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MADCAD.com contains information which is proprietary to and copyrighted by International Code Council, Inc. The acronym 'ICC' and the ICC logo are trademarks and service marks of ICC. ALL RIGHTS RESERVED.
Significant Changes to the International Building Code®, 2021 Edition, 2021
- 2021 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE®
- 2021 SIGNIFICANT CHANGES TO THE INTERNATIONAL BUILDING CODE® TITLE PAGE
- COPYRIGHT
- CONTENTS
- PREFACE
- PART 1 ADMINISTRATION CHAPTERS 1 AND 2 [Go to Page]
- CHAPTER 1 FORMAT OF ADMINISTRATIVE PROVISIONS [Go to Page]
- IMAGE: FRONT COUNTER AT BUILDING DEPARTMENT
- 110.3.5 TYPE IV CONNECTION PROTECTION [Go to Page]
- IMAGE: WOOD COVER PROTECTION OF STRUCTURAL MEMBER CONNECTIONS TO ACHIEVE A FIRE-RESISTING RATING
- 110.3.7 INSPECTION OF WEATHER-EXPOSED BALCONIES [Go to Page]
- IMAGE: BALCONIES DEPICETED ARE CONSIDERED "WEATHER-EXPOSED"
- 202 DEFINITION OF ATRIUM [Go to Page]
- IMAGE: ATRIUM
- 202 DEFINITION OF CHANGE OF OCCUPANCY [Go to Page]
- IMAGE: MULTIPLE-TENANT BUILDING
- 202 DEFINITION OF IMPACT PROTECTIVE SYSTEM [Go to Page]
- IMAGE: IMPACT PROTECTIVE SYSTEM
- 202 DEFINITION OF MASS TIMBER [Go to Page]
- IMAGE: MASS TIMBER CONSTRUCTION WITH GLULAM AND CLT
- 202 DEFINITION OF NAILABLE SUBSTRATE [Go to Page]
- IMAGE: FURRING FORMS A NAILABLE SUBSTRATE OVER INSULATION AND BENEATH VINYL SIDING
- 202 DEFINITION OF PENTHOUSE [Go to Page]
- IMAGE: PENTHOUSES
- 202 DEFINITION OF PUZZLE ROOM [Go to Page]
- IMAGE: PUZZLE ROOM
- 202 DEFINITION OF STRUCTURAL MEMBERS [Go to Page]
- IMAGE: COLUMNS AND GIRDER TRUSSES FORM THE PRIMARY STRUCTURAL FRAME IN A ROOF; TRUSSES ARE CONSIDERED SECONDARY STRUCTURAL MEMBERS
- PART 2 BUILDING PLANNING CHPATERS 3 THROUGH 6 [Go to Page]
- 306.2 GROUP F-1 OCCUPANCY CLASSIFICATION [Go to Page]
- IMAGE: GROUP F-1 WATER TREATMENT FACILITY
- 307.1.1 USES NOT CLASSIFIED AS GROUP H [Go to Page]
- IMAGE: WHISKEY DISTILLERY
- 311.2, 311.3 ALCOHOLIC BEVERAGE STORAGE [Go to Page]
- IMAGE: BOURBON WHISKEY WAREHOUSE
- 403.3.2 WATER SUPPLY TO REQUIRED FIRE PUMPS [Go to Page]
- IMAGE: MASS TIMBER CONSTRUCTION TALL THAN 120 FEET
- 404.1 SCOPE OF ATRIUM PROVISIONS [Go to Page]
- IMAGE: ATRIUM
- 404.5 SMOKE CONTROL IN ATRIUMS [Go to Page]
- FIGURE: ATRIUM CONDITION
- 404.6 HORIZONTAL ASSEMBLIES IN ATRIUMS [Go to Page]
- EXAMPLE: ATRIUM IN HORIZONTAL ASSEMBLY
- 406.2.4 FLOOR SURFACES IN PARKING GARAGES [Go to Page]
- IMAGE: ENCLOSED PARKING GARAGE
- 407.3.1.1 GROUP I-2 CORRIDOR DOORS [Go to Page]
- FIGURE: CORRIDOR DOORS IN GROUP I-2
- 407.4.4.1, 407.4.4.3 GROUP I-2 CARE SUITES [Go to Page]
- IMAGE: HOSPITAL CARE SUITE
- 407.6.1 AUTOMATIC-CLOSING DOORS IN GROUP I-2 [Go to Page]
- IMAGE: CROSS-CORRIDOR DOORS IN HOSPITAL
- 411.5 PUZZLE ROOMS [Go to Page]
- IMAGE: ESCAPE ROOM
- 414.2.3 FIRE WALL USE FOR CONTROL AREAS [Go to Page]
- EXAMPLE: ONE-STORY MANUFACTURING FACILITY USING "CONTROL AREA" CONCEPT TO ADDRESS HAZARDOUS MATERIALS
- 422.7 COOKING IN AMBULATORY CARE FACILITIES [Go to Page]
- FIGURE: COOK AREA IN AMBULATORY CARE FACILITIES
- 424 PLAY STRUCTURES [Go to Page]
- IMAGE: ROCK CLIMBING WALL
- 503.1.4 OCCUPIED ROOF ALLOWANCES [Go to Page]
- IMAGE: HOTEL ROOFTOP CAFE
- TABLE 504.3 ALLOWABLE HEIGHT IN FEET [Go to Page]
- TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
- TABLE 504.4 ALLOWABLE HEIGHT IN STORIES [Go to Page]
- TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
- TABLE 506.2 ALLOWABLE BUILDING AREA [Go to Page]
- TABLE 506.2 ALLOWABLE AREA FACTOR
- 506.3.2 ALLOWABLE AREA FRONTAGE INCREASE [Go to Page]
- TABLE 506.3.3 FRONTAGE INCREASE FACTOR
- EXAMPLE: FRONTAGE INCREASE FACTOR
- TABLE 506.3.3.1 SECTION 507 BUILDINGS
- 508.4.4 SEPARATED OCCUPANCIES [Go to Page]
- TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES
- 508.4.4.1, 509.4.1.1 FIRE SEPARATIONS OF MASS TIMBER [Go to Page]
- EXAMPLE: TYPE IV-C CONSTRUCTION WITH MIXED OCCUPANCY CONSISTING OF BUSINESS AND RESIDENTIAL USES
- 508.5 LIVE/WORK UNITS [Go to Page]
- IMAGE: LIVE/WORK UNIT
- TABLE 509.1 STORAGE BATTERY SYSTEMS AS INCIDENTAL USES [Go to Page]
- TABLE 509.1 INCIDENTAL USES
- IMAGE: STORAGE BATTERY SYSTEM
- 510.2 STAIRWAY CONSTRUCTION IN PODIUM BUILDINGS [Go to Page]
- FIGURE: STAIRWAY IN IA BUILDING ENCLOSED BY MINIMUM 3-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION WITH PROTECTED OPENINGS
- TABLE 601 TYPE IV FIRE-RESISTANCE [Go to Page]
- TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
- 602.4 MASS TIMBER TYPE IV BUILDINGS [Go to Page]
- IMAGE: MASS TIMBER CONSTRUCTION
- 602.4.1-602.4.3 TYPE IV-A, IV-B AND IV-C BUILDINGS [Go to Page]
- IMAGES: MASS TIMBER CONSTRUCTION FIRE TEST
- EQUATION 6-1
- 602.4.4 TYPE IV-HT BUILDINGS [Go to Page]
- IMAGE: TRADITIONAL HEAVY TIMBER CONSTRUCTION
- 603.1 COMBUSTIBLE MATERIALS IN TYPES I AND II [Go to Page]
- FIGURE: WOOD NAILERS
- PART 3 FIRE PROTECTION CHAPTERS 7 THROUGH 9 [Go to Page]
- 703.6, 703.7 NONCOMBUSTIBLE PROTECTION FOR MASS TIMBER [Go to Page]
- IMAGE: SEALING OF MASS TIMBER
- IMAGE: MASS TIMBER AND NONCOMBUSTIBLE PROTECTION
- 704.6.1 SECONDARY ATTACHMENTS AND FIREPROOFING [Go to Page]
- IMAGE: HOLLOW ATTACHMENT WITH OPEN ENDS
- FIGURE: PROTECTION OF SECONDARY ATTACHMENTS
- TABLE 705.5 EXTERIOR WALL RATINGS [Go to Page]
- TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
- FIGURE: RATING OF EXTERIOR WALL
- 707.4, 716 SEPARATIONS OF ENERGY STORAGE SYSTEMS [Go to Page]
- FIGURE: ENERGY STORAGE SYSTEM SEPARATION
- TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
- 707.5 ENCLOSURE OF EXIT PASSAGEWAYS [Go to Page]
- FIGURE: CONTINUITY AT THE TOP OF AN EXIT PASSAGEWAY
- 708.1, 708.4.1 SUPPORTING CONSTRUCTION FOR FIRE PARTITIONS [Go to Page]
- FIGURE: EXEMPTION FOR RATING SUPPORTING CONSTRUCTION
- 709.4.1 SMOKE BARRIER CONTINUITY [Go to Page]
- FIGURE: SMOKE BARRIER CONTINUITY
- 710.5.2.1, 710.5.3 SMOKE PARTITION OPENINGS [Go to Page]
- IMAGE: PASS-THROUGH OPENING
- 713.12 TOP OF SHAFT ENCLOSURE [Go to Page]
- FIGURE: ENCLOSURE OPTIONS AT THE TOP OF A SHAFT
- 715 PROTECTION OF JOINTS AND VOIDS [Go to Page]
- FIGURE: SEALING JOINTS AND VOIDS
- 716.2.2.1.1 PROHIBITED USE OF TERMINATED STOPS [Go to Page]
- IMAGE: DOOR FRAME WITH TERMINATED STOP
- 716.4 FIRE-PROTECTIVE CURTAIN ASSEMBLIES [Go to Page]
- IMAGE: VERTICALLY DEPLOYING FIRE-PROTECTIVE CURTAIN
- TABLE 716.1 (2) DOORS IN DOUBLE FIRE WALLS [Go to Page]
- TABLE 716.1 (2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
- FIGURE: DOORS IN DOUBLE FIRE WALLS USING NFPA 221
- IMAGE: FIRE PARTITION WITH TWO 20-MINUTE DOORS
- 717.2.3, 717.6.2.1 CEILING RADIATION DAMPERS [Go to Page]
- FIGURE: EXCEPTIONS PERMITTING STATIC CEILING RADIATION DAMPER
- 717.4 ACCESS TO DAMPERS [Go to Page]
- IMAGE: DAMPER ACCESS OPENING
- 717.5.2 FLEX CONNECTORS [Go to Page]
- IMAGE: FLEX CONNECTOR TO CEILING DIFFUSER
- 722.7 FIRE-RESISTANCE RATING OF MASS TIMBER [Go to Page]
- FIGURE: EXAMPLE-CALCULATING FIRE-RESISTANCE
- TABLE 722.7(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
- TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
- 806.9 COMBUSTIBLE LOCKERS AS INTERIOR FINISH [Go to Page]
- IMAGE: COMBUSTIBLE LOCKERS
- 903.2.4, 903.2.7, 903.29 UPHOLSTERED FURNITURE AND MATTRESSES [Go to Page]
- FIGURE: SEPARATION PER TABLE 707.3.10 FIRE AREA SPRINKLER REQUIREMENT
- 903.2.4.2, 903.2.9.3 DISTILLED SPIRITS [Go to Page]
- IMAGE: F-1 DISTILLED SPIRITS MANUFACTURING
- 903.2.10 SPRINKLERS IN PARKING GARAGES [Go to Page]
- IMAGE: SPRINKLERED OPEN PARKING GARAGE
- 903.2.10.2 MECHANICAL-ACCESS PARKING GARAGES [Go to Page]
- IMAGE: ENCLOSED MECHANICAL-ACCESS PARKING GARAGE
- 903.3.1.2 NFPA 13R SPRINKLER PROTECTION [Go to Page]
- FIGURE: LIMITS FOR USING A 13R SPRINKLER SYSTEM
- 903.3.1.2.2 CORRIDOR AND BALCONY SPRINKLERS [Go to Page]
- IMAGE: EGRESS BALCONIES
- 905.3.1 STANDPIPES IN PARKING GARAGES [Go to Page]
- IMAGE: CLASS I STANDPIPE IN PARKING GARAGE
- 907.2.10 MANUAL ALARMS IN GROUP S BUILDINGS [Go to Page]
- IMAGE: STORAGE BUILDING REQUIRING A FIRE ALARM
- 907.5.2.1.3 FIRE ALARM OCCUPANT NOTIFICATION [Go to Page]
- IMAGE: SLEEPING ROOM IN R-1 HOTEL
- 909.20 SMOKEPROOF ENCLOSURES [Go to Page]
- FIGURE: SMOKEPROOF ENLCLOSURE-ALTERNATIVE OPTION
- 911 FIRE COMMAND CENTERS IN GROUPS F-1 AND S-1 [Go to Page]
- FIGURE: REQUIRED FIRE COMMAND CENTER IN F-1 AND S-1
- PART 4 MEANS OF EGRESS CHAPTER 10 [Go to Page]
- 1006.2.1 EGRESS FROM MECHANICAL ROOMS AND PENTHOUSES [Go to Page]
- FIGURE: EGRESS FROM PENTHOUSE
- FIGURE: ROOF TOP PLAN
- 1006.3 EGRESS FROM OCCUPIED ROOFS [Go to Page]
- FIGURE: EGRESS FROM OCCUPIED ROOFS
- 1006.3.4 SINGLE EXIT STORIES [Go to Page]
- FIGURE: EXAMPLE: 2018 "COMMON PATH" VS 2021 "EXIT ACCESS"
- TABLE 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
- 1008.2.1 STAIRWAY ILLUMINATION [Go to Page]
- IMAGE: INCREASED ILLUMINATION REQUIRED ON STAIRWAY
- 1009.2.1 ACCESSIBLE ELEVATORS TO OCCUPIED ROOFS [Go to Page]
- FIGURE: ACCESSIBLE MEANS OF EGRESS FROM OCCUPIED ROOF
- 1009.6.2 AREAS OF REFUGE [Go to Page]
- FIGURE: INTERIOR AREA OF REFUGE ON LEVEL OF EXIT DISCHARGE
- 1009.6.3, 3008.6.4 AREA OF REFUGE FLOOR SPACE [Go to Page]
- FIGURE: INCREASED SIZE OF CLEAR FLOOR SPACE
- 1010.1.1 DOOR WIDTHS [Go to Page]
- FIGURE: DOOR WIDTH
- 1010.1.1.1 PROJECTIONS INTO DOOR OPENINGS [Go to Page]
- IMAGE: DOOR CLOSER AND ELECTROMAGNETIC LOCK PROJECTING INTO DOOR HEIGHT
- 1010.1.3 DOOR OPENING FORCES [Go to Page]
- IMAGE: OPERATIONAL FORCE FOR DOOR HARDWARE
- 1010.2.4 LOCKS AND LATCHES [Go to Page]
- IMAGE: COURTYARD EGRESSING THROUGH BUILDING
- 1010.2.8 LOCKING ARRANGEMENTS I GROUP I-4 [Go to Page]
- FIGURE: DOOR SECURITY HARDWARE
- 1011.6 STAIRWAY LANDINGS [Go to Page]
- FIGURE: LANDING AT 90-DEGREE TURN
- FIGURE: LANDING DEPTH AT CURVED STAIRWAY
- 1016.2 EGRESS THROUGH INTERVENING SPACES [Go to Page]
- FIGURE: EGRESS THROUGH ELEVATOR LOBBY
- 1019.3 EXIT ACCESS STAIRWAYS [Go to Page]
- FIGURE: EXIT ACCESS STAIR CONNECTING STORIES
- 1020.5 DEAD-END CORRIDORS [Go to Page]
- IMAGE: CORRIDOR SERVING PATIENT TREATMENT SPACE
- 1030.16 HANDRAILS AT SOCIAL STAIRS [Go to Page]
- IMAGE: SOCIAL STAIRWAY
- FIGURE: HANDRAIL REQUIREMENTS FOR SOCIAL STAIRWAY
- 1031 EMERGENCY ESCAPE AND RESCUE OPENINGS [Go to Page]
- FIGURE: AREA WELL REQUIREMENT FOR EERO
- PART 5 ACCESSIBILITY CHAPTER 11 [Go to Page]
- 1102 ACCESSIBLE DESIGN COMPLIANCE [Go to Page]
- IMAGE: ICC A117.1 2017 EDITION
- 1104.4 ACCESSIBLE MULTISTORY BUILDINGS [Go to Page]
- FIGURE: MULTISTORY BUILDING WITH DWELLING UNITS
- 1105.1.1 AUTOMATIC DOORS AT PUBLIC ENTRANCES [Go to Page]
- IMAGE: AUTOMATIC DOOR AT ENTRANCE
- TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR
- 1107.2 VEHICLE CHARGING STATIONS [Go to Page]
- IMAGE: ELECTRICAL VEHICLE CHARGING STATION
- 1108.5, 1110.2 ASSISTED TOILETING AND BATHING [Go to Page]
- FIGURE: ASSISTED BATHING USING ROLL-IN SHOWER
- FIGURE: CLEARANCES FOR ASSISTED TOILETING
- 1110.6 BOTTLE FILLING STATIONS [Go to Page]
- IMAGE: BOTTLE-FILLING STATIONS AT DRINKING FOUNTAINS
- 1110.13.2 SERVICE WINDOWS [Go to Page]
- IMAGE: SALES/SERVICE WINDOWS
- IMAGE: SALES/SERVICE WINDOWS
- 1110.15 OPERABLE PARTS [Go to Page]
- IMAGE: ACCESSIBLE OPERABLE CONTROL
- PART 6 BUILDING ENVELOPE, STRUCTURAL SYSTEMS AND CONSTRUCTION MATERIALS CHAPTERS 12 THROUGH 26 [Go to Page]
- 1202.3 ISULATON OF UNVENTED ATTICS [Go to Page]
- FIGURE: VAPOR DIFFUSION PORTS ABOVE AN UNVENTED ATTIC
- 1207 ENHANCED CLASSROOM ACOUSTICS [Go to Page]
- IMAGE: CLASSROOM ACOUSTICS ARE BASED ON CEILING, WALL AND FLOOR MATERIALS
- 1208.4 EFFICIENCY DWELLING UNITS [Go to Page]
- IMAGE: STUDIO APARTMENT WITH A SINGLE PRIMARY LIVING SPACE
- TABLE: COMPARISON OF DWELLING UNITS
- 1210.3 RESTROOM PRIVACY [Go to Page]
- IMAGE: SCREEN AT RESTROOM ENTRY
- 1404.3 VAPOR RETARDERS [Go to Page]
- TABLE 1404.3 (1) VAPOR RETARDER MATERIALS AND CLASSES
- TABLE 1404.3 (2) VAPOR RETARDER OPTIONS
- FIGURE: CLASS I, II AND III VAPOR RETARDERS
- TABLE 1404.3.1 CLASS II VAPOR RETARDERS [Go to Page]
- IMAGE: KRAFT-PAPER-BACKED FIBERGLASS INSULATION IS A CLASS II VAPOR RETARDER
- TABLE 1404.3.1 CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
- 1404.3.2 CLASS III VAPOR RETARDERS [Go to Page]
- FIGURE: WALL WITH CLASS III VAPORT RETARDER
- TABLE 1404.3 (3) CLASS III VAPOR RETARDERS
- 1406.10 METAL COMPOSITE MATERIAL CLADDING [Go to Page]
- IMAGE: MCM USE FOR CLADDING OF AN URBAN BUILDING
- 1503.3 PARAPET WALLS [Go to Page]
- IMAGE: SHORT PARAPET WALL ON ROOF
- 1504.5 BALLASTED ROOFS [Go to Page]
- FIGURE: BALLASTED SINGLE-PLY ROOF WITH LARGE AGGREGATE
- 1504.9 AGGREGATE-SURFACED ROOFS [Go to Page]
- TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS
- IMAGE: AGGREGATE-SURFACED ROOF WITH PARAPET
- 1603.1.4 CONSTRUCTION DOCUMENT WIND ZONES [Go to Page]
- FIGURE 16-1 COMPONENT AND CLADDING WIND ZONE SIZES MAY CHANGE SIGNIFICANTLY WITH BUILDING SHAPE
- EXAMPLE 2: HIGH-SLOPE HIP ROOF
- FIGURE: CONSTRUCTION DOCUMENT WIND ZONES
- TABLE 16-1 COMPARISON OF COMPONENT AND CLADDING COEFFICIENTS IN ASCE 7
- TABLE 1604.5 RISK CATEGORIES OF ASSEMBLY SPACES [Go to Page]
- TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
- IMAGE: A MOVIE THEATER IS AN EXAMPLE OF AN ASSEMBLY OCCUPANCY
- IMAGE: 5-STORY HOTEL WITH CONFERENCE CENTER
- IMAGE: GROUP I-4 IN AN APARTMENT COMPLEX
- 1605 LOAD COMBINATIONS [Go to Page]
- FIGURE: 2021 IBC DIRECTLY REFERENCES ASCE 7-16 FOR LOAD COMBINATIONS
- EQUATION 16-1
- EQUATION 16-2
- EQUATION 16-3
- EQUATION 16-4
- EQUATION 16-5
- EQUATION 16-6
- 1606 DEAD LOADS [Go to Page]
- IMAGE: EXAMPLES OF ROOF DEAD LOADS-HVAC EQUIPMENT, SOLAR PANELS AND VEGETATIVE ROOFS
- 1607.11.4 ROPE DESCENT SYSTEMS [Go to Page]
- IMAGE: FALL ARREST AND LIFELINE CABLES MUST BE DESIGNED TO STOP FALLS
- IMAGE: ROPE DESCENT SYSTEMS
- 1607.17 FIXED LADDER LIVE LOAD [Go to Page]
- IMAGE: FIXED LADDER LOADS ARE ASSIGNED BY ASCE 7
- 1608.2 SNOW MAPS [Go to Page]
- 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
- FIGURE 1608.2(1) GROUND SNOW LOADS FOR THE UNITED STATES
- 1610.2 SOIL-CAUSED UPLIFT [Go to Page]
- IMAGE: SLAB FOUNDATIONS REQUIRE DESIGN FOR SOIL HEAVE
- 1611 RAIN LOADS [Go to Page]
- IMAGE: SECONDARY DRAINAGE SYSTEM OUTFLOW
- EQUATION 16-19
- IMAGE: FREQUENTLY FLOODED ROOF
- FIGURE: SECONDARY DRAINAGE DESIGN ASSUMPTIONS
- ASCE 7-16 EQUATION C8.3-1
- FIGURE: SECONDARY DRAINAGE USING SCUPPERS
- FIGURE: SECONDARY DRAINAGE USING PIPE WITH VISIBLE OUTLET
- IBC EQUATION 16-19
- ASCE 7-16 EQUATION C8.3-1
- IBC EQUATION 16-19
- 1612.4 FLOOD HAZARD DOCUMENTS [Go to Page]
- IMAGE: FLOODED COMMERCIAL AREA
- 1704.6 STRUCTURAL OBSERVATIONS [Go to Page]
- IMAGE: VISUAL OBSERVATION OF CONSTRUCTION OF STRUCTURAL SYSTEMS
- TABLE 1705.3 SPECIAL INSPECTION OF PRECAST CONCRETE [Go to Page]
- TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
- IMAGE: PRECAST CONCRETE DIAPHRAGM CONSTRUCTION
- 1705.4.1 EMPIRICALLY DESIGNED MASONRY [Go to Page]
- IMAGE: GLASS BLOCK MASONRY IN A RISK CATEGORY IV BUILDING
- 1705.5.3, 1705.20 MASS TIMBER SPECIAL INSPECTION [Go to Page]
- TABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
- IMAGE: CONNECTIONS BETWEEN MASS TIMER PRODUCTS
- IMAGE: SEALANTS AND ADHESIVES SPECIFIED TO RESIST THE PASSAGE OF AIR
- 1705.10 STRUCTURAL INTEGRITY OF DEEP FOUNDATIONS [Go to Page]
- IMAGE: VERIFICATION OF DEEP FOUNDATION ELEMENT STRENGTH
- 1705.13.7 SPECIAL INSPECTION OF STORAGE RACKS [Go to Page]
- TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
- IMAGE: CANTILEVERED STORAGE RACKS
- 1705.18 FIRESTOP INSPECTIONS IN GROUP R [Go to Page]
- IMAGE: HOTELS MAY REQUIRE SPECIAL INSPECTION OF FIRESTOP SYSTEMS
- 1709.5 WINDOW AND DOOR ASSEMBLIES [Go to Page]
- IMAGE: GARAGE DOORS MUST BE TESTED BY THE MANUFACTURER AND LABELED
- 1709.5.3 IMPACT PROTECTION [Go to Page]
- IMAGE: GLAZING MAY BE PROTECTED BY SHUTTERS OR OTHER PROTECTIVE SYSTEMS
- 1809.5.1 FROST PROTECTION AT REQUIRED EXITS [Go to Page]
- IMAGE: FROST PROTECTION IS REQUIRED IN FRONT OF A SWINGING DOOR ONLY
- TABLE 1810.3.2.6 ALLOWABLE STRESSES IN DEEP FOUNDATIONS [Go to Page]
- TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
- IMAGE: DEEP FOUNDATION ELEMENTS
- 1810.3.3.1.9 HELICAL PILES [Go to Page]
- IMAGE: HELICAL PILES
- 1810.3.5.3.1 STRUCTURAL STEEL H-PILES [Go to Page]
- IMAGE: INSTALLATION OF H-PILES
- 1810.3.6 DEEP FOUNDATION ELEMENT SPLICING [Go to Page]
- FIGURE: STEEL PILE SPLICE
- 1810.3.8 PRECAST CONCRETE PILES [Go to Page]
- IMAGE: PRECAST PILES
- 1810.3.11 PILE CAPS [Go to Page]
- FIGURE: PILE CAP CONNECTING TWO FOUNDATION PILES
- 1810.4.5 VIBRATORY DRIVERS [Go to Page]
- IMAGE: VIBRATORY HAMMER
- 1901.2 CONCRETE DESIGN AND CONSTRUCTION [Go to Page]
- FIGURE ACI 318-19 REQUIREMENTS FOR STRUCTURAL CONCRETE
- 1901.7 STRUCTURAL CONCRETE TOLERANCES [Go to Page]
- FIGURE ACI 117 AND ACI ITG-7
- 2109.2.4.8 EXTERIOR FINISH OF ADOBE MASONRY [Go to Page]
- IMAGE: EXTERIOR FINISH IN ADOBE CONSTRUCTION
- FIGURE: DETAILS OF ADOBE CONSTRUCTION
- 2205.2.1 AISC 358 FOR PREQUALIFIED CONNECTIONS [Go to Page]
- IMAGE: AISC 358-PREQUALIFIED CONNECTIONS
- FIGURE: WELDED UNREINFORCED FLANGE-WELDED WEB (WUF-W) CONNECTION
- FIGURE: BOLTED FLANGE PLATE (BFP) CONNECTION
- 2209 STEEL STORAGE RACKS [Go to Page]
- IMAGE: CANTILEVERED STORAGE RACK
- 2303.2 FIRE-RETARDANT-TREATED WOOD [Go to Page]
- IMAGE: FRT PLYWOOD
- IMAGE: FRT LUMBER
- 2303.4.1.2 WOOD TRUSS BRACING [Go to Page]
- FIGURE: PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
- 2304.10.1 MASS TIMBER CONNECTION PROTECTION [Go to Page]
- IMAGE: GLULAM BEAM-TO-COLUMN CONNECTION AS PART OF AN ASSEMBLY FIRE TEST
- FIGURE: CLT FLOOR-TO-WALL EXAMPLE FROM AWC TR10
- FIGURE: GLULAM BEAM-TO-COLUMN EXAMPLE FROM AWC TR10
- IMAGE: WOOD COVER PROTECTION OF STRUCTURAL MEMBER CONNECTIONS TO ACHIEVE A FIRE-RESISTING RATING
- TABLE 2304.10.2 SHEATHING FASTENERS [Go to Page]
- TABLE 2304.10.2 FASTENING SCHEDULE-SHEATHING
- FIGURE: WIND LOADS AT ROOF EDGES REQUIRE TIGHTER SHEATHING NAILING SCHEDULES
- 2304.11 CONCEALED SPACES IN TYPE IV-HT [Go to Page]
- IMAGE: CONCEALED SPACES MUST BE PROTECTED
- 2305 LATERAL FORCE-RESISTING SYSTEMS [Go to Page]
- IMAGE: 2021 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS)
- 2308.5.6, 2308.6.6.2 CRIPPLE WALLS [Go to Page]
- IMAGE: INTERIOR CRIPPLE WALLS
- TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS [Go to Page]
- TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
- TABLE 2308.7.3.1 (1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
- FIGURE: NAIL PLACEMENT FOR RAFTER TIES
- 2510.6 WATER-RESISTIVE BARRIERS FOR STUCCO [Go to Page]
- FIGURE: TWO-LAYER WATER-RESISTIVE BARRIER
- PART 7 BUILDING SERVICES, SPECIAL DEVICES AND SPECIAL CONDITIONS [Go to Page]
- 2902 MINIMUM PLUMBING FACILITIES
- 2902.3.3 TOILET FIXTURES IN STORAGE FACILITIES [Go to Page]
- IMAGE: LARGE WAREHOUSE
- 3001.2 EMERGENCY ELEVATOR COMMUNICATION SYSTEMS [Go to Page]
- IMAGE: ELEVATOR CONTROL PANEL
- 3103.1 SPECIAL EVENT STRUCTURES [Go to Page]
- IMAGE: SPECIAL EVENT STRUCTURES AT MUSIC FESTIVAL
- 3114 PUBLIC USE RESTROOMS IN FLOOD HAZARD AREAS [Go to Page]
- IMAGE: PUBLIC RESTROOM IN COASTAL HIGH HAZARD AREA (ZONE V/VE
- 3115 INTERMODAL SHIPPING CONTAINERS [Go to Page]
- IMAGE: MULTI-LEVEL STRUCTURE OF INTERMODAL SHIPPING CONTAINERS
- 3313 FIRE PROTECTION DURING CONSTRUCTION [Go to Page]
- IMAGE: MINIMUM WATER SUPPLY REQUIRED DURING CONSTRUCTION
- PART 8 APPENDICES [Go to Page]
- APPENDIX B BOARD OF APPEALS [Go to Page]
- IMAGE: BOARD OF APPEALS MEETING
- APPENDIX O APPLICATION OF ICC PERFORMANCE CODE [Go to Page]
- IMAGE: 2021 ICC PERFORMANCE CODE FOR BUILDINGS AND FACILITIES
- PART 9 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) CHAPTERS 1 THROUGH 16 AND APPENDICES A THROUGH C [Go to Page]
- 303 STORM SHELTERS [Go to Page]
- IMAGE: SCHOOL STORM SHELTER WITH OPEN AND CLOSED SHUTTERS
- 306.7 ACCESSIBLE TOILET AND BATHING ROOMS [Go to Page]
- IMAGE: ACCESSIBLE TOILET ROOM
- 307, 308 SMOKE ALARMS AND CO DETECTION [Go to Page]
- IMAGE: SMOKE ALARM
- IMAGE: CO ALARM
- 309 EXTERIOR WALL COVERINGS AND ENVELOPES [Go to Page]
- IMAGE: GRENFELL FIRE
- 405.2.4 SNOW LOADS AND SUBSTANTIAL DAMAGE [Go to Page]
- IMAGE: ROOF SNOW LOAD
- 502.6, 503.16, 506.6 CLASSROOM ACOUSTICS [Go to Page]
- IMAGE: TYPICAL CLASSROOM FINISHES
- 503.4 ROOFTOP EQUIPMENT DEAD LOAD [Go to Page]
- IMAGE: TYPICAL ROOFTOP EQUIPMENT
- 503.12, 706.3.2 ROOF DIAPHRAGM WIND LOADS [Go to Page]
- IMAGE: HURRICANE WINDS UPLIFTING ROOF
- 503.17, 704.3 LOCKING IN EDUCATIONAL OCCUPANCIES [Go to Page]
- IMAGE: DOOR HARDWARE IN AN EDUCATIONAL OCCUPANCY
- 506.4, 1011.5.1, 1011.5.6 EMERGENCY ESCAPE AND RESCUE OPENINGS [Go to Page]
- IMAGE: TYPICAL EMERGENCY ESCAPE AND RESCUE OPENING
- 506.5.3, 1006.3 CHANGE OF OCCUPANCY FROM GROUP S OR U [Go to Page]
- IMAGE: CHANGE OF OCCUPANCY FROM GROUP U TO GROUP A-2
- 603.1, 704, 801.3 FURNITURE AND EQUIPMENT [Go to Page]
- IMAGE: TYPICAL OFFICE CUBICLE LAYOUT
- 704.1.1 SEATING IN NURSING HOME CORRIDORS [Go to Page]
- FIGURE: NURSING HOME CORRIDOR SEATING
- 803.2.2, 803.2.3, 803.2.5 SPRINKLERS AND LEVEL 2 ALTERATIONS [Go to Page]
- IMAGE: TYPICAL HOSPITAL ROOM
- 904.1.4, 904.1.5, 904.1.6, 904.1.7 SPRINKLERS AND LEVEL 3 ALTERATIONS [Go to Page]
- IMAGE: EXISTING LIBRARY
- 1002.1 AND 1002.2 SPECIAL USES AND INCIDENTAL USE [Go to Page]
- IMAGE: SPECIAL USES
- 1011.1. 1011.2 CHANGE OF OCCUPANCY APPLICABILITY [Go to Page]
- FIGURE: GROUP B/R-2 CHANGE OF OCCUPANCY CLASSIFICATION, GROUP B/A-2 CHANGE OF OCCUPANCY CLASSIFICATION
- ICC DIGITAL CODES PREMIUM
- PROCTORED REMOTE ONLINE TESTING OPTION (PRONTO™) [Go to Page]
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