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ICC IEBC 2015 2nd

ICC IEBC 2015 2nd

$50.92

International Existing Building Code, 2nd Edition

Published By Publication Date Number of Pages
ICC 2015 327
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Contains requirements intended to encourage the use and reuse of existing buildings. The scope covers repair, alteration, addition and change of occupancy for existing buildings and historic buildings, while achieving appropriate levels of safety without requiring full compliance with the new construction requirements contained in the other I-Codes

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PDF Pages PDF Title
1 2015 INTERNATIONAL EXISTING BUILDING CODE
2 2015 IEBCÂŽ INTERNATIONAL EXISTING BUILDING CODEÂŽ TITLE PAGE
3 COPYRIGHT
4 PREFACE
8 EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
12 LEGISLATION
14 TABLE OF CONTENTS
18 CHAPTER 1: SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
19 SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
20 SECTION 105 PERMITS
22 SECTION 106 CONSTRUCTION DOCUMENTS
23 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
24 SECTION 109 INSPECTIONS
25 SECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
26 SECTION 113 VIOLATIONS
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES
27 SECTION 117 DEMOLITION
28 CHAPTER 2: DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
30 CHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
31 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
32 CHAPTER 4: PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS
33 SECTION 403 ALTERATIONS
35 SECTION 404 REPAIRS
36 SECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
37 SECTION 407 CHANGE OF OCCUPANCY
SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
39 TABLE 410.8.5 RAMPS
42 CHAPTER 5: CLASSIFICATION OF WORK
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION—LEVEL 1
SECTION 504 ALTERATION—LEVEL 2
SECTION 505 ALTERATION—LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
44 CHAPTER 6: REPAIRS
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
45 SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
46 SECTION 609 PLUMBING
48 CHAPTER 7: ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
49 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
TABLE 705.1.4 RAMPS
50 SECTION 706 REROOFING
51 SECTION 707 STRUCTURAL
SECTION 708 ENERGY CONSERVATION
52 CHAPTER 8: ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
54 SECTION 804 FIRE PROTECTION
56 SECTION 805 MEANS OF EGRESS
60 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
61 SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
62 CHAPTER 9: ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
63 SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
64 SECTION 908 ENERGY CONSERVATION
66 CHAPTER 10: CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
67 SECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL
68 SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
69 TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
70 TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
72 CHAPTER 11: ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
73 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
74 SECTION 1106 ENERGY CONSERVATION
76 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
77 SECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY
78 SECTION 1206 STRUCTURAL
80 CHAPTER 13: RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
82 CHAPTER 14: PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL
83 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
84 EQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
85 TABLE 1401.6.5 CORRIDOR WALL VALUES
TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
86 TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
87 TABLE 1401.6.10 SMOKE CONTROL VALUES
TABLE 1401.6.11 MEANS OF EGRESS VALUESa
88 TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES
89 TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUES
TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
90 TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
91 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
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa
92 TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
94 CHAPTER 15: CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
TABLE 1501.6 PROTECTION OF PEDESTRIANS
95 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
96 SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
98 CHAPTER 16: REFERENCED STANDARDS
ASCE/SEI
ASHRAE
ASME
ASTM
99 ICC
100 NFPA
UL
102 APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS
103 SECTION A105 GENERAL REQUIREMENTS
104 SECTION A106 MATERIALS REQUIREMENTS
105 EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
106 SECTION A107 QUALITY CONTROL
107 SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-6
EQUATION A1-5
108 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
EQUATION A1-8
109 EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
110 EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
112 SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
[BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
[BS] TABLE A1-C HORIZONTAL FORCE FACTOR,
113 [BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
114 [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
115 [BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
116 [BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
118 CHAPTER A2: EARTHQUAKE HAZARD REDUCTION INEXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
119 SECTION A206 ANALYSIS AND DESIGN
120 SECTION A207 MATERIALS OF CONSTRUCTION
122 CHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS
123 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
126 [BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
127 [BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
128 [BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
129 [BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
130 [BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION— WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
131 [BS] FIGURE A3-4B 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
132 [BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
133 [BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
134 [BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
135 [BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
136 [BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
137 [BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
138 [BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
139 [BS] FIGURE A3-10—FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
140 CHAPTER A4: EARTHQUAKE RISK REDUCTIONIN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN
142 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION
143 SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
144 CHAPTER A5: EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION
SECTION A505 TIER 1 ANALYSIS PROCEDURE
145 SECTION A506 TIER 2 ANALYSIS PROCEDURE
146 EQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE
148 CHAPTER A6: REFERENCED STANDARDS
ASCE/SEI
ASTM
ICC
150 APPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
151 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
152 APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION
153 [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
154 [BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104 RETROFITTING GABLE END WALLSTO ENHANCE WIND RESISTANCE
155 [BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
156 [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
157 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
158 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
159 [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
161 [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)
163 [BS] FIGURE C104.2.5ANCHOR BLOCK INSTALLATION
164 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
165 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
166 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
167 [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
168 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
169 [BS] FIGURE C104.3.4 NAIL PLATE FASTENING
170 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
171 [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
172 [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
174 CHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
175 [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
176 RESOURCE A: GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
177 1: FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
178 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2: BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
179 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
180 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
181 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3: FINAL EVALUATION AND DESIGN SOLUTION
182 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
184 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
186 3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
187 FIGURE 3 MODIFICATION DETAILS
188 4: SUMMARY
190 APPENDIX
RESOURCE A TABLE OF CONTENTS
193 SECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
TABLE 1.1.1 MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
194 TABLE 1.1.1—continued MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
195 TABLE 1.1.1—continued MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
196 FIGURE 1.1.2 MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.1.2 MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
197 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
198 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
199 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
200 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
201 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
202 TABLE 1.1.2—continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
203 FIGURE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
204 TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
205 TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
206 TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
207 TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
208 FIGURE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
209 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
210 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
211 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
212 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
213 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
214 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
215 TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
216 FIGURE 1.1.5 MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
TABLE 1.1.5 MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
217 TABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
218 TABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
219 TABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
220 FIGURE 1.1.6 MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
TABLE 1.1.6 MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
221 TABLE 1.1.6—continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
222 TABLE 1.1.6—continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
223 TABLE 1.1.6—continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
224 TABLE 1.1.6—continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
225 TABLE 1.1.6—continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
226 FIGURE 1.1.7 MASONRY WALLS 14 INCHES OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14 INCHES OR MORE THICK
227 TABLE 1.1.7—continued MASONRY WALLS 14 INCHES OR MORE THICK
228 TABLE 1.1.7—continued MASONRY WALLS 14 INCHES OR MORE THICK
229 FIGURE 1.2.1 METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
TABLE 1.2.1 METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
230 TABLE 1.2.1—continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
231 TABLE 1.2.1—continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
232 TABLE 1.2.1—continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
233 FIGURE 1.2.2 METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.2.2 METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
234 TABLE 1.2.2—continued METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
235 TABLE 1.2.3 METAL FRAME WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
236 TABLE 1.2.4 METAL FRAME WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
237 TABLE 1.3.1 WOOD FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
238 FIGURE 1.3.2 WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.3.2 WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
239 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
240 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
241 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
242 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
243 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
244 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
245 TABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
246 TABLE 1.3.3 WOOD FRAME WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
247 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
248 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
249 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
250 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 INCHES TO LESS THAN 6 INCHES
251 FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
252 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
253 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
254 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
255 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
256 FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
257 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
258 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 INCHES TO LESS THAN 20 INCHES
259 FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES
260 TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
261 TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16 INCHES TO LESS THAN 18 INCHES
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20 INCHES TO LESS THAN 22 INCHES
262 TABLE 2.2 ROUND CAST IRON COLUMNS
263 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
264 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 INCHES
265 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6 INCHES TO LESS THAN 8 INCHES THICK
266 FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
267 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
268 FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
269 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
270 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
271 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
272 FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
273 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
274 FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
275 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
276 TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
277 TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTSMINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
278 TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6 INCHES TO LESS THAN 8 INCHES
TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6 INCHES TO LESS THAN 8 INCHES
279 TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
280 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
281 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
282 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
283 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
284 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
285 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
286 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
287 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
288 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
289 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
290 TABLE 3.2—continuedFLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
291 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
292 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
293 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
294 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
295 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
296 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
297 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
298 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
299 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 INCHES TO LESS THAN 12
300 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 INCHES TO LESS THAN 12 INCHES
301 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10 INCHES TO LESS THAN 12 INCHES
302 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 INCHES TO LESS THAN 14 INCHES
303 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMSDEPTH 12 INCHES TO LESS THAN 14 INCHES
304 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 INCHES TO LESS THAN 16 INCHES
305 TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10 INCHES TO LESS THAN 12 INCHES
TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10 INCHES TO LESS THAN 12 INCHES
306 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
307 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
308 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
309 BIBLIOGRAPHY
316 INDEX
322 EDITORIAL CHANGES

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