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IEBC 12:2012 Edition

IEBC 12:2012 Edition

$40.63

International Existing Building Code

Published By Publication Date Number of Pages
ICC 2012 315
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Contains requirements intended to encourage the use and reuse of existing buildings. The scope covers repair, alteration, addition and change of occupancy for existing buildings and historic buildings, while achieving appropriate levels of safety without requiring full compliance with the new construction requirements contained in the other I-Codes.

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PDF Pages PDF Title
1 2012 INTERNATIONAL EXISTING BUILDING CODE®
2 2012 INTERNATIONAL EXISTING BUILDING CODE® IEBC® TITLE PAGE
3 COPYRIGHT
4 PREFACE
8 EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
12 LEGISLATION
14 TABLE OF CONTENTS
PART 2—ADMINISTRATION ANDENFORCEMENT
18 CHAPTER 1 – SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
SECTION 103 DEPARTMENT OF BUILDING SAFETY
19 SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
20 SECTION 105 PERMITS
22 SECTION 106 CONSTRUCTION DOCUMENTS
23 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
24 SECTION 109 INSPECTIONS
SECTION 110 CERTIFICATE OF OCCUPANCY
25 SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
26 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES
27 SECTION 117 DEMOLITION
28 CHAPTER 2 – DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
30 CHAPTER 3 – COMPLIANCE METHODS
SECTION 301 COMPLIANCE METHODS
TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC—LEVEL SEISMIC FORCES OCCUPANCY
31 TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC—LEVEL SEISMIC FORCES RISK CATEGORY
32 CHAPTER 4 – PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS
33 SECTION 403 ALTERATIONS
34 SECTION 404 REPAIRS
35 SECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT
SECTION 407 CHANGE OF OCCUPANCY
36 SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
37 TABLE 410.8.5 RAMPS
40 CHAPTER 5 – CLASSIFICATION OF WORK
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION—LEVEL 1
SECTION 504 ALTERATION—LEVEL 2
SECTION 505 ALTERATION—LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
42 CHAPTER 6 – REPAIRS
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
43 SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
44 SECTION 609 PLUMBING
46 CHAPTER 7 – ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
47 TABLE 705.1.4 RAMPS
SECTION 706 STRUCTURAL
48 SECTION 707 ENERGY CONSERVATION
50 CHAPTER 8 – ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
52 SECTION 804 FIRE PROTECTION
54 SECTION 805 MEANS OF EGRESS
58 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
59 SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
60 CHAPTER 9 – ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
61 SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
62 SECTION 908 ENERGY CONSERVATION
64 CHAPTER 10 – CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
65 SECTION 1008 ELECTRICAL
66 SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
67 TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
68 TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
70 CHAPTER 11 – ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
71 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION
72 CHAPTER 12 – HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
73 SECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY
74 SECTION 1206 STRUCTURAL
76 CHAPTER 13 – RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
78 CHAPTER 14 – PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL
79 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
80 EQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
81 TABLE 1401.6.5 CORRIDOR WALL VALUES
TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
82 TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES
83 TABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES
84 EQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES
TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
85 TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
86 TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.6.19 INCIDENTAL USE AREA VALUESa
87 TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
88 TABLE 1401.9 EVALUATION FORMULASa
90 CHAPTER 15 – CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
TABLE 1501.6 PROTECTION OF PEDESTRIANS
91 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
92 SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
94 CHAPTER 16 – REFERENCED STANDARDS
ASCE/SEI
ASHRAE
ASME
ASTM
95 DOC
ICC
NFPA
96 APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1 – SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS
97 SECTION A105 GENERAL REQUIREMENTS
98 SECTION A106 MATERIALS REQUIREMENTS
99 EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
100 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
101 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
102 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
103 EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
104 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
105 SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONEMASONRY
TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
106 TABLE A1-CHORIZONTAL FORCE FACTOR, Cp
TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
107 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 WAL
108 FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
109 FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
110 CHAPTER A2 – EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
111 SECTION A206 ANALYSIS AND DESIGN
112 SECTION A207 MATERIALS OF CONSTRUCTION
114 CHAPTER A3 – PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS
115 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
118 TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
119 FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
120 FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
121 FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
122 FIGURE A3-4A SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
123 FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
124 FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
125 FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
126 FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
127 FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
128 FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
129 FIGURE A3-8 C TYPICAL FLOOR TO MUDSILL CONNECTIONS
130 FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
131 FIGURE A3-10—FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
132 CHAPTER A4 – EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN
134 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION
135 SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
136 CHAPTER A5 – EARTHQUAKE HAZARD REDUCTION INEXISTING CONCRETE BUILDINGS
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION
SECTION A505 TIER 1 ANALYSIS PROCEDURE
137 SECTION A506 TIER 2 ANALYSIS PROCEDURE
138 EQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE
140 CHAPTER A6 – REFERENCED STANDARDS
ASCE/SEI
ASTM
DOC
ICC
142 APPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
143 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
144 APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 – GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION
145 TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
TABLE C103.6 NAIL AND SCREW REQUIREMENTS
FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
146 SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
147 TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
148 FIGURE C104.2(1) TRUSS FRAMED GABLE END
149 FIGURE C104.2(2) CONVENTIALLY FRAMED GABLE END L-BENT STRAP
FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
150 FIGURE C104.2(4) CONVENTIALLY FRAMED GABLE END U-BENT STRAP
151 FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
153 FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME)
FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
154 FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
155 FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
156 FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
157 FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
158 FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
159 FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
160 FIGURE C104.3.4 NAIL PLATE FASTENING
161 FIGURE C104.3.8 RETROFIT STUD SPLICES
162 TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD
163 TABLE C104.5.1 SPACING OF GUSSET ANGLES
TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW
164 CHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
165 TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
166 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
167 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
168 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
169 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
170 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
171 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
172 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
176 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
177 FIGURE 3 MODIFICATION DETAILS
178 4 SUMMARY
180 APPENDIX
RESOURCE A TABLE OF CONTENTS
183 SECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
184 TABLE 1.1.1-continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
185 TABLE 1.1.1-continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
186 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
187 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
188 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
189 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
190 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
191 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
192 TABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
193 FIGURE 1.1.3 MASONRY WALLS 6: TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
194 TABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
195 TABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
196 TABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
197 TABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
198 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
199 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
200 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
201 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
202 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
203 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
204 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
205 TABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
206 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
207 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
208 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
209 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
210 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
211 TABLE 1.1.6-continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
212 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
213 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
214 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
215 TABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
216 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
217 TABLE 1.1.7-continued MASONRY WALLS 14″ OR MORE THICK
218 TABLE 1.1.7-continued MASONRY WALLS 14″ OR MORE THICK
219 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
220 TABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
221 TABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
222 TABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
223 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
224 TABLE 1.2.2-continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
225 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
226 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
227 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS TAHN 4″ THICK
228 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
229 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
230 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
231 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
232 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
233 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
234 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
235 TABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
236 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
237 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4: TO LESS THAN 6: THICK
238 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
239 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
240 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
241 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″
242 TABLE 2.1.2 -continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS TAHN 12″
243 TABLE 2.1.2 -continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS TAHN 12″
244 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
245 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14: TO LESS THAN 16″
246 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″
247 TABLE 2.1.5-continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
248 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
249 TABLE 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″
250 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″
251 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″
252 TABLE 2.2 ROUND CAST IRON COLUMNS
253 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
254 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 16″
255 TABLE 2.5.1.2 STEEL COLUMNS-CONCRETE ENCAEMENTS 6″ TO LESS THAN 8″ THICK
256 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″
257 TABLE 2.5.1.3-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
258 FIGURE 2.5.1.4 STEEL COLUMNS-CONCRETE ENXAEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
259 TABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
260 TABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
261 TABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
262 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″
263 TABLE 2.5.1.5 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
264 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″
265 TABLE 2.5.1.6-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14: TO LESS THAN 16″
266 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″
267 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″
268 TABLE 2.5.3.1 STEEL COLUMNS-PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.3.2 STEEL COLUMNS-PASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1 STEEL COLUMNS-MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSTION 6″ TO LESS THAN 8″
269 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″
270 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
271 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
272 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
273 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
274 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
275 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
276 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
277 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
278 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
279 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
280 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
281 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
282 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
283 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
284 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
285 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
286 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
287 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
288 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
289 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
290 TABLE 4.1.1-continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
291 TABLE 4.1.1-continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
292 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
293 TABLE 4.1.2-continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
294 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
295 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″
296 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
297 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
298 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
299 BIBLIOGRAPHY
306 INDEX
312 ICC MEMBERSHIP BENEFITS
313 ICC EVALUATION SERVICES SAVE PROGRAM
314 MAINTAIN YOUR SUSTAINABLE BUILDING EXPERTISE WITH GREEN/ENERGY TRAINING
315 COMMITTED TO BUILDING A GREEN AND SUSTAINABLE WORLD

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