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VA ExistingBuildingCode 2018 1stptg

VA ExistingBuildingCode 2018 1stptg

$48.07

Virginia Existing Building Code

Published By Publication Date Number of Pages
VA 2018 291
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This is a fully integrated code based on the 2018 International Existing Building CodeÂŽ.

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PDF Pages PDF Title
1 2018 VIRGINIA EXISTING BUILDING CODE
2 2018 VIRGINIA EXISTING BUILDING CODE TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 PREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC
10 TABLE OF CONTENTS
14 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
15 SECTION 102 PURPOSE AND SCOPE
16 SECTION 103 APPLICATION OF CODE
18 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
22 CHAPTER 3 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS
SECTION 301 GENERAL
SECTION 302 BUILDING MATERIALS AND SYSTEMS
SECTION 303 FIRE ESCAPES
23 SECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS
24 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
25 SECTION 306 HIGHER EDUCATION LABORATORIES
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 HIGHER EDUCATION LABORATORIES
26 TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCOURDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES
28 CHAPTER 4 ACCESSIBILITY
SECTION 401 GENERAL
SECTION 402 CHANGE OF OCCUPANCY
SECTION 403 ADDITIONS
SECTION 404 ALTERATIONS
29 TABLE 404.4.5 RAMPS
SECTION 405 HISTORIC BUILDINGS
30 SECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
SECTION 408 PLUMBING
32 CHAPTER 5 REPAIRS
SECTION 501 GENERAL
SECTION 502 STRUCTURAL
33 SECTION 503 FLOOD HAZARD AREAS
SECTION 504 ELECTRICAL
SECTION 505 MECHANICAL
34 SECTION 506 PLUMBING
SECTION 507 ENERGY CONSERVATION
36 CHAPTER 6 ALTERATIONS
SECTION 601 GENERAL
37 SECTION 602 ALTERATION—LEVEL 1
38 SECTION 603 ALTERATION—LEVEL 2
40 SECTION 604 ALTERATION—LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS
42 CHAPTER 7 CHANGE OF OCCUPANCY
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MAT
SECTION 704 FIRE PROTECTION
43 SECTION 705 MEANS OF EGRESS
TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES
45 SECTION 706 HEIGHTS AND AREAS
TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES
SECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS
TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
46 SECTION 708 ELECTRICAL AND LIGHTING
SECTION 709 MECHANICAL AND VENTILATION
SECTION 710 PLUMBING
47 SECTION 711 STRUCTURAL
SECTION 712 ACCESSIBILITY
48 CHAPTER 8 ADDITIONS
SECTION 801 GENERAL
SECTION 802 HEIGHTS AND AREAS
SECTION 803 STRUCTURAL
49 SECTION 804 FLOOD HAZARD AREAS
SECTION 805 ENERGY CONSERVATION
50 SECTION 806 MEANS OF EGRESS
52 CHAPTER 9 HISTORIC BUILDINGS
SECTION 901 GENERAL
SECTION 902 FLOOD HAZARD AREAS
SECTION 903 REPAIRS
SECTION 904 (RESERVED)
SECTION 905 ALTERATIONS
SECTION 906 CHANGE OF OCCUPANCY
53 SECTION 907 STRUCTURAL
54 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 STRUCTURAL
55 SECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
56 CHAPTER 11 RETROFIT REQUIREMENTS
SECTION 1101 GENERAL
60 CHAPTER 12 CONSTRUCTION SAFEGUARDS
SECTION 1201 GENERAL
TABLE 1201.6 PROTECTION OF PEDESTRIANS
61 SECTION 1202 PROTECTION OF ADJOINING PROPERTIES
SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1204 FIRE EXTINGUISHERS
62 SECTION 1205 MEANS OF EGRESS
SECTION 1206 STANDPIPE SYSTEMS
SECTION 1207 AUTOMATIC SPRINKLER SYSTEMS
SECTION 1208 ACCESSIBILITY
SECTION 1209 WATER SUPPLY FOR FIRE PROTECTION
SECTION 1210 DEMOLITION
64 CHAPTER 13 REFERENCED STANDARDS
API
ASCE/SEI
ASHRAE
ASME
65 ASTM
ICC
66 NFPA
TFI
UL
68 CHAPTER 14 COMPLIANCE ALTERNATIVE—CHANGE OF OCCUPANCY
SECTION 1401 GENERAL
SECTION 1402 EVALUATION PROCESS
SECTION 1403 EVALUATION DATA
69 EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
TABLE 1403.3 COMPARTMENTATION VALUES
EQUATION 14-4
70 TABLE 1403.4 SEPARATION VALUES
TABLE 1403.5 CORRIDOR WALL VALUES
TABLE 1403.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1403.6(2) CONSTRUCTION-TYPE FACTOR
71 EQUATION 14-5
TABLE 1403.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1403.9 FIRE ALARM SYSTEM VALUES
72 TABLE 1403.10 SMOKE CONTROL VALUES
TABLE 1403.11 MEANS OF EGRESS VALUES
73 TABLE 1403.12 DEAD-END VALUES
TABLE 1403.14 ELEVATOR CONTROL VALUES
TABLE 1403.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
74 TABLE 1403.16 MIXED OCCUPANCY VALUESa
TABLE 1403.17 SPRINKLER SYSTEM VALUES
TABLE 1403.18 STANDPIPE SYSTEM VALUES
75 TABLE 1403.19 INCIDENTAL USE AREA VALUES
TABLE 1403.20 SMOKE COMPARTMENTATION VALUES
SECTION 1404 EVALUATION SCORES
TABLE 1404.2 MANDATORY SAFETY SCORESa
76 TABLE 1404.1 SUMMARY SHEET—BUILDING CODE
77 TABLE 1404.3 FINAL SCORESa
78 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
79 SECTION A104 SYMBOLS AND NOTATIONS
SECTION A105 GENERAL REQUIREMENTS
80 SECTION A106 MATERIALS REQUIREMENTS
81 EQUATION A1-1
EQUATION A1-2
82 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
83 EQUATION A1-3
EQUATION A1-4
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5
SECTION A111 SPECIAL PROCEDURE
84 EQUATION A1-6
EQUATION A1-7
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
85 EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
86 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
87 [BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
88 [BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
89 [BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
90 [BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
[BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
[BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
91 [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
92 [BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
94 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
95 SECTION A206 ANALYSIS AND DESIGN
96 SECTION A207 MATERIALS OF CONSTRUCTION
98 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
99 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
102 [BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
103 [BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
104 [BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
105 [BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
106 [BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
107 [BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
108 [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
109 [BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa
110 [BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b
111 [BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
112 [BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
113 [BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
114 [BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
115 [BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
116 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
118 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION
119 SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
120 CHAPTER A5 REFERENCED STANDARDS
ASCE/SEI
ASTM
ICC
122 APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
123 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
124 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
125 SECTION C103 MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
126 [BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
127 [BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
128 [BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
129 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
130 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
131 [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
133 [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)
135 [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
136 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
137 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
138 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
139 [BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
140 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
141 [BS]FIGURE C104.3.4 NAIL PLATE FASTENING
142 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
143 [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
144 [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
146 CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
SECTION C203 REFERENCED STANDARDS
147 [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
148 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
149 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
150 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
151 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
152 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
153 2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
154 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES
156 ILLUSTRATION OF HARMATHY’S RULES
EXAMPLE APPLICATION OF HARMATHY’S RULES
158 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
159 FIGURE 3 MODIFICATION DETAILS
160 4 SUMMARY
162 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
164 PURPOSE AND PROCEDURE
165 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
166 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
167 TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
168 FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
169 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
170 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
171 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
172 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
173 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
174 TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
175 FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
176 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
177 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
178 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
179 TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
180 FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
181 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
182 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
183 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
184 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
185 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
186 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
187 TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
188 FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
189 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
190 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
191 TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
192 FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
193 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
194 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
195 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
196 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
197 TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
198 FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
199 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
200 TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
201 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
202 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
203 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
204 TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
205 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
206 TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
207 TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
208 TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
209 TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
210 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
211 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″
212 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
213 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
214 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
215 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
216 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
217 TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
218 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
219 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
220 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
221 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
222 SECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
223 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″
224 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
225 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
226 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
227 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
228 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″
229 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
230 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
231 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″
232 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″
233 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″
234 TABLE 2.2 ROUND CAST IRON COLUMNS
235 FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
236 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″
237 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
238 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″
239 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
240 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″
241 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
242 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
243 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
244 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″
245 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
246 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″
247 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO ESS THAN 16″
248 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″
249 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″
250 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″
251 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″
252 SECTION III FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
253 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
254 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
255 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
256 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
257 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
258 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
259 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
260 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
261 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
262 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
263 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
264 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
265 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
266 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
267 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
268 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
269 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
270 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
271 SECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
272 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
273 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
274 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
275 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
276 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
277 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″
278 SECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
279 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
280 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
281 BIBLIOGRAPHY
288 HELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE
289 ICC PLAN REVIEW SERVICES
290 TELEWORK WITH ICC DIGITAL CODES PREMIUM
291 S.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING
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