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OH ExistingBuildingCode 2024 1stptg

OH ExistingBuildingCode 2024 1stptg

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Ohio Existing Building Code

Published By Publication Date Number of Pages
OH 2024 293
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This is a fully integrated code based on the 2021 International Existing Building CodeÂŽ.

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PDF Pages PDF Title
1 2024 OHIO EXISTING BUILDING CODEŠ
2 2024 OHIO EXISTING BUILDING CODEŠ
3 COPYRIGHT
4 PREFACE
8 TABLE OF CONTENTS
12 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
14 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
18 CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS
19 SECTION 303 STORM SHELTERS
SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
20 TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FORCOMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 305 IN-SITU LOAD TESTS
SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS
23 SECTION 307 SMOKE ALARMS
SECTION 308 CARBON MONOXIDE DETECTION
24 SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALLENVELOPES
26 CHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
27 SECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
28 SECTION 408 PLUMBING
30 CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS
32 SECTION 503 ALTERATIONS
34 SECTION 504 FIRE ESCAPES
SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
35 SECTION 506 CHANGE OF OCCUPANCY
37 SECTION 507 HISTORIC BUILDINGS
38 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
SECTION 607 HISTORIC BUILDINGS
40 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
41 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
42 SECTION 706 STRUCTURAL
43 SECTION 707 ELECTRICAL
SECTION 708 ENERGY CONSERVATION
44 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
46 SECTION 803 FIRE PROTECTION
48 SECTION 804 MEANS OF EGRESS
49 TABLE 804.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2OCCUPANCIES
TABLE 804.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOROTHER OCCUPANCIES
52 SECTION 805 STRUCTURAL
53 SECTION 806 ELECTRICAL
SECTION 807 MECHANICAL
SECTION 808 PLUMBING
54 SECTION 809 ENERGY CONSERVATION
56 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
57 SECTION 904 FIRE PROTECTION
58 SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
SECTION 907 ENERGY CONSERVATION
60 CHAPTER 10 CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
61 SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 STRUCTURAL
SECTION 1007 ELECTRICAL
62 SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
63 TABLE 1011.5 MEANS OF EGRESS HAZARD CATEGORIES
64 TABLE 1011.6 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
66 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
67 SECTION 1104 ENERGY CONSERVATION
68 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
69 SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY
70 SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
72 CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
74 EQUATION 13.1
EQUATION 13-2
75 EQUATION 13-3
EQUATION 13-4
EQUATION 13-5
TABLE 1301.6.3 COMPARTMENTATION VALUES
76 TABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
77 TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 13-6
TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
78 TABLE 1301.6.10 SMOKE CONTROL VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUES
79 TABLE 1301.6.12 DEAD-END VALUES
EQUATION 13-7
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
80 TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
81 TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
82 TABLE 1301.6.21.1 CARE RECIPIENT ABILITY VALUES
TABLE 1301.6.21.2 CARE RECIPIENT CONCENTRATION VALUES
TABLE 1301.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
83 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
84 TABLE 1301.9 EVALUATION FORMULASa
86 CHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
88 CHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
TABLE 1501.6 PROTECTION OF PEDESTRIANS
89 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
90 SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES
91 SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
92 CHAPTER 16 REFERENCED STANDARDS
ACI
ASCE/SEI
ASHRAE
93 ASME
ASTM
ICC
94 NFPA
95 UL
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
TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A103 DEFINITIONS
97 SECTION A104 SYMBOLS AND NOTATIONS
98 SECTION A105 GENERAL REQUIREMENTS
99 SECTION A106 MATERIALS REQUIREMENTS
EQUATION A1-1
EQUATION A1-2
100 SECTION A107 QUALITY CONTROL
101 SECTION A108 DESIGN STRENGTHS
EQUATION A1-3
EQUATION A1-4
102 TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5
103 TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
SECTION A111 SPECIAL PROCEDURE
104 TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
EQUATION A1-6
EQUATION A1-7
EQUATION A1-8
EQUATION A1-9
105 FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
EQUATION A1-10
106 EQUATION A1-11
EQUATION A1-12
TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
107 EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
108 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
109 SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
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
116 FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
117 FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
118 FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
119 FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
120 FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
121 FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
122 TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
124 FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUTCRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b
FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
125 FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b
126 FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
127 FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
128 FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
129 FIGURE A304.4.2 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
135 SECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 CONSTRUCTION DOCUMENTS
136 SECTION A407 QUALITY CONTROL
138 CHAPTER A5 REFERENCED STANDARDS
SECTION A501 REFERENCED STANDARDS
TABLE A501.1 REFERENCED STANDARDS
TABLE A501.1—continued REFERENCED STANDARDS
140 APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIESDELETED
142 APPENDIX C GUIDELINES FOR THE WIND RETROFITOF EXISTING BUILDINGS DELETED
144 APPENDIX D BOARD OF APPEALSDELETED
146 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
147 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
148 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
149 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
150 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
151 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
152 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
156 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
157 FIGURE 3 MODIFICATION DETAILS
158 4 SUMMARY
160 APPENDIX
RESOURCE A TABLE OF CONTENTS
163 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
164 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
165 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
166 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″THICK
167 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
168 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
169 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
170 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
171 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
172 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
173 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
174 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
175 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
176 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
177 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
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—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
180 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
181 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
182 TABLE 1.1.4—continued MASONRY WALLS 8″TO LESS THAN 10″ THICK
183 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
184 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
185 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
186 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
187 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
188 TABLE 1.1.5—continued MASONRY WALLS 10″TO LESS THAN 12″THICK
189 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″THICK
190 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
191 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
192 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
193 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
194 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″THICK
195 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″THICK
196 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
197 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
198 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
199 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
200 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
201 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
202 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
203 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
204 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
205 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
206 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
207 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
208 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
209 TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
210 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
211 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
212 TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
213 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
214 TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
215 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
216 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
217 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
218 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
219 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
220 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
221 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″
222 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
223 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
224 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
225 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
226 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″
227 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
228 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
229 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″
230 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
231 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″
232 TABLE 2.2 ROUND CAST IRON COLUMNS
233 FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
234 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
235 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
236 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″
238 TABLE 2.5.1.3—continued 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″
239 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
240 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
241 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
242 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″
243 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
244 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″
245 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
246 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″
247 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″
248 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″
249 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″
250 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
251 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
252 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
253 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
254 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
255 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
256 TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
257 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
258 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
259 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
260 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
261 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
262 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
263 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
264 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
265 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
266 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
267 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
268 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
269 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
270 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
271 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
272 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
273 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″
274 TABLE 4.1.3 REINFORCED CONCRETE BEAMSDEPTH 14″ TO LESS THAN 16″
275 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″
276 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
277 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
278 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
279 BIBLIOGRAPHY
286 INDEX
292 ICC EVALUATION SERVICE
293 ICC DIGITAL CODES PREMIUM
OH ExistingBuildingCode 2024 1stptg
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