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Chicago Building Rehabilitation Code, Title 14R – with March 2021 Supplement:2019 Edition

Chicago Building Rehabilitation Code, Title 14R – with March 2021 Supplement:2019 Edition

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Chicago Building Rehabilitation Code, Title 14R – with March 2021 Supplement

Published By Publication Date Number of Pages
IL 2019 289
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PDF Pages PDF Title
1 2018 CHICAGO CONSTRUCTION CODES BUILDING REHABILITATION CODE TITLE 14R
2 COPYRIGHT
3 COPYRIGHT FOR THE MARCH 2021 SUPPLEMENT
4 CITY OF CHICAGO OFFICE OF MAYOR MAYOR’S MESSAGE
5 CITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE
6 ABOUT THE CHICAGO CONSTRUCTION CODES
10 ACKNOWLEDGMENTS
18 PREFACE TO THE MODEL CODE
20 EFFECTIVE USE OF THE CHICAGO BUILDING REHABILITATION CODE
24 TABLE OF CONTENTS
26 TABLE OF SUPPLEMENTED PROVISIONS MARCH 2021
28 CHAPTER 1 SCOPE AND PURPOSE
SECTION 101 GENERAL
30 MARCH 2021 SUPPLEMENT TO CHAPTER 1 SCOPE AND PURPOSE
31 SECTION 101 GENERAL
33 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
37 MARCH 2021 SUPPLEMENT TO CHAPTER 2 DEFINITIONS
38 SECTION 202 GENERAL DEFINITIONS
40 CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS
41 SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
SECTION 304 IN-SITU LOAD TESTS
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
42 TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
43 TABLE 305.8.5 RAMPS
44 SECTION 306 REROOFING
45 SECTION 307 FIRE ESCAPES
46 SECTION 308 ELECTRICAL
SECTION 309 RESIDENTIAL OCCUPANCIES
47 TABLE 309.1.1 .MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE
48 MARCH 2021 SUPPLEMENT TO CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
49 SECTION 302 GENERAL PROVISIONS
SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
50 SECTION 309 RESIDENTIAL OCCUPANCIES
51 TABLE 309.1.1 MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE
53 CHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
54 SECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
55 SECTION 408 PLUMBING
SECTION 409 LIGHT AND VENTILATION
57 MARCH 2021 SUPPLEMENT TO CHAPTER 4 REPAIRS
58 SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 405 STRUCTURAL
SECTION 409 LIGHT AND VENTILATION
60 CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS
61 SECTION 503 ALTERATIONS
62 SECTION 504 FIRE ESCAPES
63 SECTION 505 [RESERVED]
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 HISTORIC BUILDINGS
64 MARCH 2021 SUPPLEMENT TO CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
65 SECTION 502 ADDITIONS
SECTION 503 ALTERATIONS
SECTION 507 [RESERVED]
67 CHAPTER 6 CLASSIFICATION OF WORK
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
68 SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS
69 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
70 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
SECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION
71 MARCH 2021 SUPPLEMENT TO CHAPTER 7 ALTERATIONS—LEVEL 1
72 SECTION 702 BUILDING ELEMENTS AND MATERIALS
74 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
76 SECTION 803 FIRE PROTECTION
77 SECTION 804 CARBON MONOXIDE DETECTION
78 SECTION 805 MEANS OF EGRESS
81 SECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL
82 SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION
84 MARCH 2021 SUPPLEMENT TO CHAPTER 8 ALTERATIONS—LEVEL 2
85 SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
87 SECTION 803 FIRE PROTECTION
88 SECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS
90 TABLE 805.6 MAXIMUM LENGTH OF DEAD-END CORRIDORS (feet)
91 SECTION 806 STRUCTURAL
92 SECTION 807 ELECTRICAL
SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION
93 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
94 SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
95 SECTION 907 ENERGY CONSERVATION
97 MARCH 2021 SUPPLEMENT TO CHAPTER 9 ALTERATIONS—LEVEL 3
98 SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
99 SECTION 905 MEANS OF EGRESS
100 CHAPTER 10 CHANGE OF OCCUPANCY
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
101 SECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 LIGHT AND VENTILATION
SECTION 1011 CHANGE OF OCCUPANCY
102 TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
103 TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
106 MARCH 2021 SUPPLEMENT TO CHAPTER 10 CHANGE OF OCCUPANCY
107 SECTION 1001 GENERAL
SECTION 1002 CREATION OF INCIDENTAL USES AND SPECIAL USES AND OCCUPANCIES
SECTION 1006 STRUCTURAL
SECTION 1011 CHANGE OF OCCUPANCY
109 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
110 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
111 MARCH 2021 SUPPLEMENT TO CHAPTER 11 ADDITIONS
112 SECTION 1102 HEIGHTS AND AREAS
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS E, I-1, I-2, I-4 AND R
114 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
115 SECTION 1204 CHANGE OF OCCUPANCY
116 SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
118 MARCH 2021 SUPPLEMENT TO CHAPTER 12 HISTORIC BUILDINGS
119 SECTION 1201 GENERAL
SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY
121 CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
122 EQUATION 13-1
EQUATION 13-2
123 EQUATION 13-3
EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES
124 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
125 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES
126 TABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES
127 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
128 TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
129 TABLE 1301.8 MANDATORY SAFETY SCORESa
130 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
131 MARCH 2021 SUPPLEMENT TO CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
132 SECTION 1301 GENERAL
133 TABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
134 CHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
136 CHAPTER 15 WORK SITE SAFETY AND OPERATIONS
SECTION 1501 GENERAL
138 CHAPTER 16 REFERENCED STANDARDS
SECTION 1601 REFERENCED STANDARDS
140 CHAPTER 17 APPENDICES AND RESOURCES
APPENDICES A THROUGH C [RESERVED]
RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
141 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
142 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
143 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
144 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
145 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
146 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
147 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
149 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
151 3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
152 FIGURE 3 MODIFICATION DETAILS
153 4 SUMMARY
154 APPENDIX
RESOURCE A TABLE OF CONTENTS
156 PURPOSE AND PROCEDURE
157 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
158 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
159 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
160 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
161 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
162 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
163 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
164 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
165 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
166 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
167 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
168 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
169 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
170 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
171 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
172 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
173 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
174 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
175 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
176 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
177 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
178 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
179 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
180 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
181 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
182 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
183 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
184 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
185 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
186 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
187 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
188 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
189 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
190 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
191 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
192 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
193 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
194 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
195 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
196 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
197 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
198 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
199 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
200 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
201 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
202 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
203 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
204 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
205 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
206 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
207 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
208 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
209 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
210 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
211 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
212 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
213 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
214 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
215 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″
216 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
217 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
218 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
219 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
220 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″
221 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
222 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
223 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″
224 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″
225 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″
226 TABLE 2.2 ROUND CAST IRON COLUMNS
227 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
228 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
229 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
230 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″
231 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
232 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″
233 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
234 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
235 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
236 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″
237 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
238 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″
239 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
240 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″
241 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″
242 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″
243 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″
244 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
245 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
246 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
247 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
248 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
249 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
250 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
251 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
252 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
253 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
254 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
255 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
256 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
257 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
258 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
259 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
260 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
261 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
262 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
263 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
264 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
265 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
266 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
267 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
268 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
269 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″
270 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
271 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
272 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
273 BIBLIOGRAPHY
280 INDEX
286 ICC EVALUATION SERVICE
287 S.K. GHOSH ASSOCIATES LLC
288 ICC PLAN REVIEW
289 HELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE

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