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eLibrary > Chicago Building Rehabilitation Code, Title 14R - with April 2022 Supplement >

Chicago Building Rehabilitation Code, Title 14R - with April 2022 Supplement, 2019

2018 CHICAGO CONSTRUCTION CODES BUILDING REHABILITATION CODE TITLE 14R
COPYRIGHT
CITY OF CHICAGO OFFICE OF MAYOR MAYOR'S MESSAGE
CITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER'S MESSAGE
ABOUT THE CHICAGO CONSTRUCTION CODES
ACKNOWLEDGMENTS
PREFACE TO THE MODEL CODE
EFFECTIVE USE OF THE CHICAGO BUILDING REHABILITATION CODE
TABLE OF CONTENTS
TABLE OF SUPPLEMENTED PROVISIONS MARCH 2021
CHAPTER 1 SCOPE AND PURPOSE [Go to Page]
SECTION 101 GENERAL
APRIL 2022 SUPPLEMENT TO CHAPTER 1 SCOPE AND PURPOSE [Go to Page]
SECTION 101 GENERAL
CHAPTER 2 DEFINITIONS [Go to Page]
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
APRIL 2022 SUPPLEMENT TO CHAPTER 2 DEFINITIONS [Go to Page]
SECTION 202 GENERAL DEFINITIONS
CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS [Go to Page]
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS
SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES [Go to Page]
TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 304 IN-SITU LOAD TESTS
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS [Go to Page]
TABLE 305.8.5 RAMPS
SECTION 306 REROOFING
SECTION 307 FIRE ESCAPES
SECTION 308 ELECTRICAL
SECTION 309 RESIDENTIAL OCCUPANCIES [Go to Page]
TABLE 309.1.1 .MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE
APRIL 2022 SUPPLEMENT TO CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS [Go to Page]
SECTION 302 GENERAL PROVISIONS
SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 306 REROOFING
SECTION 309 RESIDENTIAL OCCUPANCIES [Go to Page]
TABLE 309.1.1 MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE
CHAPTER 4 REPAIRS [Go to Page]
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
SECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
SECTION 408 PLUMBING
SECTION 409 LIGHT AND VENTILATION
APRIL 2022 SUPPLEMENT TO CHAPTER 4 REPAIRS [Go to Page]
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 405 STRUCTURAL
SECTION 409 LIGHT AND VENTILATION
CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD [Go to Page]
SECTION 501 GENERAL
SECTION 502 ADDITIONS
SECTION 503 ALTERATIONS
SECTION 504 FIRE ESCAPES
SECTION 505 [RESERVED]
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 HISTORIC BUILDINGS
APRIL 2022 SUPPLEMENT TO CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD [Go to Page]
SECTION 502 ADDITIONS
SECTION 503 ALTERATIONS
SECTION 507 [RESERVED]
CHAPTER 6 CLASSIFICATION OF WORK [Go to Page]
SECTION 601 GENERAL
SECTION 602 ALTERATION—LEVEL 1
SECTION 603 ALTERATION—LEVEL 2
SECTION 604 ALTERATION—LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS
CHAPTER 7 ALTERATIONS—LEVEL 1 [Go to Page]
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
SECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION
APRIL 2022 SUPPLEMENT TO CHAPTER 7 ALTERATIONS—LEVEL 1 [Go to Page]
SECTION 702 BUILDING ELEMENTS AND MATERIALS
CHAPTER 8 ALTERATIONS—LEVEL 2 [Go to Page]
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
SECTION 803 FIRE PROTECTION
SECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL
SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION
APRIL 2022 SUPPLEMENT TO CHAPTER 8 ALTERATIONS—LEVEL 2 [Go to Page]
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
SECTION 803 FIRE PROTECTION
SECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS [Go to Page]
TABLE 805.6 MAXIMUM LENGTH OF DEAD-END CORRIDORS (feet)
SECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL
SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION
CHAPTER 9 ALTERATIONS—LEVEL 3 [Go to Page]
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
SECTION 907 ENERGY CONSERVATION
APRIL 2022 SUPPLEMENT TO CHAPTER 9 ALTERATIONS—LEVEL 3 [Go to Page]
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
CHAPTER 10 CHANGE OF OCCUPANCY [Go to Page]
SECTION 1001 GENERAL
SECTION 1002 CREATION OF INCIDENTAL USES AND SPECIAL USES OCCUPANCIES
SECTION 1003 [RESERVED]
SECTION 1004 [RESERVED]
SECTION 1005 [RESERVED]
SECTION 1006 STRUCTURAL
SECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 LIGHT AND VENTILATION
SECTION 1011 CHANGE OF OCCUPANCY [Go to Page]
TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
APRIL 2022 SUPPLEMENT TO CHAPTER 10 CHANGE OF OCCUPANCY [Go to Page]
SECTION 1001 GENERAL
SECTION 1002 CREATION OF INCIDENTAL USES AND SPECIAL USES AND OCCUPANCIES
SECTION 1006 STRUCTURAL
SECTION 1011 CHANGE OF OCCUPANCY
CHAPTER 11 ADDITIONS [Go to Page]
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R
SECTION 1106 [RESERVED]
SECTION 1107 ENERGY CONSERVATION
APRIL 2022 SUPPLEMENT TO CHAPTER 11 ADDITIONS [Go to Page]
SECTION 1102 HEIGHTS AND AREAS
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS E, I-1, I-2, I-4 AND R
CHAPTER 12 HISTORIC BUILDINGS [Go to Page]
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY
SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
APRIL 2022 SUPPLEMENT TO CHAPTER 12 HISTORIC BUILDINGS [Go to Page]
SECTION 1201 GENERAL
SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY
SECTION 1205 STRUCTURAL
CHAPTER 13 PERFORMANCE COMPLIANCE METHODS [Go to Page]
SECTION 1301 GENERAL [Go to Page]
EQUATION 13-1
EQUATION 13-2
EQUATION 13-3
EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 13-5
TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES
EQUATION 13-6
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
TABLE 1301.8 MANDATORY SAFETY SCORESa
APRIL 2022 SUPPLEMENT TO CHAPTER 13 PERFORMANCE COMPLIANCE METHODS [Go to Page]
SECTION 1301 GENERAL [Go to Page]
TABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
CHAPTER 14 RELOCATED OR MOVED BUILDINGS [Go to Page]
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
CHAPTER 15 WORK SITE SAFETY AND OPERATIONS [Go to Page]
SECTION 1501 GENERAL
CHAPTER 16 REFERENCED STANDARDS [Go to Page]
SECTION 1601 REFERENCED STANDARDS
CHAPTER 17 APPENDICES AND RESOURCES [Go to Page]
APPENDICES A THROUGH C [RESERVED]
RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES [Go to Page]
RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES [Go to Page]
1.1 FIRE PERFORMANCE MEASURES
1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION [Go to Page]
2.1 PRELIMINARY EVALUATION [Go to Page]
FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION [Go to Page]
3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH [Go to Page]
HARMATHY'S TEN RULES
ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS [Go to Page]
FIGURE 3 MODIFICATION DETAILS
4 SUMMARY
APPENDIX [Go to Page]
RESOURCE A TABLE OF CONTENTS
PURPOSE AND PROCEDURE
SECTION I - WALLS [Go to Page]
FIGURE 1.1.1 MASONRY WALLS 0" TO LESS THAN 4" THICK
TABLE 1.1.1 MASONRY WALLS 0" TO LESS THAN 4" THICK [Go to Page]
TABLE 1.1.1—continued MASONRY WALLS 0" TO LESS THAN 4" THICK
TABLE 1.1.1—continued MASONRY WALLS 0" TO LESS THAN 4" THICK
FIGURE 1.1.2 MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2 MASONRY WALLS 4" TO LESS THAN 6" THICK [Go to Page]
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
TABLE 1.1.2—continued MASONRY WALLS 4" TO LESS THAN 6" THICK
FIGURE 1.1.3 MASONRY WALLS 6" TO LESS THAN 8" THICK
TABLE 1.1.3 MASONRY WALLS 6" TO LESS THAN 8" THICK [Go to Page]
TABLE 1.1.3—continued MASONRY WALLS 6" TO LESS THAN 8" THICK
TABLE 1.1.3—continued MASONRY WALLS 6" TO LESS THAN 8" THICK
TABLE 1.1.3—continued MASONRY WALLS 6" TO LESS THAN 8" THICK
TABLE 1.1.3—continued MASONRY WALLS 6" TO LESS THAN 8" THICK
FIGURE 1.1.4 MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4 MASONRY WALLS 8" TO LESS THAN 10" THICK [Go to Page]
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
TABLE 1.1.4—continued MASONRY WALLS 8" TO LESS THAN 10" THICK
FIGURE 1.1.5 MASONRY WALLS 10" TO LESS THAN 12" THICK
TABLE 1.1.5 MASONRY WALLS 10" TO LESS THAN 12" THICK [Go to Page]
TABLE 1.1.5—continued MASONRY WALLS 10" TO LESS THAN 12" THICK
TABLE 1.1.5—continued MASONRY WALLS 10" TO LESS THAN 12" THICK
TABLE 1.1.5—continued MASONRY WALLS 10" TO LESS THAN 12" THICK
FIGURE 1.1.6 MASONRY WALLS 12" TO LESS THAN 14" THICK
TABLE 1.1.6 MASONRY WALLS 12" TO LESS THAN 14" THICK [Go to Page]
TABLE 1.1.6—continued MASONRY WALLS 12" TO LESS THAN 14" THICK
TABLE 1.1.6—continued MASONRY WALLS 12" TO LESS THAN 14" THICK
TABLE 1.1.6—continued MASONRY WALLS 12" TO LESS THAN 14" THICK
TABLE 1.1.6—continued MASONRY WALLS 12" TO LESS THAN 14" THICK
TABLE 1.1.6—continued MASONRY WALLS 12" TO LESS THAN 14" THICK
FIGURE 1.1.7 MASONRY WALLS 14" OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14" OR MORE THICK [Go to Page]
TABLE 1.1.7—continued MASONRY WALLS 14" OR MORE THICK
TABLE 1.1.7—continued MASONRY WALLS 14" OR MORE THICK
FIGURE 1.2.1 METAL FRAME WALLS 0" TO LESS THAN 4" THICK
TABLE 1.2.1 METAL FRAME WALLS 0" TO LESS THAN 4" THICK [Go to Page]
TABLE 1.2.1—continued METAL FRAME WALLS 0" TO LESS THAN 4" THICK
TABLE 1.2.1—continued METAL FRAME WALLS 0" TO LESS THAN 4" THICK
TABLE 1.2.1—continued METAL FRAME WALLS 0" TO LESS THAN 4" THICK
FIGURE 1.2.2 METAL FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.2.2 METAL FRAME WALLS 4" TO LESS THAN 6" THICK [Go to Page]
TABLE 1.2.2—continued METAL FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.2.3 METAL FRAME WALLS 6" TO LESS THAN 8" THICK
TABLE 1.2.4 METAL FRAME WALLS 8" TO LESS THAN 10" THICK
TABLE 1.3.1 WOOD FRAME WALLS 0" TO LESS THAN 4" THICK
FIGURE 1.3.2 WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2 WOOD FRAME WALLS 4" TO LESS THAN 6" THICK [Go to Page]
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.2—continued WOOD FRAME WALLS 4" TO LESS THAN 6" THICK
TABLE 1.3.3 WOOD FRAME WALLS 6" TO LESS THAN 8" THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0" TO LESS THAN 4" THICK
TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4" TO LESS THAN 6" THICK
FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS [Go to Page]
TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
SECTION II COLUMNS [Go to Page]
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0" TO LESS THAN 6"
FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10" TO LESS THAN 12" [Go to Page]
TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12" TO LESS THAN 14"
TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14" TO LESS THAN 16"
FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16" TO LESS THAN 18"
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16" TO LESS THAN 18" [Go to Page]
TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16" TO LESS THAN 18"
TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18" TO LESS THAN 20"
FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20" TO LESS THAN 22"
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20" TO LESS THAN 22" [Go to Page]
TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20" TO LESS THAN 22"
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12" TO LESS THAN 14"
TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14" TO LESS THAN 16"
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16" TO LESS THAN 18"
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20" TO LESS THAN 22"
TABLE 2.2 ROUND CAST IRON COLUMNS
FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS [Go to Page]
TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6
TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6" TO LESS THAN 8" THICK
FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8" TO LESS THAN 10"
TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8" TO LESS THAN 10" [Go to Page]
TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8" TO LESS THAN 10"
FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12" [Go to Page]
TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12" TO LESS THAN 14"
TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12" TO LESS THAN 14" [Go to Page]
TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12" TO LESS THAN 14"
FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14" TO LESS THAN 16"
TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14" TO LESS THAN 16" [Go to Page]
TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14" TO LESS THAN 16"
TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16" TO LESS THAN 18"
TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12" TO LESS THAN 14"
TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14" TO LESS THAN 16"
TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6" TO LESS THAN 8"
TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8" TO LESS THAN 10"
TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6" TO LESS THAN 8"
TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8" TO LESS THAN 10"
TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10" TO LESS THAN 12"
TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12" TO LESS THAN 14"
SECTION III FLOOR/CEILING ASSEMBLIES [Go to Page]
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE [Go to Page]
TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS [Go to Page]
TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST [Go to Page]
TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE [Go to Page]
TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
SECTION IV BEAMS [Go to Page]
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10" TO LESS THAN 12" [Go to Page]
TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10" TO LESS THAN 12"
TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10" TO LESS THAN 12"
TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12" TO LESS THAN 14" [Go to Page]
TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12" TO LESS THAN 14"
TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14" TO LESS THAN 16"
TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10" TO LESS THAN 12"
TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10" TO LESS THAN 12"
SECTION V DOORS [Go to Page]
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE [Go to Page]
TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
BIBLIOGRAPHY
INDEX
ICC EVALUATION SERVICE
S.K. GHOSH ASSOCIATES LLC
ICC PLAN REVIEW
HELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE [Go to Page]

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