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ICC IEBC Commentary 2018 1stPrint

ICC IEBC Commentary 2018 1stPrint

$70.42

International Existing Building Code and Commentary

Published By Publication Date Number of Pages
ICC 2018 489
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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 2018 International Existing Building CodeÂŽ (IEBCÂŽ).

PDF Catalog

PDF Pages PDF Title
1 2018 IEBCÂŽ CODE AND COMMENTARY
2 2018 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 ADMINISTRATION
SECTION 101 GENERAL
10 SECTION 102 APPLICABILITY
11 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
12 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
28 SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
29 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
30 SECTION 116 EMERGENCY MEASURES
31 SECTION 117 DEMOLITION
32 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 COMMENTARY FIGURE 301.5 COMPARISON OF TURNING SPACE REQUIREMENTS FOR NEW AND EXISTING BUILDINGS
43 SECTION 302 GENERAL PROVISIONS
44 SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
45 COMMENTARY FIGURE 303.3(1) RISK CATEGORIES AND IMPORTANCE FACTORS
46 COMMENTARY FIGURE 303.3(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE
47 COMMENTARY FIGURE 303.3(3) FEMA 356 REHABILITATION OBJECTIVES
COMMENTARY FIGURE 303.3(4) BASIC SAFETY OBJECTIVES (BSO)
48 COMMENTARY FIGURE 303.3(5) FEMA 356 REHABILITATION PROCESS
49 [BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
50 [BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 304 IN-SITU LOAD TESTS
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
57 TABLE 305.8.5 RAMPS
60 BIBLIOGRAPHY
62 CHAPTER 4: REPAIRS
GENERAL COMMENTS
PURPOSE
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
63 SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
66 SECTION 406 ELECTRICAL
67 SECTION 407 MECHANICAL
SECTION 408 PLUMBING
68 BIBLIOGRAPHY
70 CHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD
GENERAL COMMENTS
PURPOSE
SECTION 501 GENERAL
71 SECTION 502 ADDITIONS
72 COMMENTARY FIGURE 502.1 EXISTING BUILDING WITH ADDITION
74 SECTION 503 ALTERATIONS
75 COMMENTARY FIGURE 503.1 PROPOSED CORRIDOR EXTENSION
80 SECTION 504 FIRE ESCAPES
81 SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
83 SECTION 506 CHANGE OF OCCUPANCY
85 SECTION 507 HISTORIC BUILDINGS
88 CHAPTER 6: CLASSIFICATION OF WORK
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL
SECTION 602 ALTERATION—LEVEL 1
SECTION 603 ALTERATION—LEVEL 2
89 SECTION 604 ALTERATION—LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
90 SECTION 608 RELOCATED BUILDINGS
92 CHAPTER 7: ALTERRATIONS-LEVEL 1
GENERAL COMMENTS
PURPOSE
SECTION 701 GENERAL
93 COMMENTARY FIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM
SECTION 702 BUILDING ELEMENTS AND MATERIALS
94 COMMENTARY FIGURE 702.4(1) HEIGHT OF OPENING FROM FLOOR
95 COMMENTARY FIGURE 702.4(2) HEIGHT OF OPENING FROM FINISHED GRADE
96 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
98 SECTION 706 STRUCTURAL
99 COMMENTARY FIGURE 706.3.1 MASONRY PARAPET BRACE
100 SECTION 707 ENERGY CONSERVATION
BIBLIOGRAPHY
102 CHAPTER 8: ALTERATIONS-LEVEL 2
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL
103 COMMENTARY FIGURE 801.1 RECONFIGURED SPACE
104 SECTION 802 BUILDING ELEMENTS AND MATERIALS
107 COMMENTARY FIGURE 802.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS
109 SECTION 803 FIRE PROTECTION
111 COMMENTARY FIGURE 803.2.2.1 EXAMPLE 803.2.2.1
113 SECTION 804 CARBON MONOXIDE DETECTION
114 SECTION 805 MEANS OF EGRESS
115 TABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
116 TABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
119 COMMENTARY FIGURE 805.3.3 MAIN ENTRANCE—GROUP A
COMMENTARY FIGURE 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE
120 COMMENTARY FIGURE 805.4.2 DOOR SWING
121 COMMENTARY FIGURE 805.4.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING
126 COMMENTARY FIGURE 805.9.2 HANDRAILS
127 SECTION 806 STRUCTURAL
128 SECTION 807 ELECTRICAL
129 COMMENTARY FIGURE 807.3 RESIDENTIAL OCCUPANCY ELECTRICAL
130 SECTION 808 MECHANICAL
SECTION 809 PLUMBING
131 COMMENTARY FIGURE 809.1 MINIMUM PLUMBING FIXTURES
132 SECTION 810 ENERGY CONSERVATION
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 COMMENTARY FIGURE 904.1.1 HIGH-RISE BUILDINGS
139 COMMENTARY FIGURE 904.1.2 RUBBISH AND LINEN CHUTES
140 SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
142 SECTION 907 ENERGY CONSERVATION
144 CHAPTER 10: CHANGE OF OCCUPANCY
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 STRUCTURAL
148 SECTION 1007 ELECTRICAL
149 SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
150 SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
152 TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
153 TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
154 TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
156 BIBLIOGRAPHY
158 CHAPTER 11: ADDITIONS
GENERAL COMMENTS
PURPOSE
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
159 COMMENTARY FIGURE 1102.2(1) EXISTING BUILDING WITH ADDITION
160 SECTION 1103 STRUCTURAL
161 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R
162 SECTION 1106 STORM SHELTERS
163 SECTION 1107 ENERGY CONSERVATION
164 CHAPTER 12: HISTORIC BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1201 GENERAL
165 SECTION 1202 REPAIRS
166 SECTION 1203 FIRE SAFETY
167 SECTION 1204 CHANGE OF OCCUPANCY
169 SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
BIBLIOGRAPHY
170 CHAPTER 13: PERFOMANCE COMPLIANCE METHODS
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL
175 EQUATION 13-1
EQUATION 13-2
176 EQUATION 13-3
177 EQUATION 13-4
COMMENTARY FIGURE 1301.6.2.2(1) ALLOWABLE AREA—SINGLE-OCCUPANCY BUILDING
178 COMMENTARY FIGURE 1301.6.2.2(2) ALLOWABLE AREA—MIXED-OCCUPANCY BUILDING
180 TABLE 1301.6.3 COMPARTMENTATION VALUES
181 TABLE 1301.6.4 SEPARATION VALUES
COMMENTARY FIGURE 1301.6.4.1(1) DWELLING UNIT SEPARATION
182 TABLE 1301.6.5 CORRIDOR WALL VALUES
COMMENTARY FIGURE 1301.6.4.1(2) TENANT SEPARATION
183 COMMENTARY FIGURE 1301.6.5.1(1) CORRIDOR WALL VALUES—CATEGORY A
184 TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
COMMENTARY FIGURE 1301.6.5.1(2) CORRIDOR WALL VALUES—CATEGORY B
185 EQUATION 13-5
186 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
187 TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
188 TABLE 1301.6.10 SMOKE CONTROL VALUES
190 TABLE 1301.6.11 MEANS OF EGRESS VALUESa
191 COMMENTARY FIGURE 1301.6.11(1) MEANS-OF-EGRESS VALUES—CATEGORY B
192 TABLE 1301.6.12 DEAD-END VALUES
COMMENTARY FIGURE 1301.6.11(2) MEANS-OF-EGRESS VALUES—CATEGORY A
193 EQUATION 13-6
COMMENTARY FIGURE 1301.6.12.1(1) TYPICAL DEAD-END CORRIDOR
COMMENTARY FIGURE 1301.6.12.1(2) DEAD-END VALUES—CATEGORY B
194 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
195 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
196 TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
197 TABLE 1301.6.16 MIXED OCCUPANCY VALUES
199 TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
201 TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
202 TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
203 TABLE 1301.6.21.1 PATIENT ABILITY VALUES
TABLE 1301.6.21.2 PATIENT CONCENTRATION VALUES
204 TABLE 1301.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
205 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
206 COMMENTARY FIGURE 1301.9 EXAMPLE OF EVALUATION FORMULAS
TABLE 1301.9 EVALUATION FORMULASa
207 BIBLIOGRAPHY
208 CHAPTER 14: RELOCATED OR MOVED BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
212 CHAPTER 15: CONSTRUCTION SAFEGUARDS
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL
213 [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
215 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
216 SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES
217 SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
218 SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
220 CHAPTER 16: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE
221 COMMENTARY FIGURE 16 REFERENCED STANDARDS
222 ASCE/SEI
ASHRAE
ASME
ASTM
223 ICC
NFPA
224 UL
226 APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY-BEARING WALL BUILDINGS
GENERAL COMMENTS
227 SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
229 SECTION A104 SYMBOLS AND NOTATIONS
230 SECTION A105 GENERAL REQUIREMENTS
231 SECTION A106 MATERIALS REQUIREMENTS
232 EQUATION A1-1
233 EQUATION A1-2
234 SECTION A107 QUALITY CONTROL
235 SECTION A108 DESIGN STRENGTHS
236 EQUATION A1-3
EQUATION A1-4
237 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5
238 SECTION A111 SPECIAL PROCEDURE
239 EQUATION A1-6
240 EQUATION A1-7
EQUATION A1-8
241 EQUAITON A1-9
EQUATION A1-10
242 EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
243 EQUATION A1-16
EQUATION A1-17
244 SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
245 EQUATION A1-23
SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
248 [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
249 [BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
250 [BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
251 [BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
[BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
[BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
252 [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
253 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
254 CHAPTER A2: EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
GENERAL COMMENTS
255 PURPOSE
SECTION A201 PURPOSE
SECTION A202 SCOPE
256 SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
257 SECTION A206 ANALYSIS AND DESIGN
262 SECTION A207 MATERIALS OF CONSTRUCTION
BIBLIOGRAPHY
264 CHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
GENERAL COMMENTS
265 PURPOSE
SECTION A301 GENERAL
267 SECTION A302 DEFINITIONS
268 SECTION A303 STRUCTURAL WEAKNESSES
270 SECTION A304 STRENGTHENING REQUIREMENTS
279 BIBLIOGRAPHY
280 [BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
281 [BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
282 [BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
283 [BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
284 [BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
285 [BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
286 [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
287 [BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATION
288 [BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
289 [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
290 [BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
291 [BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
292 [BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
293 [BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
294 CHAPTER A4: EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
GENERAL COMMENTS
PURPOSE
295 SECTION A401 GENERAL
296 SECTION A402 DEFINITIONS
297 COMMENTARY FIGURE A402 OPEN FRONT WALL LINE—EXCESSIVE CANTILEVER CALCULATION
298 SECTION A403 ANALYSIS AND DESIGN
299 COMMENTARY FIGURE A403.2 20-PERCENT EXCEPTION CALCULATION
302 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
303 COMMENTARY FIGURE A404.1 SECTION A404 DEFINITIONS
305 SECTION A405 MATERIALS OF CONSTRUCTION
306 SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
307 BIBLIOGRAPHY
308 CHAPTER A5: REFERENCED STANDARDS
ASCE/SEI
ASTM
ICC
310 APPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
GENERAL COMMENTS
PURPOSE
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
311 SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
312 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
314 APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
GENERAL COMMENTS
PURPOSE
315 SECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION
316 [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
317 SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
318 [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
319 [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
320 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
321 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
322 [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
323 [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)
325 [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
326 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
327 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
328 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
329 [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
330 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
331 [BS] FIGURE C104.3.4 NAIL PLATE FASTENING
332 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
333 [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
334 [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
336 CHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS
GENERAL COMMENTS
PURPOSE
337 SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
338 SECTION C203 REFERENCED STANDARDS
340 RESOURCE A GUIDELINES ON FIRE RATINGS OFARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
341 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
342 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
343 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
344 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
345 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
346 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
348 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
350 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
351 FIGURE 3 MODIFICATION DETAILS
352 4 SUMMARY
354 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
356 PURPOSE AND PROCEDURE
357 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
358 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
359 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
360 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 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 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
366 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
367 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 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 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
371 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
372 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 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 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
379 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
380 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
381 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
382 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
383 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
384 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 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 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
389 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
390 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
391 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
392 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
393 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
394 TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4″ THICK
395 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
396 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
397 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
398 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
399 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
400 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
401 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO ESS THAN 4″ THICK
402 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
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 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
409 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
410 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
411 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
412 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
413 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
414 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
415 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″
416 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
417 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
418 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
419 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
420 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″
421 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
422 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
423 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″
424 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″
425 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″
426 TABLE 2.2 ROUND CAST IRON COLUMNS
427 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
428 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″
429 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
430 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″
431 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
432 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″
433 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
434 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
435 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
436 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″
437 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
438 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″
439 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
440 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″
441 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″
442 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″
443 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″
444 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 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 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
449 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
450 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 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 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
455 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
456 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
457 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
458 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
459 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
460 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
461 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
462 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
463 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
464 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
465 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
466 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
467 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
468 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
469 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″
470 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
471 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
472 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
473 BIBLIOGRAPHY
480 INDEX
486 ICC EVALUATION SERVICE
487 ICC MEMBERSHIP
488 ICC ASSESSMENT CENTER
489 ICC DIGITAL LIBRARY
ICC IEBC Commentary 2018 1stPrint
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