{"id":374246,"date":"2024-10-20T02:37:39","date_gmt":"2024-10-20T02:37:39","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/chicago-building-rehabilitation-code-title-14r-with-march-2021-supplement\/"},"modified":"2024-10-26T04:35:24","modified_gmt":"2024-10-26T04:35:24","slug":"chicago-building-rehabilitation-code-title-14r-with-march-2021-supplement","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/il\/chicago-building-rehabilitation-code-title-14r-with-march-2021-supplement\/","title":{"rendered":"Chicago Building Rehabilitation Code, Title 14R – with March 2021 Supplement"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 CHICAGO CONSTRUCTION CODES BUILDING REHABILITATION CODE TITLE 14R <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT FOR THE MARCH 2021 SUPPLEMENT <\/td>\n<\/tr>\n
4<\/td>\nCITY OF CHICAGO OFFICE OF MAYOR MAYOR’S MESSAGE <\/td>\n<\/tr>\n
5<\/td>\nCITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE <\/td>\n<\/tr>\n
6<\/td>\nABOUT THE CHICAGO CONSTRUCTION CODES <\/td>\n<\/tr>\n
10<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
18<\/td>\nPREFACE TO THE MODEL CODE <\/td>\n<\/tr>\n
20<\/td>\nEFFECTIVE USE OF THE CHICAGO BUILDING REHABILITATION CODE <\/td>\n<\/tr>\n
24<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
26<\/td>\nTABLE OF SUPPLEMENTED PROVISIONS MARCH 2021 <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 1 SCOPE AND PURPOSE
SECTION 101 GENERAL <\/td>\n<\/tr>\n
30<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 1 SCOPE AND PURPOSE <\/td>\n<\/tr>\n
31<\/td>\nSECTION 101 GENERAL <\/td>\n<\/tr>\n
33<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
37<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 2 DEFINITIONS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
42<\/td>\nTABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES <\/td>\n<\/tr>\n
43<\/td>\nTABLE 305.8.5 RAMPS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 306 REROOFING <\/td>\n<\/tr>\n
45<\/td>\nSECTION 307 FIRE ESCAPES <\/td>\n<\/tr>\n
46<\/td>\nSECTION 308 ELECTRICAL
SECTION 309 RESIDENTIAL OCCUPANCIES <\/td>\n<\/tr>\n
47<\/td>\nTABLE 309.1.1 .MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
48<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS <\/td>\n<\/tr>\n
49<\/td>\nSECTION 302 GENERAL PROVISIONS
SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 309 RESIDENTIAL OCCUPANCIES <\/td>\n<\/tr>\n
51<\/td>\nTABLE 309.1.1 MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
53<\/td>\nCHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL <\/td>\n<\/tr>\n
54<\/td>\nSECTION 406 ELECTRICAL
SECTION 407 MECHANICAL <\/td>\n<\/tr>\n
55<\/td>\nSECTION 408 PLUMBING
SECTION 409 LIGHT AND VENTILATION <\/td>\n<\/tr>\n
57<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 4 REPAIRS <\/td>\n<\/tr>\n
58<\/td>\nSECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 405 STRUCTURAL
SECTION 409 LIGHT AND VENTILATION <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS <\/td>\n<\/tr>\n
61<\/td>\nSECTION 503 ALTERATIONS <\/td>\n<\/tr>\n
62<\/td>\nSECTION 504 FIRE ESCAPES <\/td>\n<\/tr>\n
63<\/td>\nSECTION 505 [RESERVED]
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
64<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD <\/td>\n<\/tr>\n
65<\/td>\nSECTION 502 ADDITIONS
SECTION 503 ALTERATIONS
SECTION 507 [RESERVED] <\/td>\n<\/tr>\n
67<\/td>\nCHAPTER 6 CLASSIFICATION OF WORK
SECTION 601 GENERAL
SECTION 602 ALTERATION\u2014LEVEL 1
SECTION 603 ALTERATION\u2014LEVEL 2
SECTION 604 ALTERATION\u2014LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
69<\/td>\nCHAPTER 7 ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
70<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
SECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION <\/td>\n<\/tr>\n
71<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 7 ALTERATIONS\u2014LEVEL 1 <\/td>\n<\/tr>\n
72<\/td>\nSECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 8 ALTERATIONS\u2014LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 803 FIRE PROTECTION <\/td>\n<\/tr>\n
77<\/td>\nSECTION 804 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
78<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
81<\/td>\nSECTION 806 STRUCTURAL
SECTION 807 ELECTRICAL <\/td>\n<\/tr>\n
82<\/td>\nSECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION <\/td>\n<\/tr>\n
84<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 8 ALTERATIONS\u2014LEVEL 2 <\/td>\n<\/tr>\n
85<\/td>\nSECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
87<\/td>\nSECTION 803 FIRE PROTECTION <\/td>\n<\/tr>\n
88<\/td>\nSECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
90<\/td>\nTABLE 805.6 MAXIMUM LENGTH OF DEAD-END CORRIDORS (feet) <\/td>\n<\/tr>\n
91<\/td>\nSECTION 806 STRUCTURAL <\/td>\n<\/tr>\n
92<\/td>\nSECTION 807 ELECTRICAL
SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION <\/td>\n<\/tr>\n
93<\/td>\nCHAPTER 9 ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION <\/td>\n<\/tr>\n
94<\/td>\nSECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL <\/td>\n<\/tr>\n
95<\/td>\nSECTION 907 ENERGY CONSERVATION <\/td>\n<\/tr>\n
97<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 9 ALTERATIONS\u2014LEVEL 3 <\/td>\n<\/tr>\n
98<\/td>\nSECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION <\/td>\n<\/tr>\n
99<\/td>\nSECTION 905 MEANS OF EGRESS <\/td>\n<\/tr>\n
100<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
101<\/td>\nSECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 LIGHT AND VENTILATION
SECTION 1011 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
102<\/td>\nTABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
103<\/td>\nTABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
106<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 10 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
107<\/td>\nSECTION 1001 GENERAL
SECTION 1002 CREATION OF INCIDENTAL USES AND SPECIAL USES AND OCCUPANCIES
SECTION 1006 STRUCTURAL
SECTION 1011 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
109<\/td>\nCHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
110<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
111<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 11 ADDITIONS <\/td>\n<\/tr>\n
112<\/td>\nSECTION 1102 HEIGHTS AND AREAS
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS E, I-1, I-2, I-4 AND R <\/td>\n<\/tr>\n
114<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
115<\/td>\nSECTION 1204 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
116<\/td>\nSECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
118<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 12 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 1201 GENERAL
SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
121<\/td>\nCHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
122<\/td>\nEQUATION 13-1
EQUATION 13-2 <\/td>\n<\/tr>\n
123<\/td>\nEQUATION 13-3
EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
124<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
125<\/td>\nTABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
126<\/td>\nTABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
127<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
128<\/td>\nTABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES <\/td>\n<\/tr>\n
129<\/td>\nTABLE 1301.8 MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
130<\/td>\nTABLE 1301.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
131<\/td>\nMARCH 2021 SUPPLEMENT TO CHAPTER 13 PERFORMANCE COMPLIANCE METHODS <\/td>\n<\/tr>\n
132<\/td>\nSECTION 1301 GENERAL <\/td>\n<\/tr>\n
133<\/td>\nTABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER 15 WORK SITE SAFETY AND OPERATIONS
SECTION 1501 GENERAL <\/td>\n<\/tr>\n
138<\/td>\nCHAPTER 16 REFERENCED STANDARDS
SECTION 1601 REFERENCED STANDARDS <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 17 APPENDICES AND RESOURCES
APPENDICES A THROUGH C [RESERVED]
RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
141<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
142<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES <\/td>\n<\/tr>\n
143<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
146<\/td>\n2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
147<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
149<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
151<\/td>\n3.3\u201c THICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
153<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
154<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
156<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
157<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
159<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
161<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
162<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
163<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
166<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
170<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
171<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
175<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
176<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
177<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
183<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
210<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
214<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ <\/td>\n<\/tr>\n
215<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
216<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
217<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
218<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
219<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
221<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
222<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
224<\/td>\nTABLE 2.1.7\u2014continued 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″ <\/td>\n<\/tr>\n
225<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416″ TO LESS THAN 18″
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
227<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
228<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6\uf0b2 <\/td>\n<\/tr>\n
229<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
230<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
231<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
232<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
233<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
234<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
235<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
236<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
237<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
239<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
240<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
242<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
244<\/td>\nSECTION III FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
245<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
246<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
247<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
248<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
249<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
251<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
252<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
253<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
254<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
255<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
257<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
258<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
259<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
260<\/td>\nFIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
261<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
262<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
263<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
264<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
265<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
266<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
267<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
268<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
269<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
270<\/td>\nSECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
271<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
272<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
273<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
280<\/td>\nINDEX <\/td>\n<\/tr>\n
286<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
287<\/td>\nS.K. GHOSH ASSOCIATES LLC <\/td>\n<\/tr>\n
288<\/td>\nICC PLAN REVIEW <\/td>\n<\/tr>\n
289<\/td>\nHELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Chicago Building Rehabilitation Code, Title 14R – with March 2021 Supplement<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
IL<\/b><\/a><\/td>\n2019<\/td>\n289<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":374250,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2778],"product_tag":[],"class_list":{"0":"post-374246","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-il","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/374246","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/374250"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=374246"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=374246"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=374246"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}