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International Existing Building Code, 2006

INTERNATIONAL EXISTING BUILDING CODE 2006
PREFACE
ORDINANCE
TABLE OF CONTENTS
CHAPTER 1 - ADMINISTRATION [Go to Page]
SECTION 101 - GENERAL
SECTION 102 - APPLICABILITY
SECTION 103 - DEPARTMENT OF BUILDING SAFETY
SECTION 104 - DUTIES AND POWERS OF THE CODE OFFICIAL
SECTION 105 - PERMITS
SECTION 106 - CONSTRUCTION DOCUMENTS
SECTION 107 - TEMPORARY STRUCTURES AND USES
SECTION 108 - FEES
SECTION 109 - INSPECTIONS
SECTION 110 - CERTIFICATE OF OCCUPANCY
SECTION 111 - SERVICE UTILITIES
SECTION 112 - BOARD OF APPEALS
SECTION 113 - VIOLATIONS
SECTION 114 - STOP WORK ORDER
SECTION 115 - UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 - EMERGENCY MEASURES
SECTION 117 - DEMOLITION
CHAPTER 2 - DEFINITIONS [Go to Page]
SECTION 201 - GENERAL
SECTION 202 - GENERAL DEFINITIONS
CHAPTER 3 - PRESCRIPTIVE COMPLIANCE METHODS [Go to Page]
[B] SECTION 301 - GENERAL
SECTION 302 - ADDITIONS, ALTERATIONS OR REPAIRS
[B] SECTION 303 - FIRE ESCAPES
[B] SECTION 304 - GLASS REPLACEMENT
SECTION 305 - CHANGE OF OCCUPANCY
[B] SECTION 306 - HISTORIC BUILDINGS
[B] SECTION 307 - MOVED STRUCTURES
[B] SECTION 308 - ACCESSIBILITY FOR EXISTING BUILDINGS [Go to Page]
TABLE 308.8.5 - RAMPS
CHAPTER 4 - CLASSIFICATION OF WORK [Go to Page]
SECTION 401 - GENERAL
SECTION 402 - REPAIRS
SECTION 403 - ALTERATION - LEVEL 1
SECTION 404 - ALTERATION - LEVEL 2
SECTION 405 - ALTERATION - LEVEL 3
SECTION 406 - CHANGE OF OCCUPANCY
SECTION 407 - ADDITIONS
SECTION 408 - HISTORIC BUILDINGS
SECTION 409 - RELOCATED BUILDINGS
CHAPTER 5 - REPAIRS [Go to Page]
SECTION 501 - GENERAL
SECTION 502 - BUILDING ELEMENTS AND MATERIALS
SECTION 503 - FIRE PROTECTION
SECTION 504 - MEANS OF EGRESS
SECTION 505 - ACCESSIBILITY
SECTION 506 - STRUCTURAL [Go to Page]
TABLE 506.1.1.2 - FEMA 356 AND ASCE 31 PERFORMANCE LEVELS
SECTION 507 - ELECTRICAL
SECTION 508 - MECHANICAL
SECTION 509 - PLUMBING
CHAPTER 6 - ALTERATIONS - LEVEL 1 [Go to Page]
SECTION 601 - GENERAL
SECTION 602 - BUILDING ELEMENTS AND MATERIALS
SECTION 603 - FIRE PROTECTION
SECTION 604 - MEANS OF EGRESS
SECTION 605 - ACCESSIBILITY [Go to Page]
TABLE 605.1.4 - RAMPS
SECTION 606 - STRUCTURAL
SECTION 607 - ENERGY CONSERVATION
CHAPTER 7 - ALTERATIONS - LEVEL 2 [Go to Page]
SECTION 701 - GENERAL
SECTION 702 - SPECIAL USE AND OCCUPANCY
SECTION 703 - BUILDING ELEMENTS AND MATERIALS
SECTION 704 - FIRE PROTECTION
SECTION 705 - MEANS OF EGRESS
SECTION 706 - ACCESSIBILITY
SECTION 707 - STRUCTURAL
SECTION 708 - ELECTRICAL
SECTION 709 - MECHANICAL
SECTION 710 - PLUMBING
SECTION 711 - ENERGY CONSERVATION
CHAPTER 8 - ALTERATIONS - LEVEL 3 [Go to Page]
SECTION 801 - GENERAL
SECTION 802 - SPECIAL USE AND OCCUPANCY
SECTION 803 - BUILDING ELEMENTS AND MATERIALS
SECTION 804 - FIRE PROTECTION
SECTION 805 - MEANS OF EGRESS
SECTION 806 - ACCESSIBIILITY
SECTION 807 - STRUCTURAL
SECTION 808 - ENERGY CONSERVATION
CHAPTER 9 - CHANGE OF OCCUPANCY [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 - ACCESSIBILITY
SECTION 907 - STRUCTURAL
SECTION 908 - ELECTRICAL
SECTION 909 - MECHANICAL
SECTION 910 - PLUMBING
SECTION 911 - OTHER REQUIREMENTS
SECTION 912 - CHANGE OF OCCUPANCY CLASSIFICATION [Go to Page]
TABLE 912.4 - MEANS OF EGRESS HAZARD CATEGORIES
TABLE 912.5 - HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 912.6 - EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
CHAPTER 10 - ADDITIONS [Go to Page]
SECTION 1001 - GENERAL
SECTION 1002 - HEIGHTS AND AREAS
SECTION 1003 - STRUCTURAL
SECTION 1004 - SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 1005 - ACCESSIBILITY
CHAPTER 11 - HISTORIC BUILDINGS [Go to Page]
SECTION 1101 - GENERAL
SECTION 1102 - REPAIRS
SECTION 1103 - FIRE SAFETY
SECTION 1104 - ALTERATIONS
SECTION 1105 - CHANGE OF OCCUPANCY
SECTION 1106 - STRUCTURAL
CHAPTER 12 - RELOCATED OR MOVED BUILDINGS [Go to Page]
SECTION 1201 - GENERAL
SECTION 1202 - REQUIREMENTS
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 FACTORS
(EQUATION 13-5)
TABLE 1301.6.8 - AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 - FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 - SMIKE CONTROL VALUES
TABLE 1301.6.11 - MEANS OF EGRESS VALUES
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 VALUES a
TABLE 1301.6.17 - STANDPIPE SYSTEM VALUES
TABLE 1301.6.18 - STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 - INCIDENTAL USE AREA VALUES a
TABLE 1301.7 - SUMMARY SHEET - BUILDING CODE
TABLE 1301.8 - MADATORY SAFETY SCORES a
TABLE 1301.9 - EVALUATION FORMULAS a
CHAPTER 14 - CONSTRUCTION SAFEGUARDS [Go to Page]
SECTION 1401 - GENERAL [Go to Page]
[B] TABLE 1401.6 - PROTECTION OF PEDESTRIANS
[B] SECTION 1402 - PROTECTION OF ADJOINING PROPERTY
[B] SECTION 1403 - TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1404 - FIRE EXTINGUISHERS
[B] SECTION 1405 - EXITS
[F] SECTION 1406 - STANDPIPE SYSTEMS
[F] SECTION 1407 - AUTOMATIC SPRINKLER SYSTEM
SECTION 1408 - ACCESSIBILITY
CHAPTER 15 - REFERENCED STANDARDS [Go to Page]
ASCE
ASHRAE
ASME
FEMA
ICC
NFPA
CHAPTER A1 - SEISMIC STRENGTHENING PROVISIONS FOR UNIFORCED MASONRY BEARING WALL BUILDINGS [Go to Page]
SECTION A101 - PURPOSE
SECTION A102 - SCOPE
SECTION A103 - DEFINITIONS
SECTION A104 - SYMBOLS AND NOTATIONS
SECTION A105 - GENERAL REQUIREMENTS
SECTION A106 - MATERIALS REQUIREMENTS [Go to Page]
(EQUATION A1-1)
(EQUATION A1-2)
(EQUATION A1-3)
SECTION A107 - QUALITY CONTROL
SECTION A108 - DESIGN STRENGTHS [Go to Page]
(EQUATION A1-4)
(EQUATION A1-5)
(EQUATION A1-6)
SECTION A109 - ANALYSIS AND DESIGN PROCEDURE
SECTION A110 - GENERAL PROCEDURE [Go to Page]
(EQUATION A1-7)
SECTION A111 - SPECIAL PROCEDURE [Go to Page]
(EQUATION A1-8)
(EQUATION A1-9)
(EQUATION A1-10)
(EQUATION A1-11)
(EQUATION A1-12)
(EQUATION A1-13)
(EQUATION A1-14)
(EQUATION A1-15)
(EQUATION A1-16)
(EQUATION A1-17)
(EQUATION A1-18)
(EQUATION A1-19)
SECTION A112 - ANALYSIS AND DESIGN [Go to Page]
(EQUATION A1-20)
(EQUATION A1-21)
(EQUATION A1-22)
(EQUATION A1-23)
(EQUATION A1-24)
(EQUATION A1-25)
SECTION A113 - DETAILED SYSTEM DESIGN REQUIREMENTS
SECTION A114 - WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [Go to Page]
TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
FIGURE A1-1 - ACCEPTABLE DIAPHRAGM SPAN
FIGURE A1-2 - ANALYSIS OR URM WALL IN-PLANE SHEAR FORCES
CHAPTER A2 - EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS [Go to Page]
SECTION A201 - PURPOSE
SECTION A202 - SCOPE
SECTION A203 - DEFINITIONS
SECTION A204 - SYMBOLS AND NOTATIONS
SECTION A205 - GENERAL REQUIREMENTS
SECTION A206 - ANALYSIS AND DESIGN
SECTION A207 - MATERIALS OF CONSTRUCTION
CHAPTER A3 - PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS [Go to Page]
SECTION A301 - GENERAL
SECTION A302 - DEFINITIONS
SECTION A303 - STRUCTURAL WEAKNESSES
SECTION A304 - STRNGTHENING REQUIREMENTS [Go to Page]
TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3–B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM
FIGURE A3-2—NEW HOLLOW-MASONRY UNIT FOUNDATION WALL
FIGURE A3-3—SILL PLATE BOLTING TO EXISTING FOUNDATION
FIGURE A3-4A—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
FIGURE A3-4B—SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
FIGURE A3-5—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
FIGURE A3-6—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
FIGURE A3-7—PARTIAL CRIPPLE STUD WALL ELEVATION
FIGURE A3-8—ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED
FIGURE A3-9—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL
FIGURE A3-10—FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT
CHAPTER A4 - EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS [Go to Page]
SECTION A401 - GENERAL
SECTION A402 - DEFINITIONS
SECTION A403 - ANALYSIS AND DESIGN
SECTION A404 - PHASED CONSTRUCTION
SECTION A405 - PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A406 - MATERIALS OF CONSTRUCTION
SECTION A407 - INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A408 - QUALITY CONTROL [Go to Page]
TABLE A4-A—ALLOWABLE VALUES FOR EXISTING MATERIALS
CHAPTER A5 - EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS [Go to Page]
SECTION A501 - PURPOSE
SECTION A502 - SCOPE
SECTION A503 - DEFINITONS
SECTION A504 - SYMBOLS AND NOTATIONS
SECTION A505 - GENERAL REQUIREMENTS [Go to Page]
TABLE A505.1—ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE (psi)
TABLE A505.2—ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi)
SECTION A506 - SITE GROUND MOTION
SECTION A507 - TIER 1 ANALYSIS PROCEDURE
SECTION A508 - TIER 2 ANALYSIS PROCEDURE [Go to Page]
TABLE A508.1—COMPONENT STIFFNESS
(EQUATION A5-4)
SECTION A509 - TIER 3 ANALYSIS PROCEDURE [Go to Page]
(EQUATION A5-5)
(EQUATION A5-6)
(EQUATION A5-7)
(EQUATION A5-8)
(EQUATION A5-9)
(EQUATION A5-10)
(EQUATION A5-11)
(EQUATION A5-12)
(EQUATION A5-13)
(EQUATION A5-14)
TABLE A509.4.2—VALUES OF MODIFICATION FACTOR, C0
SECTION A510 - DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY [Go to Page]
TABLE A5-A—BASIC STRUCTURAL CHECKLIST
TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST
TABLE A5-C—GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST
APPENDIX A - REFERENCED STANDARDS [Go to Page]
ASCE
ASTM
DOC
ICC
APPENDIX B - SUPPLEMENTATY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES [Go to Page]
SECTION 101 - QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION 102 - FIXED TRANSPORTATION FACILITIES AND STATIONS
SECTION B103 - DWELLING UNITS AND SLEEPING UNITS
SECTION B104 - REFERENCED STANDARDS
RESOURCE A - GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASASEMBLIES [Go to Page]
INTRODUCTION
PURPOSE
1 - FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIED [Go to Page]
1.1 - FIRE PERFORMANCE MEASURES [Go to Page]
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
SMOKE PRODUCTION
DEGREE OF COMBUSTIBILITY
1.2 - COMBUSTIBLE CONSTRUCTION TYPES
2 - BUILDING EVALUATION [Go to Page]
2.1 - PRELIMENARY 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
EXAMPLE 1
EXAMPLE 2
EXAMPLE 3
EXAMPLE 4
EXAMPLE 5
3.3 - "THICKNESS DESIGN" STRATEGY
3.4 - EVALUATION OF DOORS
4 - SUMMARY [Go to Page]
FIGURE 3
APPENDIX [Go to Page]
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
PURPOSE AND PROCEDURE [Go to Page]
SECTION I - WALLS - FIGURE 1.1.1 - WALLS-MASONRY 0' TO LESS THAN 4' THICK [Go to Page]
TABLE 1.1.1—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
FIGURE 1.1.3—MASONRY WALLS - 6" TO LESS THAN 8" THICK
TABLE 1.1.3—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
FIGURE 1.1.5—MASONRY WALLS - 10" TO LESS THAN 12" THICK
TABLE 1.1.5—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
FIGURE 1.1.7—MASONRY WALLS - 14" OR MORE THICK
TABLE 1.1.7—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
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
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 WALL - 0" TO LESS THAN 4" THICKS
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
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
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 DOMENSION 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 DOMENSION 14" TO LESS THAN 16"
FIGURE 2.1.5—REINFORCED CONCRETE COLUMNS - MINIMUM DOMENSION 16" TO LESS THAN 18"
TABLE 2.1.5—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"
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
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"
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"
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"
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"
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
FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—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
SECTION IV—BEAMS [Go to Page]
TABLE 4.1.1—REINFORCED CONCRETE BEAMS - DEPTH 10" TO LESS THAN 12"
TABLE 4.1.2—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
BIBLIOGRAPHY
INDEX
EDITORIAL CHANGES [Go to Page]