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VA ExistingBuildingCode 2015 1stEdition

VA ExistingBuildingCode 2015 1stEdition

$44.96

Virginia Existing Building Code

Published By Publication Date Number of Pages
VA 2015 309
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This is a fully integrated code based on the 2015 International Existing Building Code

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PDF Pages PDF Title
1 2015 VIRGINIA EXISTING BUILDING CODE
2 2015 VIRGINIA EXISTING 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 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS
SECTION 301 GENERAL
[BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
[BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
SECTION 302 BUILDING MATERIALS AND SYSTEMS
SECTION 303 FIRE ESCAPES
17 SECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS
18 TABLE 305.2.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH VCC-LEVEL SEISMIC FORCES
TABLE 305.2.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED VCC-LEVEL SEISMIC FORCES
SECTION 306 GROUP B TEACHING AND RESEARCH LABORATORIES
19 TABLE 306.1.1(1) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH GROUP B TEACHING AND RESEARCH LABORATORIES IN EDUCATIONAL OCCUPANCIES ABOVE THE 12th GRADE
TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH GROUP B TEACHING AND RESEARCH LABORATORIES IN EDUCATIONAL OCCUPANCIES ABOVE THE 12th GRADE
SECTION 307 REROOFING AND ROOF REPAIR
22 CHAPTER 4 ACCESSIBILITY
SECTION 401 GENERAL
SECTION 402 CHANGE OF OCCUPANCY
SECTION 403 ADDITIONS
23 SECTION 404 ALTERATIONS
TABLE 404.4.5 RAMPS
24 SECTION 405 HISTORIC BUILDINGS
25 SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 407 CHANGE OF OCCUPANCY
SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
26 CHAPTER 5 REPAIRS
SECTION 501 GENERAL
SECTION 502 STRUCTURAL
27 SECTION 503 FLOOD HAZARD AREAS
SECTION 504 ELECTRICAL
28 SECTION 505 MECHANICAL
SECTION 506 PLUMBING
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
30 CHAPTER 6 ALTERATIONS
SECTION 601 GENERAL
SECTION 602 LEVEL 1 ALTERATIONS
31 SECTION 603 LEVEL 2 ALTERATIONS
40 SECTION 604 LEVEL 3 ALTERATIONS
41 SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
SECTION 609 PLUMBING
42 CHAPTER 7 CHANGE OF OCCUPANCY
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MATERIALS
SECTION 704 FIRE PROTECTION
43 SECTION 705 MEANS OF EGRESS
TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES
SECTION 706 HEIGHTS AND AREAS
TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES
44 SECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS
TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
SECTION 708 ELECTRICAL AND LIGHTING
45 SECTION 709 MECHANICAL AND VENTILATION
SECTION 710 PLUMBING
SECTION 711 STRUCTURAL
46 SECTION 712 ASSESSIBILITY
48 CHAPTER 8 ADDITIONS
SECTION 801 GENERAL
SECTION 802 HEIGHTS AND AREAS
SECTION 803 STRUCTURAL
49 SECTION 804 FLOOD HAZARD AREAS
SECTION 805 MEANS OF EGRESS
50 SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
52 CHAPTER 9 HISTORIC BUILDINGS
SECTION 901 GENERAL
SECTION 902 FLOOD HAZARD AREAS
SECTION 903 REPAIRS
SECTION 904 FIRE SAFETY
53 SECTION 905 ALTERATIONS
SECTION 906 CHANGE OF OCCUPANCY
54 SECTION 907 STRUCTURAL
SECTION 908 ENERGY CONSERVATION
56 CHAPTER 10 MOVED BUILDINGS AND STRUCTURES
SECTION 1001 GENERAL
SECTION 1002 REQUIREMENTS
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
SECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
57 SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
58 CHAPTER 11 RETROFIT REQUIREMENTS
SECTION 1101 GENERAL
60 SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION
62 CHAPTER 12 CONSTRUCTION SAFEGUARDS
SECTION 1201 GENERAL
63 TABLE 1201.6 PROTECTION OF PEDESTRIANS
SECTION 1202 PROTECTION OF ADJOINING PROPERTIES
SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
64 SECTION 1204 FIRE EXTINGUISHERS
SECTION 1205 MEANS OF EGRESS
SECTION 1206 STANDPIPE SYSTEMS
SECTION 1207 AUTOMATIC SPRINKLER SYSTEM
SECTION 1208 ACCESSIBILITY
SECTION 1209 WATER SUPPLY FOR FIRE PROTECTION
66 CHAPTER 13 REFERENCED STANDARDS
API
ASCE/SEI
ASHRAE
ASME
67 ASTM
ICC
68 NFPA
UL
TFI RMIP
70 CHAPTER 14 COMPLIANCE ALTERNATIVE—CHANGE OF OCCUPANCY
SECTION 1401 GENERAL
71 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
EQUATION 14-4
72 TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
TABLE 1401.6.5 CORRIDOR WALL VALUES
73 TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
74 TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES
75 TABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
76 TABLE 1401.6.14 ELEVATOR CONTROL VALUES
TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
77 TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
78 TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
TABLE 1401.6.21.1 PATIENT ABILITY VALUES
TABLE 1401.6.21.2 PATIENT CONCENTRATION VALUES
79 TABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa
80 TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
82 CHAPTER 15 CONSTRUCTION SAFEGUARDS
84 CHAPTER 16 REFERENCED STANDARDS
86 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
87 SECTION A105 GENERAL REQUIREMENTS
88 SECTION A106 MATERIALS REQUIREMENTS
89 EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
90 SECTION A107 QUALITY CONTROL
91 SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
92 SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
EQUATION A1-8
93 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
94 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
96 [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, Cp
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
97 [BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
98 [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
99 [BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
100 [BS] 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 [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
111 [BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
112 [BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
113 [BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
114 [BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
115 [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
116 [BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
117 [BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
118 [BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
119 [BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
120 [BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
121 [BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
122 [BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
123 [BS] 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
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 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
137 [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
138 [BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
139 [BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
140 [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
141 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
142 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
143 [BS]FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
145 [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)
147 [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
148 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
149 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
150 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
151 [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
152 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
153 [BS] FIGURE C104.3.4 NAIL PLATE FASTENING
154 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
155 [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
156 [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
158 CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
159 [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
160 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
161 1 FIRE-RELATED PERFORMANCE OF ARCHAICMATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
162 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
163 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
164 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
165 2.2 FIRE RESISTANCE OF EXISTING BUILDINGELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRERESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
166 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
168 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
169 FIGURE ILLUSTRATION OF HARMATHY’S TEN RULES
170 3.3“ THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
171 FIGURE 3 MODIFICATION DETAILS
172 4 SUMMARY
174 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
176 PURPOSE AND PROCEDURE
177 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
178 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
179 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
180 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
181 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
182 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
183 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
184 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
185 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
186 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
187 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
188 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
189 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
190 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
191 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
192 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
193 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
194 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
195 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
196 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
197 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
198 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
199 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
200 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
201 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
202 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
203 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
204 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
205 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
206 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
207 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
208 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
209 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
210 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
211 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
212 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
213 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
214 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
215 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
216 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
217 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
218 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
219 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
220 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
221 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
222 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
223 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
224 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
225 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
226 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
227 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
228 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
229 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
230 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
231 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
232 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
233 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
234 SECTION II – COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
235 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″
236 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
237 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
238 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
239 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
240 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″
241 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
242 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
243 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″
244 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″
245 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″
246 TABLE 2.2 ROUND CAST IRON COLUMNS
247 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
248 TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENT SMINIMUM DIMENSION LESS THAN 6″
249 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
250 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″
251 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
252 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″
253 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
254 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
255 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
256 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″
257 TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
258 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″
259 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
260 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″
261 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″
262 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″
263 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″
264 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
265 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
266 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
267 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
268 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
269 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
270 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
271 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
272 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
273 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
274 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
275 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
276 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
277 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
278 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
279 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
280 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
281 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
282 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
283 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
284 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
285 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
286 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
287 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
288 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
289 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″
290 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
291 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
292 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
293 BIBLIOGRAPHY
300 INDEX
306 ICC ASSESSMENT CENTER
307 ICC EVALUATION SERVICE
308 ICC PLAN REVIEW SERVICES
309 ICC’S DIGITAL LIBRARY
VA ExistingBuildingCode 2015 1stEdition
$44.96