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Chicago Building Rehabilitation Code, Title 14R:2019 Edition

Chicago Building Rehabilitation Code, Title 14R:2019 Edition

$14.95

Chicago Building Rehabilitation Code, Title 14R

Published By Publication Date Number of Pages
IL 2019 242
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PDF Pages PDF Title
1 2018 CHICAGO CONSTRUCTION CODES BUILDING REHABILITATION CODE TITLE 14R
2 COPYRIGHT
3 CITY OF CHICAGO OFFICE OF MAYOR MAYOR’S MESSAGE
4 CITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE
5 ABOUT THE CHICAGO CONSTRUCTION CODES
9 ACKNOWLEDGMENTS
17 PREFACE TO THE MODEL CODE
19 EFFECTIVE USE OF THE CHICAGO BUILDING REHABILITATION CODE
23 TABLE OF CONTENTS
25 CHAPTER 1 SCOPE AND PURPOSE
SECTION 101 GENERAL
27 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
31 CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS
32 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
33 TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
34 TABLE 305.8.5 RAMPS
35 SECTION 306 REROOFING
36 SECTION 307 FIRE ESCAPES
37 SECTION 308 ELECTRICAL
SECTION 309 RESIDENTIAL OCCUPANCIES
38 TABLE 309.1.1 .MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE
39 CHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
40 SECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
41 SECTION 408 PLUMBING
SECTION 409 LIGHT AND VENTILATION
43 CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS
44 SECTION 503 ALTERATIONS
45 SECTION 504 FIRE ESCAPES
46 SECTION 505 [RESERVED]
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 HISTORIC BUILDINGS
47 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
48 SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS
49 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
50 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
SECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION
51 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
53 SECTION 803 FIRE PROTECTION
54 SECTION 804 CARBON MONOXIDE DETECTION
55 SECTION 805 MEANS OF EGRESS
58 SECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL
59 SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION
61 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
62 SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
63 SECTION 907 ENERGY CONSERVATION
65 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
66 SECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 LIGHT AND VENTILATION
SECTION 1011 CHANGE OF OCCUPANCY
67 TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
68 TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
71 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
72 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
73 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
74 SECTION 1204 CHANGE OF OCCUPANCY
75 SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
77 CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
78 EQUATION 13-1
EQUATION 13-2
79 EQUATION 13-3
EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES
80 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
81 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES
82 TABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES
83 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
84 TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
85 TABLE 1301.8 MANDATORY SAFETY SCORESa
86 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
87 CHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
89 CHAPTER 15 WORK SITE SAFETY AND OPERATIONS
SECTION 1501 GENERAL
91 CHAPTER 16 REFERENCED STANDARDS
SECTION 1601 REFERENCED STANDARDS
93 CHAPTER 17 APPENDICES AND RESOURCES
APPENDICES A THROUGH C [RESERVED]
RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
94 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
95 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
96 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
97 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
98 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
99 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
100 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
102 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
104 3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
105 FIGURE 3 MODIFICATION DETAILS
106 4 SUMMARY
107 APPENDIX
RESOURCE A TABLE OF CONTENTS
109 PURPOSE AND PROCEDURE
110 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
111 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
112 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
113 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
114 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
115 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
116 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
117 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
118 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
119 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
120 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
121 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
122 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
123 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
124 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
125 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
126 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
127 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
128 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
129 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
130 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
131 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
132 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
133 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
134 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
135 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
136 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
137 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
138 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
139 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
140 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
141 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
142 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
143 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
144 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
145 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
146 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
147 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
148 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
149 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
150 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
151 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
152 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
153 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
154 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
155 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
156 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
157 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
158 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
159 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
160 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
161 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
162 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
163 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
164 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
165 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
166 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
167 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
168 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″
169 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
170 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
171 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
172 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
173 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″
174 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
175 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
176 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″
177 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″
178 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″
179 TABLE 2.2 ROUND CAST IRON COLUMNS
180 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
181 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
182 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
183 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″
184 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
185 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″
186 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
187 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
188 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
189 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″
190 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
191 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″
192 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
193 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″
194 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″
195 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″
196 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″
197 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
198 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
199 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
200 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
201 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
202 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
203 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
204 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
205 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
206 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
207 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
208 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
209 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
210 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
211 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
212 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
213 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
214 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
215 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
216 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
217 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
218 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
219 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
220 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
221 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
222 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″
223 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
224 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
225 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
226 BIBLIOGRAPHY
233 INDEX
239 ICC EVALUATION SERVICE
240 S.K. GHOSH ASSOCIATES LLC
241 ICC PLAN REVIEW
242 HELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE

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