Name: ICC IEBC Commentary 2021 1stptg PDF - PDF Standards Store
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A practical tool that helps you to master the code you deal with every day! This comprehensive publication provides a convenient reference for regulations in the 2021 International Existing Building Code® (IEBC®).

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PDF Pages	PDF Title
1	2021 IEBC® CODE AND COMMENTARY
2	2021 IEBC® CODE AND COMMENTARY TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
8	CHAPTER 1: SCOPE AND ADMINSTRATION GENERAL COMMENTS PURPOSE
9	PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
10	SECTION 102 APPLICABILITY
11	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY
12	SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
17	SECTION 105 PERMITS
20	SECTION 106 CONSTRUCTION DOCUMENTS
24	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES
25	SECTION 109 INSPECTIONS
27	SECTION 110 CERTIFICATE OF OCCUPANCY
29	SECTION 111 SERVICE UTILITIES SECTION 112 MEANS OF APPEALS
30	SECTION 113 VIOLATIONS SECTION 114 STOP WORK ORDER
31	SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT
32	SECTION 116 EMERGENCY MEASURES SECTION 117 DEMOLITION
33	BIBLIOGRAPHY
34	CHAPTER 2: DEFINITIONS GENERAL COMMENTS PURPOSE SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
40	CHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS GENERAL COMMENTS
41	PURPOSE SECTION 301 ADMINISTRATION
42	SECTION 302 GENERAL PROVISIONS
44	SECTION 303 STORM SHELTERS
45	SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
46	COMMENTARY FIGURE 304.3(1) RISK CATEGORIES AND IMPORTANCE FACTORS
47	COMMENTARY FIGURE 304.3(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE COMMENTARY FIGURE 304.3(3) FEMA 356 REHABILITATION OBJECTIVES
48	COMMENTARY FIGURE 304.3(4) BASIC SAFETY OBJECTIVES (BSO)
49	COMMENTARY FIGURE 304.3(5) FEMA 356 REHABILITATION PROCESS
50	[BS] TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
51	[BS] TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES SECTION 305 IN-SITU LOAD TESTS SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS
52	COMMENTARY FIGURE 306.2 NEW AND EXISTING TURNING SPACE CRITERIA FROM 2017 ICC A117.1 SECTION 304.3.1
61	SECTION 307 SMOKE ALARMS SECTION 308 CARBON MONOXIDE DETECTION
62	SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALL ENVELOPES BIBLIOGRAPHY
64	CHAPTER 4: REPAIRS GENERAL COMMENTS PURPOSE SECTION 401 GENERAL
65	SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
68	SECTION 406 ELECTRICAL
69	SECTION 407 MECHANICAL SECTION 408 PLUMBING
70	BIBLIOGRAPHY
72	CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD GENERAL COMMENTS PURPOSE SECTION 501 GENERAL
73	SECTION 502 ADDITIONS
74	COMMENTARY FIGURE 502.1 EXISTING BUILDING WITH ADDITION
76	SECTION 503 ALTERATIONS COMMENTARY FIGURE 503.1 PROPOSED CORRIDOR EXTENSION
81	SECTION 504 FIRE ESCAPES
82	SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
84	COMMENTARY FIGURE 505.3.1 PROPOSED CORRIDOR EXTENSION
85	SECTION 506 CHANGE OF OCCUPANCY
87	SECTION 507 HISTORIC BUILDINGS
90	CHAPTER 6: CLASSIFICATION OF WORK GENERAL COMMENTS PURPOSE SECTION 601 GENERAL SECTION 602 ALTERATION—LEVEL 1 SECTION 603 ALTERATION—LEVEL 2
91	SECTION 604 ALTERATION—LEVEL 3 SECTION 605 CHANGE OF OCCUPANCY SECTION 606 ADDITIONS
92	SECTION 607 HISTORIC BUILDINGS
94	CHAPTER 7: ALTERATIONS—LEVEL 1 GENERAL COMMENTS PURPOSE SECTION 701 GENERAL
95	COMMENTARY FIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM SECTION 702 BUILDING ELEMENTS AND MATERIALS
96	COMMENTARY FIGURE 702.4 HEIGHT OF OPENING FROM FLOOR
97	SECTION 703 FIRE PROTECTION
98	SECTION 704 MEANS OF EGRESS SECTION 705 REROOFING
100	SECTION 706 STRUCTURAL
101	COMMENTARY FIGURE 706.3.1 MASONRY PARAPET BRACE SECTION 707 ELECTRICAL SECTION 708 ENERGY CONSERVATION
102	BIBLIOGRAPHY
104	CHAPTER 8: ALTERATIONS—LEVEL 2 GENERAL COMMENTS PURPOSE SECTION 801 GENERAL
105	COMMENTARY FIGURE 801.1 RECONFIGURED SPACE
106	SECTION 802 BUILDING ELEMENTS AND MATERIALS
109	COMMENTARY FIGURE 802.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS
110	SECTION 803 FIRE PROTECTION
112	COMMENTARY FIGURE 803.2.2.1 EXAMPLE 803.2.2.1
115	SECTION 804 MEANS OF EGRESS
116	TABLE 804.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
117	TABLE 804.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
119	COMMENTARY FIGURE 804.4.3 MAIN ENTRANCE—GROUP A
120	COMMENTARY FIGURE 804.5.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE
121	COMMENTARY FIGURE 804.5.2 DOOR SWING
122	COMMENTARY FIGURE 804.5.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING
126	COMMENTARY FIGURE 804.10.2 HANDRAILS
127	SECTION 805 STRUCTURAL
128	SECTION 806 ELECTRICAL
129	COMMENTARY FIGURE 806.4 RESIDENTIAL OCCUPANCY ELECTRICAL
130	SECTION 807 MECHANICAL SECTION 808 PLUMBING SECTION 809 ENERGY CONSERVATION
132	CHAPTER 9: ALTERATIONS—LEVEL 3 GENERAL COMMENTS PURPOSE SECTION 901 GENERAL
133	SECTION 902 SPECIAL USE AND OCCUPANCY
134	SECTION 903 BUILDING ELEMENTS AND MATERIALS
135	SECTION 904 FIRE PROTECTION
136	COMMENTARY FIGURE 904.1.1 HIGH-RISE BUILDINGS
137	COMMENTARY FIGURE 904.1.2 RUBBISH AND LINEN CHUTES
139	SECTION 905 MEANS OF EGRESS SECTION 906 STRUCTURAL
141	SECTION 907 ENERGY CONSERVATION
142	CHAPTER 10: CHANGE OF OCCUPANCY GENERAL COMMENTS PURPOSE SECTION 1001 GENERAL
143	SECTION 1002 SPECIAL USE AND OCCUPANCY
144	SECTION 1003 BUILDING ELEMENTS AND MATERIALS SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 STRUCTURAL
146	SECTION 1007 ELECTRICAL
147	SECTION 1008 MECHANICAL SECTION 1009 PLUMBING
148	SECTION 1010 OTHER REQUIREMENTS SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
149	TABLE 1011.5 MEANS OF EGRESS HAZARD CATEGORIES
151	TABLE 1011.6 HEIGHTS AND AREAS HAZARD CATEGORIES
152	TABLE 1011.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
153	BIBLIOGRAPHY
154	CHAPTER 11: ADDITIONS GENERAL COMMENTS PURPOSE SECTION 1101 GENERAL
155	SECTION 1102 HEIGHTS AND AREAS COMMENTARY FIGURE 1102.2 EXISTING BUILDING WITH ADDITION
156	SECTION 1103 STRUCTURAL
157	SECTION 1104 ENERGY CONSERVATION
158	CHAPTER 12: HISTORIC BUILDINGS GENERAL COMMENTS PURPOSE SECTION 1201 GENERAL
159	SECTION 1202 REPAIRS SECTION 1203 FIRE SAFETY
161	SECTION 1204 CHANGE OF OCCUPANCY
163	SECTION 1205 STRUCTURAL SECTION 1206 RELOCATED BUILDINGS BIBLIOGRAPHY
164	CHAPTER 13: PERFORMANCE COMPLIANCE METHODS GENERAL COMMENTS PURPOSE SECTION 1301 GENERAL
169	EQUATION 13-1 EQUATION 13-2
170	EQUATION 13-3 EQUATION 13-4 EQUATION 13-5
171	COMMENTARY FIGURE 1301.6.2.2(1) ALLOWABLE AREA—SINGLE-OCCUPANCY BUILDING
172	COMMENTARY FIGURE 1301.6.2.2(2) ALLOWABLE AREA—MIXED-OCCUPANCY BUILDING
173	TABLE 1301.6.3 COMPARTMENTATION VALUES
174	TABLE 1301.6.4 SEPARATION VALUES
175	COMMENTARY FIGURE 1301.6.4.1(1) DWELLING UNIT SEPARATION COMMENTARY FIGURE 1301.6.4.1(2) TENANT SEPARATION
176	TABLE 1301.6.5 CORRIDOR WALL VALUES COMMENTARY FIGURE 1301.6.5.1(1) CORRIDOR WALL VALUES—CATEGORY A
177	COMMENTARY FIGURE 1301.6.5.1(2) CORRIDOR WALL VALUES—CATEGORY B
178	TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 13-6
179	TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
180	TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
181	TABLE 1301.6.10 SMOKE CONTROL VALUES
183	TABLE 1301.6.11 MEANS OF EGRESS VALUES
184	COMMENTARY FIGURE 1301.6.11(1) MEANS-OF-EGRESS VALUES—CATEGORY B COMMENTARY FIGURE 1301.6.11(2) MEANS-OF-EGRESS VALUES—CATEGORY A
185	TABLE 1301.6.12 DEAD-END VALUES
186	EQUATION 13-7 COMMENTARY FIGURE 1301.6.12.1(1) TYPICAL DEAD-END CORRIDOR COMMENTARY FIGURE 1301.6.12.1(2) DEAD-END VALUES—CATEGORY B
187	COMMENTARY FIGURE 1301.6.12.1(3) DEAD-END VALUES—CATEGORY A COMMENTARY FIGURE 1301.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP S-1
188	TABLE 1301.6.14 ELEVATOR CONTROL VALUES COMMENTARY FIGURE 1301.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP B COMMENTARY FIGURE 1301.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP R
189	TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
190	TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
192	TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
193	TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
194	TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
195	TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES TABLE 1301.6.21.1 CARE RECIPIENT ABILITY VALUES
196	TABLE 1301.6.21.2 CARE RECIPIENT CONCENTRATION VALUES TABLE 1301.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES
197	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
198	TABLE 1301.8 MANDATORY SAFETY SCORESa TABLE 1301.9 EVALUATION FORMULASa
199	COMMENTARY FIGURE 1301.9 EXAMPLE OF EVALUATION FORMULAS
200	BIBLIOGRAPHY
202	CHAPTER 14: RELOCATED OR MOVED BUILDINGS GENERAL COMMENTS PURPOSE SECTION 1401 GENERAL
203	SECTION 1402 REQUIREMENTS
206	CHAPTER 15: CONSTRUCTION SAFEGUARDS GENERAL COMMENTS PURPOSE SECTION 1501 GENERAL
207	[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
209	SECTION 1502 PROTECTION OF ADJOINING PROPERTY
210	SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS SECTION 1505 MEANS OF EGRESS
211	SECTION 1506 STANDPIPES SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
212	SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
214	CHAPTER16: REFERENCED STANDARDS GENERAL COMMENTS PURPOSE
215	COMMENTARY FIGURE 16 REFERENCED STANDARDS
216	ASCE/SEI ASHRAE ASME ASTM
217	ICC NFPA
218	UL
220	APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY – BEARING WALL BUILDINGS GENERAL COMMENTS
221	SECTION A101 PURPOSE SECTION A102 SCOPE [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS
223	SECTION A104 SYMBOLS AND NOTATIONS
224	SECTION A105 GENERAL REQUIREMENTS
225	SECTION A106 MATERIALS REQUIREMENTS
226	EQUATION A1-1
227	EQUATION A1-2
228	SECTION A107 QUALITY CONTROL
229	SECTION A108 DESIGN STRENGTHS EQUATION A1-3 EQUATION A1-4
230	[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
231	[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A109 ANALYSIS AND DESIGN PROCEDURE
232	SECTION A110 GENERAL PROCEDURE EQUATION A1-5
233	[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS SECTION A111 SPECIAL PROCEDURE
234	EQUATION A1-6
235	[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
236	EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 EQUATION A1-10
237	EQUATION A1-11 EQUATION A1-12 [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp EQUATION A1-13 EQUATION A1-14
238	EQUATION A1-15
239	EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-20
240	EQUATION A1-21 EQUATOIN A1-22 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
241	EQUATION A1-23 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
243	[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
244	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS BIBLIOGRAPHY
246	CHAPTER A2: EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS GENERAL COMMENTS
247	SECTION A201 PURPOSE SECTION A202 SCOPE
248	SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS
249	SECTION A206 ANALYSIS AND DESIGN
255	SECTION A207 MATERIALS OF CONSTRUCTION BIBLIOGRAPHY
258	CHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT WOOD-FRAME RESIDENTIAL BUILDINGS GENERAL COMMENTS PURPOSE
259	SECTION A301 GENERAL
261	SECTION A302 DEFINITIONS
262	SECTION A303 STRUCTURAL WEAKNESSES
264	SECTION A304 STRENGTHENING REQUIREMENTS
265	[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
267	[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
268	[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
269	[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
270	[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
271	[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
272	[BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM [BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
273	[BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
274	[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATION
275	[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
276	[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
278	[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
279	[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
280	[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
281	[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
283	BIBLIOGRAPHY
286	CHAPTER A4: EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS GENERAL COMMENTS PURPOSE
287	SECTION A401 GENERAL
288	SECTION A402 DEFINITIONS
289	COMMENTARY FIGURE A402 OPEN FRONT WALL LINE—EXCESSIVE CANTILEVER CALCULATION SECTION A403 ANALYSIS AND DESIGN
295	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY COMMENTARY FIGURE A404.1 SECTION A404 DEFINITIONS
297	SECTION A405 MATERIALS OF CONSTRUCTION
298	SECTION A406 CONSTRUCTION DOCUMENTS
299	SECTION A407 QUALITY CONTROL BIBLIOGRAPHY
302	CHAPTER A5: REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS TABLE A501.1 REFERENCED STANDARDS TABLE A501.1—continued REFERENCED STANDARDS
304	APPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES GENERAL COMMENTS PURPOSE SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
305	SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS SECTION B103 DWELLING UNITS AND SLEEPING UNITS
306	SECTION B104 REFERENCED STANDARDS [BE] TABLE B104.1 REFERENCED STANDARDS
308	APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS GENERAL COMMENTS PURPOSE CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
309	SECTION C101 GENERAL SECTION C102 DEFINITIONS SECTION C103 MATERIALS OF CONSTRUCTION
310	[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
311	[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE [BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
313	[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
314	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
315	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
316	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
317	[BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME)
318	[BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
319	[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
320	[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
321	[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
322	[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
323	[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
324	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
325	[BS] FIGURE C104.3.4 NAIL PLATE FASTENING
326	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
327	[BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD [BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD [BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES
328	[BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW
330	CHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS GENERAL COMMENTS PURPOSE
331	SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
332	CHAPTER C3: REFERENCED STANDARDS SECTION C301 REFERENCED STANDARDS [BS] TABLE C301.1 REFERENCED STANDARDS
334	APPENDIX D: BOARD OF APPEALS GENERAL COMMENTS PURPOSE SECTION D101 GENERAL
338	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
339	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
340	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
341	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
342	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
343	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
344	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
346	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
348	3.3“ THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
349	FIGURE 3 MODIFICATION DETAILS
350	4 SUMMARY
352	APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS
354	PURPOSE AND PROCEDURE
355	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
356	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
357	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
358	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
359	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
360	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
361	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
362	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
363	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
364	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
365	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
366	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
367	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
368	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
369	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
370	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
371	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
372	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
373	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
374	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
375	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
376	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
377	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
378	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
379	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
380	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
381	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
382	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
383	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
384	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
385	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
386	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
387	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
388	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
389	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
390	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
391	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
392	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
393	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
394	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
395	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
396	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
397	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
398	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
399	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
400	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
401	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
402	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
403	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
404	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
405	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
406	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
407	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
408	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
409	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
410	FIGURE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
411	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
412	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
413	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″
414	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
415	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
416	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
417	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
418	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″
419	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
420	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
421	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″
422	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″
423	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″
424	TABLE 2.2 ROUND CAST IRON COLUMNS
425	FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
426	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
427	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
428	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″
429	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
430	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
431	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
432	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
433	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
434	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″
435	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
436	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″
437	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
438	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″
439	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″
440	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″
441	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″
442	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
443	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
444	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
445	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
446	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
447	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
448	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
449	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
450	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
451	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
452	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
453	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
454	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
455	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
456	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
457	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
458	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
459	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
460	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
461	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
462	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
463	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
464	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
465	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
466	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
467	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″
468	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
469	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
470	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
471	BIBLIOGRAPHY
478	INDEX
484	ADDITIONAL CODE RESOURCES FROM ICC
485	ICC DIGITAL CODES PREMIUM
486	ICC EVALUATION SERVICE
487	S.K. GHOSH ASSOCIATES LLC

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ICC	2021


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Standard Title	International Existing Building Code and Commentary
Published Code	ICC
Publication Date	2021

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