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VA Rehabilitation Code 2012

VA Rehabilitation Code 2012

$37.38

Virginia Rehabilitation Code

Published By Publication Date Number of Pages
VA 2012 281
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This is a fully integrated code based on the 2012 International Existing Building Code

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PDF Pages PDF Title
1 2012 VIRGINIA REHABILITATION CODE
2 2012 VIRGINIA REHABILITATION CODE PART II OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
10 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
11 SECTION 102 PURPOSE AND SCOPE
SECTION 103 APPLICATION OF CODE
14 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
16 CHAPTER 3 COMPLIANCE METHODS
SECTION 301 COMPLIANCE METHODS
17 [B] TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC—LEVEL SEISMIC FORCES OCCUPANCY
[B] TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC—LEVEL SEISMIC FORCES RISK CATEGORY
18 CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS
19 SECTION 403 ALTERATIONS
20 SECTION 404 REPAIRS
21 SECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT
SECTION 407 CHANGE OF OCCUPANCY
22 SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
23 [B] TABLE 410.8.5 RAMPS
26 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
28 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
29 SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
30 SECTION 609 PLUMBING
32 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
33 TABLE 705.1.4 RAMPS
SECTION 706 STRUCTURAL
34 SECTION 707 ENERGY CONSERVATION
36 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
38 SECTION 804 FIRE PROTECTION
40 SECTION 805 MEANS OF EGRESS
44 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
45 SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
46 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
47 SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
48 SECTION 908 ENERGY CONSERVATION
50 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
51 SECTION 1008 ELECTRICAL
52 SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
53 TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
54 TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
56 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
57 SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION
58 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY
59 SECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY
60 SECTION 1206 STRUCTURAL
62 CHAPTER 13 RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
64 CHAPTER 14 PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL
65 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
66 EQUATION 14-4
[B] TABLE 1401.6.3 COMPARTMENTATION VALUES
[B] TABLE 1401.6.4 SEPARATION VALUES
67 [B] TABLE 1401.6.5 CORRIDOR WALL VALUES
[B] TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
[B] TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
68 [B] TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
[B] TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
[B] TABLE 1401.6.10 SMOKE CONTROL VALUES
69 [B] TABLE 1401.6.11 MEANS OF EGRESS VALUESa
[B] TABLE 1401.6.12 DEAD-END VALUES
70 EQUATION 14-6
[B] TABLE 1401.6.14 ELEVATOR CONTROL VALUES
[B] TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
[B] TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
71 [B] TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
[B] TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
72 [B] TABLE 1401.8 MANDATORY SAFETY SCORESa
[B] TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
73 [B] TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
74 [B] TABLE 1401.9 EVALUATION FORMULASa
76 CHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
[B] TABLE 1501.6 PROTECTION OF PEDESTRIANS
77 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
78 SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
80 CHAPTER 16 REFERENCED STANDARDS
API
ASCE/SEI
ASHRAE
ASME
81 ASTM
DOC
ICC
82 NFPA
TFI
84 CHAPTER 17 RETROFIT REQUIREMENTS
SECTION 1701 GENERAL
88 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
89 SECTION A105 GENERAL REQUIREMENTS
90 SECTION A106 MATERIALS REQUIREMENTS
91 EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
92 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
93 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
94 EQUATION A1-8
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
95 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
96 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
97 SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
[B] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[B] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
98 [B] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp
[B] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
99 [B] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
[B] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
[B] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
100 [B] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
101 [B] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
102 CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING 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
103 SECTION A206 ANALYSIS AND DESIGN
104 SECTION A207 MATERIALS OF CONSTRUCTION
106 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
107 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
110 [B] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[B] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
111 [B] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
112 [B] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
113 [B] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
114 [B] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
115 [B] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[B] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
116 [B] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
117 [B] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
118 [B] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
119 [B] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
120 [B] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
121 [B] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
122 [B] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
123 [B] FIGURE A3-10— FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
124 CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN
126 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION
127 SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
128 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
129 SECTION A506 TIER 2 ANALYSIS PROCEDURE
130 EQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE
132 CHAPTER A6 REFERENCED STANDARDS
ASCE/SEI
ASTM
DOC
ICC
134 APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
135 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
136 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
137 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
138 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
139 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
140 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
141 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
142 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
144 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
145 FIGURE – ILLUSTRATION OF HARMATHY’S RULES
146 3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
147 FIGURE 3 MODIFICATION DETAILS
148 4 SUMMARY
150 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
152 PURPOSE AND PROCEDURE
153 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
154 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
155 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
156 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
157 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
158 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
159 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
160 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
161 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
162 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
163 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
164 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
165 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
166 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
167 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
168 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
169 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
170 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
171 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
172 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
173 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
174 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
175 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
176 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
177 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
178 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
179 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
180 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
181 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
182 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
183 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
184 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
185 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
186 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
187 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
188 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
189 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
190 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
191 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
192 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
193 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
194 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
195 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
196 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
197 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
198 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
199 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
200 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
201 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
202 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
203 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
204 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
205 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
206 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
207 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
208 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
209 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
210 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
211 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″
212 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
213 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
214 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
215 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
216 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″
217 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18
218 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
219 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″
220 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″
221 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″
222 TABLE 2.2 ROUND CAST IRON COLUMNS
223 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
224 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″
225 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
226 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″
227 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
228 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″
229 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
230 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
231 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
232 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″
233 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
234 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″
235 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
236 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″
237 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″
238 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″
239 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″
240 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
241 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
242 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
243 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
244 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
245 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
246 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
247 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
248 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
249 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
250 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
251 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
252 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
253 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
254 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
255 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
256 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
257 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
258 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
259 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
260 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
261 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
262 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
263 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
264 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
265 TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2S TEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″
266 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
267 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
268 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
269 BIBLIOGRAPHY
276 INDEX
280 WHEN IT COMES TO CODE EDUCATION, ICC HAS YOU COVERED
281 VALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES®

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