS
IMAGE: TYPICAL CLASSROOM FINISHES <\/td>\n<\/tr>\n
404<\/td>\n503.4 ROOFTOP EQUIPMENT DEAD LOAD
IMAGE: TYPICAL ROOFTOP EQUIPMENT <\/td>\n<\/tr>\n
406<\/td>\n503.12, 706.3.2 ROOF DIAPHRAGM WIND LOADS
IMAGE: HURRICANE WINDS UPLIFTING ROOF <\/td>\n<\/tr>\n
408<\/td>\n503.17, 704.3 LOCKING IN EDUCATIONAL OCCUPANCIES
IMAGE: DOOR HARDWARE IN AN EDUCATIONAL OCCUPANCY <\/td>\n<\/tr>\n
410<\/td>\n506.4, 1011.5.1, 1011.5.6 EMERGENCY ESCAPE AND RESCUE OPENINGS
IMAGE: TYPICAL EMERGENCY ESCAPE AND RESCUE OPENING <\/td>\n<\/tr>\n
413<\/td>\n506.5.3, 1006.3 CHANGE OF OCCUPANCY FROM GROUP S OR U
IMAGE: CHANGE OF OCCUPANCY FROM GROUP U TO GROUP A-2 <\/td>\n<\/tr>\n
415<\/td>\n603.1, 704, 801.3 FURNITURE AND EQUIPMENT
IMAGE: TYPICAL OFFICE CUBICLE LAYOUT <\/td>\n<\/tr>\n
417<\/td>\n704.1.1 SEATING IN NURSING HOME CORRIDORS
FIGURE: NURSING HOME CORRIDOR SEATING <\/td>\n<\/tr>\n
418<\/td>\n803.2.2, 803.2.3, 803.2.5 SPRINKLERS AND LEVEL 2 ALTERATIONS
IMAGE: TYPICAL HOSPITAL ROOM <\/td>\n<\/tr>\n
420<\/td>\n904.1.4, 904.1.5, 904.1.6, 904.1.7 SPRINKLERS AND LEVEL 3 ALTERATIONS
IMAGE: EXISTING LIBRARY <\/td>\n<\/tr>\n
422<\/td>\n1002.1 AND 1002.2 SPECIAL USES AND INCIDENTAL USE
IMAGE: SPECIAL USES <\/td>\n<\/tr>\n
424<\/td>\n1011.1. 1011.2 CHANGE OF OCCUPANCY APPLICABILITY
FIGURE: GROUP B\/R-2 CHANGE OF OCCUPANCY CLASSIFICATION, GROUP B\/A-2 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
426<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
427<\/td>\nPROCTORED REMOTE ONLINE TESTING OPTION (PRONTO\u2122) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Significant Changes to the International Building Code\u00ae, 2021 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>\n2021<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":369507,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-369499","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\/369499","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\/369507"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=369499"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=369499"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=369499"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}