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VA VARehabCode 2009

VA VARehabCode 2009

$36.29

Virginia Rehabilitation Code

Published By Publication Date Number of Pages
VA 2009 279
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This is a fully integrated code based on the 2009 International Existing Building CodeÂŽ.

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PDF Pages PDF Title
1 2009 VIRGINIA REHABLITATION CODE
2 2009 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
12 CHAPTER 2 – DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
14 CHAPTER 3 – PRESCRIPTIVE COMPLIANCE METHOD
[B] SECTION 301 GENERAL
[B] SECTION 302 ADDITIONS
15 [B] SECTION 303 ALTERATIONS
16 [B] SECTION 304 REPAIRS
17 [B] SECTION 305 FIRE ESCAPES
[B] SECTION 306 GLASS REPLACEMENT
SECTION 307 CHANGE OF OCCUPANCY
18 [B] SECTION 308 HISTORIC BUILDINGS
[B] SECTION 309 MOVED STRUCTURES
[B] SECTION 310 ACCESSIBILITY FOR EXISTING BUILDINGS
19 TABLE 310.8.5 RAMPS
22 CHAPTER 4 – CLASSIFICATION OF WORK
SECTION 401 GENERAL
SECTION 402 REPAIRS
SECTION 403 ALTERATION—LEVEL 1
SECTION 404 ALTERATION—LEVEL 2
SECTION 405 ALTERATION—LEVEL 3
SECTION 406 CHANGE OF OCCUPANCY
SECTION 407 ADDITIONS
SECTION 408 HISTORIC BUILDINGS
SECTION 409 RELOCATED BUILDINGS
24 CHAPTER 5 – REPAIRS
SECTION 501 GENERAL
SECTION 502 BUILDING ELEMENTS AND MATERIALS
SECTION 503 FIRE PROTECTION
SECTION 504 MEANS OF EGRESS
SECTION 505 ACCESSIBILITY
SECTION 506 STRUCTURAL
25 SECTION 507 ELECTRICAL
SECTION 508 MECHANICAL
SECTION 509 PLUMBING
26 CHAPTER 6 – ALTERATIONS—LEVEL 1
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
27 TABLE 605.1.4 RAMPS
SECTION 606 STRUCTURAL
28 SECTION 607 ENERGY CONSERVATION
30 CHAPTER 7 – ALTERATIONS—LEVEL 2
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MATERIALS
32 SECTION 704 FIRE PROTECTION
34 SECTION 705 MEANS OF EGRESS
37 SECTION 706 ACCESSIBILITY
38 SECTION 707 STRUCTURAL
SECTION 708 ELECTRICAL
39 SECTION 709 MECHANICAL
SECTION 710 PLUMBING
SECTION 711 ENERGY CONSERVATION
40 CHAPTER 8 – ALTERATIONS—LEVEL 3
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
41 SECTION 804 FIRE PROTECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
42 SECTION 808 ENERGY CONSERVATION
44 CHAPTER 9 – CHANGE OF OCCUPANCY
SECTION 901 GENERAL
SECTION 902 – SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
45 SECTION 908 ELECTRICAL
46 SECTION 909 MECHANICAL
SECTION 910 PLUMBING
SECTION 911 OTHER REQUIREMENTS
SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION
47 TABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES
48 TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
50 CHAPTER 10 – ADDITIONS
SECTION 1001 GENERAL
SECTION 1002 HEIGHTS AND AREAS
SECTION 1003 STRUCTURAL
51 SECTION 1004 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 1005 ACCESSIBILITY
52 CHAPTER 11 – HISTORIC BUILDINGS
SECTION 110 1 GENERAL
SECTION 1102 REPAIRS
SECTION 1103 FIRE SAFETY
53 SECTION 1104 ALTERATIONS
SECTION 1105 CHANGE OF OCCUPANCY
54 SECTION 1106 STRUCTURAL
56 CHAPTER 12 – RELOCATED OR MOVED BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REQUIREMENTS
58 CHAPTER 13 – PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
59 EQUATION 13-1
EQUATION 13-2
EQUATION 13-3
60 EQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES
61 TABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 13-5
62 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES
63 TABLE 1301.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 1301.6.11(2) MEANS OF EGRESS VALUES
TABLE 1301.6.12 DEAD-END VALUES
64 EQUATION 13-6
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
65 TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
66 TABLE 1301.6.19 INCIDENTAL ACCESSORY OCCUPANCY VALUESa
67 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
68 TABLE 1301.8 MANDATORY SAFETY SCORESa
TABLE 1301.9 EVALUATION FORMULAS
70 CHAPTER 14 – CONSTRUCTION SAFEGUARDS
SECTION 1401 GENERAL
TABLE 1401.6 PROTECTION OF PEDESTRIANS
71 SECTION 1402 PROTECTION OF ADJOINING PROPERTY
SECTION 1403 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1404 FIRE EXTINGUISHERS
72 SECTION 1405 MEANS OF EGRESS
SECTION 1406 STANDPIPE SYSTEMS
SECTION 1407 AUTOMATIC SPRINKLER SYSTEM
SECTION 1408 ACCESSIBILITY
SECTION 1409 WATER SUPPLY FOR FIRE PROTECTION
74 CHAPTER 15 – REFERENCED STANDARDS
ASCE
ASHRAE
ASME
ASTM
DOC
75 ICC
NFPA
76 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
77 SECTION A105 GENERAL REQUIREMENTS
78 SECTION A106 MATERIALS REQUIREMENTS
79 EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
80 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
81 EQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
82 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
83 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
84 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
85 SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
86 TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C—HORIZONTAL FORCE FACTOR, C
87 TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
88 TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F— MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G— MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
89 FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
90 FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
92 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
93 SECTION A206 ANALYSIS AND DESIGN
94 SECTION A207 MATERIALS OF CONSTRUCTION
96 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
97 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
100 TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
TABLE A3–C—NOT USED
101 FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM
102 FIGURE A3-2— NEW HOLLOW-MASONRY UNIT FOUNDATION WALL
103 FIGURE A3-3— SILL PLATE BOLTING TO EXISTING FOUNDATION
104 FIGURE A3-4A— SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
105 FIGURE A3-4B— SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C— SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
106 FIGURE A3-5— CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
107 FIGURE A3-6— CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
108 FIGURE A3-7— PARTIAL CRIPPLE STUD WALL ELEVATION
109 FIGURE A3-8— ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED
110 FIGURE A3-9— CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL
111 FIGURE A3-10— FLOOR PLAN—CRIPPLE WALL BRACING LAYOUT
112 CHAPTER A4 – EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
113 SECTION A403 ANALYSIS AND DESIGN
115 SECTION A404 PHASED CONSTRUCTION
SECTION A405 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A406 MATERIALS OF CONSTRUCTION
116 SECTION A407 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A408 QUALITY CONTROL
117 TABLE A4-A—ALLOWABLE VALUES FOR EXISTING MATERIALS
118 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
119 SECTION A506 TIER 2 ANALYSIS PROCEDURE
120 EQUATION A5-4
SECTION A507 TIER 3 ANALYSIS PROCEDURE
122 APPENDIX A – REFERENCED STANDARDS
ASCE
ASTM
DOC
ICC
124 APPENDIX B – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
125 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
126 RESOURCE A – GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
127 1 – FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
TABLE TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
128 2 – BUILDING EVALUATION
129 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
131 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
132 3 – FINAL EVALUATION AND DESIGN SOLUTION
133 HARMATHY’S TEN RULES
134 ILLUSTRATION OF HARMATHY’S RULES
135 EXAMPLE APPLICATION OF HARMATHY’S RULES
137 4 – SUMMARY
138 FIGURE 3 MODIFICATION DETAILS
140 APPENDIX
RESOURCE A TABLE OF CONTENTS
143 SECTION I – WALLS
SECTION I – WALLS FIGURE 1.1.1—WALLS—MASONRY 0˝ TO LESS THAN 4˝ THICK
TABLE 1.1.1—MASONRY WALLS 0˝ TO LESS THAN 4˝ THICK
144 TABLE 1.1.1—MASONRY WALLS 0˝ TO LESS THAN 4˝ THICK—continued
145 TABLE 1.1.1—MASONRY WALLS 0˝ TO LESS THAN 4˝ THICK—continued
146 TABLE 1.1.1—MASONRY WALLS 0˝ TO LESS THAN 4˝ THICK—continued
147 FIGURE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK
TABLE 1.1.2—MASONRY WALLS 4 TO LESS THAN 6 THICK
148 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
149 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
150 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
151 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
152 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
153 TABLE 1.1.2—MASONRY WALLS 4 TO LESS THAN 6 THICK—continued
154 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
155 TABLE 1.1.2—MASONRY WALLS 4˝ TO LESS THAN 6˝ THICK—continued
156 FIGURE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK
TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK
157 TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK—continued
158 TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK—continued
159 TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK—continued
160 TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK—continued
161 TABLE 1.1.3—MASONRY WALLS 6˝ TO LESS THAN 8˝ THICK—continued
162 FIGURE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK
TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK
163 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
164 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
165 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
166 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
167 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
168 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
169 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
170 TABLE 1.1.4—MASONRY WALLS 8˝ TO LESS THAN 10˝ THICK—continued
171 FIGURE 1.1.5—MASONRY WALLS 10˝ TO LESS THAN 12˝ THICK
TABLE 1.1.5—MASONRY WALLS 10˝ TO LESS THAN 12˝ THICK
172 TABLE 1.1.5—MASONRY WALLS 10˝ TO LESS THAN 12˝ THICK—continued
173 TABLE 1.1.5—MASONRY WALLS 10˝ TO LESS THAN 12˝ THICK—continued
174 TABLE 1.1.5—MASONRY WALLS 10˝ TO LESS THAN 12˝ THICK—continued
175 FIGURE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK
TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK
176 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
177 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
178 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
179 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
180 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
181 TABLE 1.1.6—MASONRY WALLS 12˝ TO LESS THAN 14˝ THICK—continued
182 FIGURE 1.1.7—MASONRY WALLS 14˝ OR MORE THICK
TABLE 1.1.7—MASONRY WALLS 14˝ OR MORE THICK
183 TABLE 1.1.7—MASONRY WALLS 14˝ OR MORE THICK—continued
184 TABLE 1.1.7—MASONRY WALLS 14˝ OR MORE THICK—continued
185 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
186 TABLE 1.2.1—METAL FRAME WALLS 0˝ TO LESS THAN 4˝ THICK—continued
187 TABLE 1.2.1—METAL FRAME WALLS 0˝ TO LESS THAN 4˝ THICK—continued
188 TABLE 1.2.1—METAL FRAME WALLS 0˝ TO LESS THAN 4˝ THICK—continued
189 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
191 TABLE 1.2.3—METAL FRAME WALLS 6˝ TO LESS THAN 8˝ THICK
192 TABLE 1.2.4—METAL FRAME WALLS 8˝ TO LESS THAN 10˝ THICK
193 TABLE 1.3.1—WOOD FRAME WALLS 0˝ TO LESS THAN 4˝ THICK
194 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
195 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
196 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
197 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
198 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
199 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
200 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
201 TABLE 1.3.2—WOOD FRAME WALLS 4˝ TO LESS THAN 6˝ THICK—continued
202 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
203 TABLE 1.4.2—MISCELLANEOUS MATERIALS WALLS 4˝ TO LESS THAN 6˝ THICK
204 FIGURE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
205 TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS—continued
TABLE 1.5.2—FINISH RATINGS—ORGANIC MATERIALS
206 SECTION II—COLUMNS
TABLE 2.1.1—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
FIGURE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
207 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
208 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
209 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
210 TABLE 2.1.3—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
211 TABLE 2.1.4—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
212 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″
213 TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ —continued
214 TABLE 2.1.6—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
215 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″
216 TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ —continued
TABLE 2.1.8—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
217 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″
218 TABLE 2.2—ROUND CAST IRON COLUMNS
219 FIGURE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
220 TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS—continued
TABLE 2.4—TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
221 TABLE 2.5.1.2—STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
222 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″
223 TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ —continued
224 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″
225 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
226 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
227 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
228 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ —continued
229 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″
230 TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ —continued
231 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″
232 TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ —continued
TABLE 2.5.1.7—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
233 TABLE 2.5.2.1—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.2.2—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
234 TABLE 2.5.2.3—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.3.1—STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
235 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″
TABLE 2.5.4.2—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
236 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″
237 SECTION III—FLOOR/CEILING ASSEMBLIES
FIGURE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
238 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
239 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
240 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
241 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
242 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—continued
243 FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
244 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
245 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
246 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
247 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
248 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
249 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—continued
250 FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
251 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
252 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
253 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
254 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—continued
255 FIGURE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
256 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—continued
257 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—continued
258 SECTION IV—BEAMS
TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
259 TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ —continued
260 TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ —continued
261 TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
262 TABLE 4.1.2—REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ —continued
263 TABLE 4.1.3—REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
264 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″
265 SECTION V—DOORS
FIGURE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
266 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
267 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—continued
268 BIBLIOGRAPHY
276 INDEX
VA VARehabCode 2009
$36.29