IEBC 09 2009

$39.00

International Existing Building Code

Published By	Publication Date	Number of Pages
ICC	2009	301

Guaranteed Safe Checkout

Category: ICC

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

Contains requirements intended to encourage the uses 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 in the building code.

PDF Catalog

PDF Pages	PDF Title
1	2009 IEBC® INTERNATIONAL EXISTING BUILDING CODE®
2	IEBC® INTERNATIONAL EXISTING BUILDING CODE® 2009 TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
10	ORDINANCE
12	TABLE OF CONTENTS
16	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
17	TABLE 101.5.4.1 PERFORMANCE CRITERIA FOR IBC LEVEL SEISMIC FORCES TABLE 101.5.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC LEVEL SEISMIC FORCES SECTION 102 APPLICABILITY
18	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
19	SECTION 105 PERMITS
21	SECTION 106 CONSTRUCTION DOCUMENTS
22	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES
23	SECTION 109 INSPECTIONS SECTION 110 CERTIFICATE OF OCCUPANCY
24	SECTION 111 SERVICE UTILITIES SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS
25	SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT SECTION 116 EMERGENCY MEASURES
26	SECTION 117 DEMOLITION
28	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
30	CHAPTER 3 PRESCRIPTIVE COMPLIANCE METHOD [B] SECTION 301 GENERAL [B] SECTION 302 ADDITIONS
31	[B] SECTION 303 ALTERATIONS
32	[B] SECTION 304 REPAIRS
33	SECTION 305 FIRE ESCAPES SECTION 306 GLASS REPLACEMENT SECTION 307 CHANGE OF OCCUPANCY
34	[B] SECTION 308 HISTORIC BUILDINGS [B] SECTION 309 MOVED STRUCTURES [B] SECTION 310 ACCESSIBILITY FOR EXISTING BUILDINGS
35	TABLE 310.8.5 RAMPS
38	CHAPTER 4 CLASSIFICATION OF WORK 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
40	CHAPTER 5 REPAIRS SECTION 501 GENERAL SECTION 502 BUILDING ELEMENTS AND MATERIALS SECTION 503 FIRE PROTECTION SECTION 504 MEANS OF EGRESS SECTION 505 ACCESSIBILITY SECTION 506 STRUCTURAL
41	SECTION 507 ELECTRICAL SECTION 508 MECHANICAL SECTION 509 PLUMBING
42	CHAPTER 6 ALTERATIONS—LEVEL 1 SECTION 601 GENERAL SECTION 602 BUILDING ELEMENTS AND MATERIALS SECTION 603 FIRE PROTECTION SECTION 604 MEANS OF EGRESS SECTION 605 ACCESSIBILITY
43	TABLE 605.1.4 RAMPS SECTION 606 STRUCTURAL
44	SECTION 607 ENERGY CONSERVATION
46	CHAPTER 7 ALTERATIONS—LEVEL 2 SECTION 701 GENERAL SECTION 702 SPECIAL USE AND OCCUPANCY SECTION 703 BUILDING ELEMENTS AND MATERIALS
48	SECTION 704 FIRE PROTECTION
50	SECTION 705 MEANS OF EGRESS
53	SECTION 706 ACCESSIBILITY
54	SECTION 707 STRUCTURAL SECTION 708 ELECTRICAL
55	SECTION 709 MECHANICAL SECTION 710 PLUMBING SECTION 711 ENERGY CONSERVATION
56	CHAPTER 8 ALTERATIONS—LEVEL 3 SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY SECTION 803 BUILDING ELEMENTS AND MATERIALS
57	SECTION 804 FIRE PROTECTION SECTION 805 MEANS OF EGRESS SECTION 806 ACCESSIBILITY SECTION 807 STRUCTURAL
58	SECTION 808 ENERGY CONSERVATION
60	CHAPTER 9 CHANGE OF OCCUPANCY 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
61	SECTION 908 ELECTRICAL
62	SECTION 909 MECHANICAL SECTION 910 PLUMBING SECTION 911 OTHER REQUIREMENTS SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION
63	TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES
64	TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
66	CHAPTER 10 ADDITIONS SECTION 1001 GENERAL SECTION 1002 HEIGHTS AND AREAS SECTION 1003 STRUCTURAL
67	SECTION 1004 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4 SECTION 1005 ACCESSIBILITY
68	CHAPTER 11 HISTORIC BUILDINGS SECTION 1101 GENERAL SECTION 1102 REPAIRS SECTION 1103 FIRE SAFETY
69	SECTION 1104 ALTERATIONS SECTION 1105 CHANGE OF OCCUPANCY
70	SECTION 1106 STRUCTURAL
72	CHAPTER 12 RELOCATED OR MOVED BUILDINGS SECTION 1201 GENERAL SECTION 1202 REQUIREMENTS
74	CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL
75	EQUATION 13-1 EQUATION 13-2 EQUATION 13-3
76	EQUATION 13-4 TABLE 1301.6.3 COMPARTMENTATION VALUES TABLE 1301.6.4 SEPARATION VALUES
77	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
78	TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES TABLE 1301.6.10 SMOKE CONTROL VALUES
79	TABLE 1301.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED TABLE 1301.6.11(2) MEANS OF EGRESS VALUES TABLE 1301.6.12 DEAD-END VALUES
80	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
81	TABLE 1301.6.17 SPRINKLER SYSTEM VALUES TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
82	TABLE 1301.6.19 INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa
83	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
84	TABLE 1301.8 MANDATORY SAFETY SCORESa TABLE 1301.9 EVALUATION FORMULASa
86	CHAPTER 14 CONSTRUCTION SAFEGUARDS SECTION 1401 GENERAL [B] TABLE 1401.6 PROTECTION OF PEDESTRIANS
87	[B] SECTION 1402 PROTECTION OF ADJOINING PROPERTY [B] SECTION 1403 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1404 FIRE EXTINGUISHERS
88	[B] SECTION 1405 EXITS [F] SECTION 1406 STANDPIPE SYSTEMS [F] SECTION 1407 AUTOMATIC SPRINKLER SYSTEM SECTION 1408 ACCESSIBILITY [F] SECTION 1409 WATER SUPPLY FOR FIRE PROTECTION
90	CHAPTER 15 REFERENCED STANDARDS ASCE ASHRAE ASME ASTM DOC
91	ICC NFPA
92	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
93	SECTION A105 GENERAL REQUIREMENTS
94	SECTION A106 MATERIALS REQUIREMENTS
95	EQUATION A1-1 EQUATION A1-2 EQUATION A1-3
96	SECTION A107 QUALITY CONTROL SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5
97	EQUATION A1-6 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE
98	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
99	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
100	SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
101	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
102	TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY W TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
103	TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
104	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
105	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
106	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
108	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
109	SECTION A206 ANALYSIS AND DESIGN
110	SECTION A207 MATERIALS OF CONSTRUCTION
112	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
113	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
116	TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING TABLE A3-B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b TABLE A3–C—NOT USED
117	FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM
118	FIGURE A3-2—NEW HOLLOW-MASONRY UNIT FOUNDATION WALL
119	FIGURE A3-3—SILL PLATE BOLTING TO EXISTING FOUNDATION
120	FIGURE A3-4A—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
121	FIGURE A3-4C—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
122	FIGURE A3-5—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON EXTERIOR FACE OF CRIPPLE STUDS
123	FIGURE A3-6—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON INTERIOR FACE OF CRIPPLE STUDS
124	FIGURE A3-7—PARTIAL CRIPPLE STUD WALL ELEVATION
125	FIGURE A3-8—ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED
126	FIGURE A3-9—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL
127	FIGURE A3-10—FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT
128	CHAPTER A4 EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS
129	SECTION A403 ANALYSIS AND DESIGN
131	SECTION A404 PHASED CONSTRUCTION SECTION A405 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A406 MATERIALS OF CONSTRUCTION
132	SECTION A407 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A408 QUALITY CONTROL
133	TABLE A4-A—ALLOWABLE VALUES FOR EXISTING MATERIALS
134	CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS SECTION A501 PURP SECTION A502 SCOPE SECTION A503 GENERAL REQUIREMENTS SECTION A504 SITE GROUND MOTION SECTION A505 TIER 1 ANALYSIS PROCEDURE
135	SECTION A506 TIER 2 ANALYSIS PROCEDURE
136	EQUATION A5-4 SECTION A507 TIER 3 ANALYSIS PROCEDURE
138	APPENDIX A REFERENCED STANDARDS ASCE ASTM DOC ICC
140	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION 101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES SECTION 102 FIXED TRANSPORTATION FACILITIES AND STATIONS
141	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS
142	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
143	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
144	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
145	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
147	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
148	2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION 3.1 THE EXPERIMENTAL APPROACH
149	3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
150	ILLUSTRATION OF HARMATHY’S RULES
151	EXAMPLE APPLICATION OF HARMATHY’S RULES
152	3.3 “THICKNESS DESIGN” STRATEGY
153	3.4 EVALUATION OF DOORS 4 SUMMARY
154	FIGURE 3 MODIFICATION DETAILS
156	APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS
158	PURPOSE AND PROCEDURE
159	SECTION I – WALLS FIGURE 1.1.1—WALLS—MASONRY 0″ TO LESS THAN 4″ THICK TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK
160	TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
161	TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
162	TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—continued
163	FIGURE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK
164	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
165	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
166	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
167	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
168	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
169	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
170	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
171	TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—continued
172	FIGURE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK
173	TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
174	TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
175	TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
176	TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
177	TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—continued
178	FIGURE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK
179	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
180	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
181	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
182	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
183	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
184	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
185	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
186	TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—continued
187	FIGURE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK
188	TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
189	TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
190	TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—continued
191	FIGURE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK
192	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
193	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
194	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
195	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
196	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
197	TABLE 1.1.6—MASONRY WALLS 12″ TO LESS THAN 14″ THICK—continued
198	FIGURE 1.1.7—MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK
199	TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—continued
200	TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—continued
201	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
202	TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
203	TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
204	TABLE 1.2.1—METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK—continued
205	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
206	TABLE 1.2.2—METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
207	TABLE 1.2.3—METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
208	TABLE 1.2.4—METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
209	TABLE 1.3.1—WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
210	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
211	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
212	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
213	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
214	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
215	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
216	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
217	TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—continued
218	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
219	TABLE 1.4.2—MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
220	FIGURE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
221	TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS—continued TABLE 1.5.2—FINISH RATINGS—ORGANIC MATERIALS
222	SECTION II—COLUMNS 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″
223	TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
224	TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
225	TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
226	TABLE 2.1.3—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
227	TABLE 2.1.4—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
228	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″
229	TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″—continued
230	TABLE 2.1.6—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
231	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″
232	TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″—continued TABLE 2.1.8—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
233	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″
234	TABLE 2.2—ROUND CAST IRON COLUMNS
235	FIGURE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
236	TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS—continued TABLE 2.4—TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
237	TABLE 2.5.1.2—STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
238	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″
239	TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″—continued
240	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″
241	TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
242	TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
243	TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
244	TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—continued
245	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″
246	TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″—continued
247	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″
248	TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″—continued TABLE 2.5.1.7—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
249	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″
250	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″
251	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″
252	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″
253	SECTION III—FLOOR/CEILING ASSEMBLIES FIGURE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
254	TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
255	TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
256	TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
257	TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
258	TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
259	FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
260	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
261	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
262	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
263	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
264	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
265	TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
266	FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
267	TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
268	TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
269	TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
270	TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
271	FIGURE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
272	TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—continued
273	TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—continued
274	SECTION IV—BEAMS TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
275	TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″—continued
276	TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12″—continued
277	TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
278	TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″—continued
279	TABLE 4.1.3—REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
280	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″
281	SECTION V—DOORS FIGURE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
282	TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
283	TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
284	BIBLIOGRAPHY
292	INDEX
296	EDITORIAL CHANGES
298	ECODES.BIZ
299	ICC MEMBERSHIP INFORMATION
300	SAVE ICC-ES PROGRAM
301	ICC TRAINING