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WA StateExistingBuildingCode 2021 1stptg

WA StateExistingBuildingCode 2021 1stptg

$61.21

Washington State Existing Building Code

Published By Publication Date Number of Pages
WA 2021 333
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This is a fully integrated code based on the 2021 International Existing Building Code

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PDF Pages PDF Title
1 2021 WASHINTON STATE EXISTING BUILDING CODE ©
2 2021 WASHINTON STATE EXISTING BUILDING CODE ©
3 COPYRIGHT
4 PREFACE
12 ARRANGEMENT AND FORMAT OF THE 2021 IEBC
18 TABLE OF CONTENTS
22 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS
SECTION 102 APPLICABILITY
23 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 CODE COMPLIANCE AGENCY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
25 SECTION 105 PERMITS
26 SECTION 106 CONSTRUCTION DOCUMENTS
28 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
SECTION 109 INSPECTIONS
29 SECTION 110 CERTIFICATE OF OCCUPANCY
30 SECTION 111 SERVICE UTILITIES
SECTION 112 MEANS OF APPEALS
SECTION 113 VIOLATIONS
31 SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES
32 SECTION 117 DEMOLITION
34 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
38 CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS
39 SECTION 303 STORM SHELTERS
SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES
40 [BS] TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
BS] TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 305 IN-SITU LOAD TESTS
SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS
43 SECTION 307 SMOKE ALARMS
SECTION 308 CARBON MONOXIDE DETECTION
SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALL ENVELOPES
44 CHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL
45 SECTION 406 ELECTRICAL
46 SECTION 407 MECHANICAL
SECTION 408 PLUMBING
48 CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS
49 SECTION 503 ALTERATIONS
52 SECTION 504 FIRE ESCAPES
SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
53 SECTION 506 CHANGE OF OCCUPANCY
54 SECTION 507 HISTORIC BUILDINGS
56 CHAPTER 6 CLASSIFICATION OF WORK
SECTION 601 GENERAL
SECTION 602 ALTERATION—LEVEL 1
SECTION 603 ALTERATION—LEVEL 2
SECTION 604 ALTERATION—LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
58 CHAPTER 7 ALTERATIONS—LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
59 SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING
60 SECTION 706 STRUCTURAL
61 SECTION 707 ELECTRICAL
SECTION 708 ENERGY CONSERVATION
62 CHAPTER 8 ALTERATIONS—LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS
64 SECTION 803 FIRE PROTECTION
66 SECTION 804 MEANS OF EGRESS
67 TABLE 804.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 804.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
70 SECTION 805 STRUCTURAL
72 SECTION 806 ELECTRICAL
SECTION 807 MECHANICAL
SECTION 808 PLUMBING
SECTION 809 ENERGY CONSERVATION
74 CHAPTER 9 ALTERATIONS—LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
75 SECTION 904 FIRE PROTECTION
76 SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL
SECTION 907 ENERGY CONSERVATION
78 CHAPTER 10 CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
79 SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 STRUCTURAL
SECTION 1007 ELECTRICAL
80 SECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
81 TABLE 1011.5 MEANS OF EGRESS HAZARD CATEGORIES
82 TABLE 1011.6 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1011.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
84 CHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
85 SECTION 1104 ENERGY CONSERVATION
86 CHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
87 SECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY
88 SECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
90 CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL
91 (EQUATION 13-1)
(EQUATION 13-2)
92 (EQUATION 13-3)
(EQUATION 13-4)
(EQUATION 13-5)
TABLE 1301.6.3 COMPARTMENTATION VALUES
93 TABLE 1301.6.4 SEPARATION VALUES
TABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
94 TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
(EQUATION 13-6)
TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
95 TABLE 1301.6.10 SMOKE CONTROL VALUES
TABLE 1301.6.11 MEANS OF EGRESS VALUES
96 TABLE 1301.6.12 DEAD-END VALUES
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
97 TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa
TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
98 TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
TABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
99 TABLE 1301.6.21.1 CARE RECIPIENT ABILITY VALUES
TABLE 1301.6.21.2 CARE RECIPIENT CONCENTRATION VALUES
TABLE 1301.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa
100 TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
101 TABLE 1301.9 EVALUATION FORMULASa
102 CHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS
104 CHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
105 SECTION 1502 PROTECTION OF ADJOINING PROPERTY
106 SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES
107 SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
108 CHAPTER 16 REFERENCED STANDARDS
ACI
ASCE/SEI
ASHRAE
109 ASME
ASTM
ICC
110 NFPA
UL
112 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
[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A103 DEFINITIONS
113 SECTION A104 SYMBOLS AND NOTATIONS
114 SECTION A105 GENERAL REQUIREMENTS
115 SECTION A106 MATERIALS REQUIREMENTS
(EQUATION A1-1)
(EQUATION A1-2)
116 SECTION A107 QUALITY CONTROL
117 SECTION A108 DESIGN STRENGTHS
(EQUATION A1-3)
(EQUATION A1-4)
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
118 [BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
SECTION A110 GENERAL PROCEDURE
(EQUATION A1-5)
119 [BS] TABLE A108.1(2)STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
SECTION A111 SPECIAL PROCEDURE
120 [BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
(EQUATION A1-6)
(EQUATION A1-7)
EQUATION A1-8
(EQUATION A1-9)
(EQUATION A1-10)
121 [BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
(EQUATION A1-11)
(EQUATION A1-12)
122 [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
(EQUATION A1-13)
(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)
123 (EQUATION A1-21)
(EQUATION A1-22)
[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
(EQUATION A1-23)
124 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
125 SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
[BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
126 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
127 SECTION A206 ANALYSIS AND DESIGN
128 SECTION A207 MATERIALS OF CONSTRUCTION
130 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
131 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
132 [BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
133 [BS] FIGURE A304.1.4(1)TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
134 [BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
135 [BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
136 [BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
137 [BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
[BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
138 [BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
[BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
139 [BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa
140 [BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa
[BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUTCRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
141 [BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
[BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
142 [BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
143 [BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
144 [BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
145 [BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
148 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
150 SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
151 SECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 CONSTRUCTION DOCUMENTS
152 SECTION A407 QUALITY CONTROL
154 CHAPTER A5 REFERENCED STANDARDS
SECTION A501 REFERENCED STANDARDS
TABLE A501.1 REFERENCED STANDARDS
156 APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
157 SECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
[BE] TABLE B104.1 REFERENCED STANDARDS
158 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
159 SECTION C103 MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
160 [BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
161 SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
162 [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
163 [BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
164 [BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
165 [BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
167 [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)
168 [BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
169 [BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
170 [BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
171 [BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
172 [BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
173 [BS] FIGURE C104.3.4 NAIL PLATE FASTENING
174 [BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
175 [BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD
[BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES
176 [BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
177 [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
178 CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
179 [BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
180 CHAPTER C3 REFERENCED STANDARDS
SECTION C301 REFERENCED STANDARDS
[BS] TABLE C301.1 REFERENCED STANDARDS
182 APPENDIX D BOARD OF APPEALS
SECTION D101 GENERAL
184 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE
185 1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
186 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
187 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
188 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
189 2.2 FIRE RESISTANCE OF EXISTING BUILDINGELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANTASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
190 3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
194 3.3 “THICKNESS DESIGN” STRATEGY
3.4 EVALUATION OF DOORS
195 FIGURE 3 MODIFICATION DETAILS
196 4 SUMMARY
198 APPENDIX
RESOURCE A TABLE OF CONTENTS
200 PURPOSE AND PROCEDURE
201 SECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0 TO LESS THAN 4 THICK
TABLE 1.1.1 MASONRY WALLS0 TO LESS THAN 4 THICK
202 TABLE 1.1.1—continued MASONRY WALLS0 TO LESS THAN 4 THICK
203 TABLE 1.1.1—continued MASONRY WALLS0 TO LESS THAN 4 THICK
204 FIGURE 1.1.2 MASONRY WALLS4 TO LESS THAN 6 THICK
TABLE 1.1.2 MASONRY WALLS4 TO LESS THAN 6 THICK
205 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
206 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
207 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
208 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
209 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
210 TABLE 1.1.2—continued MASONRY WALLS4 TO LESS THAN 6 THICK
211 FIGURE 1.1.3 MASONRY WALLS6 TO LESS THAN 8 THICK
TABLE 1.1.3 MASONRY WALLS6 TO LESS THAN 8 THICK
212 TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
213 TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
214 TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
215 TABLE 1.1.3—continued MASONRY WALLS6 TO LESS THAN 8 THICK
216 FIGURE 1.1.4 MASONRY WALLS8 TO LESS THAN 10 THICK
TABLE 1.1.4 MASONRY WALLS8 TO LESS THAN 10 THICK
217 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
218 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
219 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
220 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
221 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
222 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
223 TABLE 1.1.4—continued MASONRY WALLS8 TO LESS THAN 10 THICK
224 FIGURE 1.1.5 MASONRY WALLS10 TO LESS THAN 12 THICK
TABLE 1.1.5 MASONRY WALLS 10 TO LESS THAN 12 THICK
225 TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
226 TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
227 TABLE 1.1.5—continued MASONRY WALLS10 TO LESS THAN 12 THICK
228 FIGURE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK
TABLE 1.1.6 MASONRY WALLS 12 TO LESS THAN 14 THICK
229 TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
230 TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
231 TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
232 TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
233 TABLE 1.1.6—continued MASONRY WALLS 12 TO LESS THAN 14 THICK
234 FIGURE 1.1.7 MASONRY WALLS 14 OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14 OR MORE THICK
235 TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK
236 TABLE 1.1.7—continued MASONRY WALLS 14 OR MORE THICK
237 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
238 TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
239 TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
240 TABLE 1.2.1—continued METAL FRAME WALLS 0 TO LESS THAN 4 THICK
241 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
242 TABLE 1.2.2—continued METAL FRAME WALLS 4 TO LESS THAN 6 THICK
243 TABLE 1.2.3 METAL FRAME WALLS 6 TO LESS THAN 8 THICK
244 TABLE 1.2.4 METAL FRAME WALLS 8 TO LESS THAN 10 THICK
245 TABLE 1.3.1 WOOD FRAME WALLS 0 TO LESS THAN 4 THICK
246 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
247 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
248 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
249 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
250 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
251 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
252 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
253 TABLE 1.3.2—continued WOOD FRAME WALLS 4 TO LESS THAN 6 THICK
254 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
255 TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 TO LESS THAN 6 THICK
256 FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
257 TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
258 SECTION II – COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 TO LESS THAN 6
259 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
260 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12
261 TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 TO LESS THAN 12
262 TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14
263 TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 TO LESS THAN 16
264 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
265 TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 TO LESS THAN 18
266 TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 TO LESS THAN 20
267 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
268 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
269 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
270 TABLE 2.2 ROUND CAST IRON COLUMNS
271 FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
272 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
273 TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6 TO LESS THAN 8 THICK
274 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
275 TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10
276 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
277 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
278 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
279 TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 TO LESS THAN 12
280 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
281 TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 TO LESS THAN 14
282 FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16
TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 TO LESS THAN 16
283 TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 TO LESS THAN 16
284 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
285 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
286 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
287 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 ENCASEMENTSMINIMUM DIMENSION 12 TO LESS THAN 14
288 SECTION III – FLOOR/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
289 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
290 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
291 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
292 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
293 TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
294 FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
295 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
296 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
297 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
298 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
299 TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
300 FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
301 TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
302 TABLE 3.3—continued
FLOOR/CEILING ASSEMBLIES—WOOD JOIST
303 TABLE 3.3—continued
FLOOR/CEILING ASSEMBLIES—WOOD JOIST
304 FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
305 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
306 TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
307 SECTION IV – BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
308 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
309 TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
310 TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
311 TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
312 TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 TO LESS THAN 16
313 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
314 SECTION V – DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
315 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
316 TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
317 BIBLIOGRAPHY
324 INDEX
330 CHANGES TO THE CODE DEVELOPMENT PROCESS
331 ADDITIONAL CODE RESOURCES FROM THE ICC
332 DIGITAL CODES PREMIUM
333 ICC EVALUATION SERVICES
WA StateExistingBuildingCode 2021 1stptg
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