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ICC IEBC Commentary 2015

ICC IEBC Commentary 2015

$70.42

International Existing Building Code and Commentary

Published By Publication Date Number of Pages
ICC 2015 499
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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 2015 International Existing Building CodeÂŽ (IEBCÂŽ).

PDF Catalog

PDF Pages PDF Title
1 2015 IEBCÂŽ CODE AND COMMENTARY
2 2015 IEBCÂŽ CODE AND COMMENTARY TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
8 CHAPTER 1 SCOPE AND ADMINISTRATION
GENERAL COMMENTS
PURPOSE
9 PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
10 SECTION 102 APPLICABILITY
11 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
16 SECTION 105 PERMITS
19 SECTION 106 CONSTRUCTION DOCUMENTS
22 SECTION 107 TEMPORARY STRUCTURES AND USES
23 SECTION 108 FEES
24 SECTION 109 INSPECTIONS
26 SECTION 110 CERTIFICATE OF OCCUPANCY
27 SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
28 SECTION 113 VIOLATIONS
29 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
30 SECTION 116 EMERGENCY MEASURES
31 SECTION 117 DEMOLITION
BIBLIOGRAPHY
32 CHAPTER 2 DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
38 CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
GENERAL COMMENTS
39 PURPOSE
SECTION 301 ADMINISTRATION
40 FIGURE 301.1.4(1) RISK CATEGORIES AND IMPORTANCE FACTORS
41 FIGURE 301.1.4(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE
FIGURE 301.1.4(3) FEMA 356 REHABILITATION OBJECTIVES
42 FIGURE 301.1.4(4) BASIC SAFETY OBJECTIVES (BSO)
43 FIGURE 301.1.4(5) FEMA 356 REHABILITATION PROCESS
44 TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
45 TABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
SECTION 302 GENERAL PROVISIONS
47 BIBLIOGRAPHY
48 CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD
GENERAL COMMENTS
PURPOSE
SECTION 401 GENERAL
49 SECTION 402 ADDITIONS
50 FIGURE 402.1 EXISTING BUILDING WITH ADDITION
52 SECTION 403 ALTERATIONS
FIGURE 403.1 PROPOSED CORRIDOR EXTENSION
56 SECTION 404 REPAIRS
59 SECTION 405 FIRE ESCAPES
61 SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
62 SECTION 407 CHANGE OF OCCUPANCY
63 SECTION 408 HISTORIC BUILDINGS
64 SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
70 TABLE 410.8.5 RAMPS
73 BIBLIOGRAPHY
76 CHAPTER 5 CLASSIFICATION OF WORK
GENERAL COMMENTS
PURPOSE
SECTION 501 GENERAL
SECTION 502 REPAIRS
77 SECTION 503 ALTERATION—LEVEL 1
SECTION 504 ALTERATION—LEVEL 2
SECTION 505 ALTERATION—LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
78 SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
80 CHAPTER 6 REPAIRS
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
81 SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
84 SECTION 607 ELECTRICAL
85 SECTION 608 MECHANICAL
86 SECTION 609 PLUMBING
BIBLIOGRAPHY
88 CHAPTER 7 ALTERATIONS LEVEL 1
GENERAL COMMENTS
PURPOSE
SECTION 701 GENERAL
89 FIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM
SECTION 702 BUILDING ELEMENTS AND MATERIALS
90 FIGURE 702.4(1) HEIGHT OF OPENING FROM FLOOR
91 FIGURE 702.4(2) HEIGHT OF OPENING FROM FINISHED GRADE
92 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
94 TABLE 705.1.4 RAMPS
98 SECTION 706 REROOFING
99 SECTION 707 STRUCTURAL
101 FIGURE 707.3.1 MASONRY PARAPET BRACE
SECTION 708 ENERGY CONSERVATION
BIBLIOGRAPHY
104 CHAPTER 8 ALTERATIONS LEVEL 2
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL
105 FIGURE 801.1 RECONFIGURED SPACE
106 SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
109 FIGURE 803.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS
111 SECTION 804 FIRE PROTECTION
113 FIGURE 804.2.2.1 EXAMPLE 804.2.2.1
116 SECTION 805 MEANS OF EGRESS
120 FIGURE 805.3.3 MAIN ENTRANCE—GROUP A
FIGURE 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE
121 FIGURE 805.4.2 DOOR SWING
122 FIGURE 805.4.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING
127 FIGURE 805.9.2 HANDRAILS
128 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
130 SECTION 808 ELECTRICAL
131 FIGURE 808.3 RESIDENTIAL OCCUPANCY ELECTRICAL
SECTION 809 MECHANICAL
132 SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
133 FIGURE 810.1 MINIMUM PLUMBING FIXTURES
134 CHAPTER 9 ALTERATIONS LEVEL 3
GENERAL COMMENTS
PURPOSE
SECTION 901 GENERAL
135 SECTION 902 SPECIAL USE AND OCCUPANCY
136 SECTION 903 BUILDING ELEMENTS AND MATERIALS
137 SECTION 904 FIRE PROTECTION
138 FIGURE 904.1.1 HIGH-RISE BUILDINGS
139 FIGURE 904.1.2 RUBBISH AND LINEN CHUTES
140 SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
143 SECTION 908 ENERGY CONSERVATION
144 CHAPTER 10 CHANGE OF OCCPANCY
GENERAL COMMENTS
PURPOSE
SECTION 1001 GENERAL
145 SECTION 1002 SPECIAL USE AND OCCUPANCY
146 SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
148 SECTION 1008 ELECTRICAL
149 SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
150 SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
152 TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
153 TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
154 TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
157 BIBLIOGRAPHY
158 CHAPTER 11 ADDITIONS
GENERAL COMMENTS
PURPOSE
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
159 FIGURE 1102.2(1) EXISTING BUILDING WITH ADDITION
160 SECTION 1103 STRUCTURAL
161 FIGURE 1103.3.2 HORIZONTAL ADDITIONS
162 FIGURE 1103.4 DRIFTING SNOW DUE TO AN ADDITION
163 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
164 SECTION 1106 ENERGY CONSERVATION
166 CHAPTER 12 HISTORIC BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1201 GENERAL
167 SECTION 1202 REPAIRS
168 SECTION 1203 FIRE SAFETY
169 SECTION 1204 ALTERATIONS
170 SECTION 1205 CHANGE OF OCCUPANCY
172 SECTION 1206 STRUCTURAL
173 BIBLIOGRAPHY
174 CHAPTER 13 RELOCATED OR MOVED BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
178 CHAPTER 14 PERFORMANCE COMPLIANCE METHODS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
183 EQUATION 14-1
EQUATION 14-2
184 EQUATION 14-3
185 EQUATION 14-4
186 FIGURE 1401.6.2.2(1) ALLOWABLE AREA—SINGLE-OCCUPANCY BUILDING
187 FIGURE 1401.6.2.2(2) ALLOWABLE AREA—MIXED-OCCUPANCY BUILDING
188 TABLE 1401.6.3 COMPARTMENTATION VALUES
189 TABLE 1401.6.4 SEPARATION VALUES
FIGURE 1401.6.4.1(1) DWELLING UNIT SEPARATION
190 FIGURE 1401.6.4.1(2) TENANT SEPARATION
191 TABLE 1401.6.5 CORRIDOR WALL VALUES
FIGURE 1401.6.5.1(1) CORRIDOR WALL VALUES—CATEGORY A
192 TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
FIGURE 1401.6.5.1(2) CORRIDOR WALL VALUES—CATEGORY B
193 TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
194 TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
195 TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
196 TABLE 1401.6.10 SMOKE CONTROL VALUES
198 TABLE 1401.6.11 MEANS OF EGRESS VALUES
199 FIGURE 1401.6.11(1) MEANS-OF-EGRESS VALUES—CATEGORY B
FIGURE 1401.6.11(2) MEANS-OF-EGRESS VALUES—CATEGORY A
201 TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
202 FIGURE 1401.6.12.1(1) TYPICAL DEAD-END CORRIDOR
FIGURE 1401.6.12.1(2) DEAD-END VALUES—CATEGORY B
203 TABLE 1401.6.14 ELEVATOR CONTROL VALUES
FIGURE 1401.6.12.1(3) DEAD-END VALUES—CATEGORY A
FIGURE 1401.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP S-1
204 FIGURE 1401.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP B
FIGURE 1401.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP R
205 TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
206 TABLE 1401.6.16 MIXED OCCUPANCY VALUES
208 TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
209 TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
211 TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
212 TABLE 1401.6.21.1 PATIENT ABILITY VALUES
TABLE 1401.6.21.2 PATIENT CONCENTRATION VALUES
TABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
213 TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
214 TABLE 1401.8 MANDATORY SAFETY SCORES
TABLE 1401.9 EVALUATION FORMULAS
215 FIGURE 1401.9 EXAMPLE OF EVALUATION FORMULAS
216 BIBLIOGRAPHY
218 CHAPTER 15 CONSTRUCTION SAFEGUARDS
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL
219 [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
221 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
222 SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
223 SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
224 CHAPTER 16 REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE
225 FIGURE 16 REFERENCED STANDARDS
226 ASCE/SEI
ASHRAE
ASME
ASTM
227 ICC
228 NFPA
UL
230 APPENDIX A GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDING
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
GENERAL
231 SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
233 SECTION A104 SYMBOLS AND NOTATIONS
234 SECTION A105 GENERAL REQUIREMENTS
235 SECTION A106 MATERIALS REQUIREMENTS
236 EQUATION A1-1
EQUATION A1-2
237 EQUATION A1-3
239 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
240 EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
241 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
242 SECTION A111 SPECIAL PROCEDURE
243 EQUATION A1-8
245 EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
246 EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
247 EQUATION A1-17
248 EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
249 EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
250 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
252 SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
BIBLIOGRAPHY
253 [BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
254 TABLE A1-C HORIZONTAL FORCE FACTOR, Cp
[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
255 [BS] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
[BS] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
[BS] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
256 [BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
257 [BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
258 CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
259 SECTION A202 SCOPE
260 SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
261 SECTION A206 ANALYSIS AND DESIGN
266 SECTION A207 MATERIALS OF CONSTRUCTION
BIBLIOGRAPHY
268 CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAM RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
271 SECTION A302 DEFINITIONS
272 SECTION A303 STRUCTURAL WEAKNESSES
274 SECTION A304 STRENGTHENING REQUIREMENTS
283 BIBLIOGRAPHY
284 [BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
285 [BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
286 [BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
287 [BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
288 [BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
289 [BS] FIGURE A3-4 B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[BS] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
290 [BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
291 [BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
292 [BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
293 [BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
294 [BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
295 [BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
296 [BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
297 [BS] FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
298 CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAMED RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
300 SECTION A402 DEFINITIONS
301 FIGURE A402 OPEN FRONT WALL LINE—EXCESSIVE CANTILEVER CALCULATION
302 SECTION A403 ANALYSIS AND DESIGN
303 FIGURE A403.2 20-PERCENT EXCEPTION CALCULATION
306 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
307 FIGURE A404.1 SECTION A404 DEFINITIONS
309 SECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
310 SECTION A407 QUALITY CONTROL
BIBLIOGRAPHY
312 CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS
PURPOSE
313 SECTION A501 PURPOSE
SECTION A502 SCOPE
314 SECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION
315 SECTION A505 TIER 1 ANALYSIS PROCEDURE
SECTION A506 TIER 2 ANALYSIS PROCEDURE
317 EQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE
318 BIBLIOGRAPHY
320 CHAPTER A6 REFERENCED STANDARDS
ASCE/SEI
ASTM
ICC
322 APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
GENERAL COMMENTS
PURPOSE
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
323 SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
324 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
326 APPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGHT WIND AREAS
GENERAL COMMENTS
PURPOSE
327 SECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION
328 [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
[BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
329 SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
330 [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
331 [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
332 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
333 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
334 [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
335 [BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME)
[BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
337 [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
338 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
339 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
340 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
341 [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
342 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
343 [BS] FIGURE C104.3.4 NAIL PLATE FASTENING
344 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
345 [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
346 [BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES
[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
348 CHAPTER C2 ROOF DECK FASTENING FOR HIGH WIND AREAS
GENERAL COMMENTS
PURPOSE
349 SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
350 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
351 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
352 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
353 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
354 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
355 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
356 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
358 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
360 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
361 FIGURE 3 MODIFICATION DETAILS
362 4 SUMMARY
364 APPENDIX
RESOURCE A TABLE OF CONTENTS
367 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
368 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
369 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
370 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
371 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
372 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
373 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
374 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
375 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
376 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
377 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
378 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
379 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
380 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
381 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
382 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
383 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
384 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
385 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
386 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
387 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
388 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
389 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
390 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
391 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
392 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
393 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
394 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
395 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
396 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
397 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
398 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
399 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
400 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
401 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
402 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
403 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
404 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
405 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
406 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
407 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
408 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
409 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
410 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
411 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
412 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
413 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
414 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
415 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
416 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
417 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
418 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
419 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
420 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
421 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
422 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
423 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
424 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
425 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″
426 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
427 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
428 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
429 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
430 FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.1.5 REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 16″ TO LESS THAN 18″
431 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
432 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
433 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″
434 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″
435 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″
436 TABLE 2.2 ROUND CAST IRON COLUMNS
437 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
438 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″
439 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
440 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″
441 TABLE 2.5.1.3—continue STEEL COLUMNS—CONCRETE ENCASEMENT MINIMUM DIMENSION 8″ TO LESS THAN 10″
442 FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″
443 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
444 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
445 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
446 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″
447 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
448 FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14″ TO LESS THAN 16″
449 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
450 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″
451 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″
452 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″
453 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 2.5.4.4STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
454 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
455 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
456 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
457 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
458 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
459 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
460 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
461 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
462 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
463 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
464 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
465 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
466 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
467 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
468 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
469 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
470 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
471 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
472 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
473 SECTION IV BEAMS
TABLE 4.1.1
REINFORCED CONCRETE BEAMS
DEPTH 10″ TO LESS THAN 12″
474 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
475 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
476 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
477 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
478 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
479 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″
480 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
481 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
482 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
483 BIBLIOGRAPHY
490 INDEX
496 ICC PLAN REVIEW SERVICES
497 MEMBER BENEFITS
498 ICC EVALUATION SERVICE
499 2015 I-CODE ESSENTIALS

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ICC IEBC Commentary 2015
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