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ICC International Existing Building Code (IEBC) 2003

ICC International Existing Building Code (IEBC) 2003

$28.44

International Existing Building Code

Published By Publication Date Number of Pages
ICC 2003 300
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Provides provisions for improving and upgrading existing buildings to conserve resources and history.

PDF Catalog

PDF Pages PDF Title
2 Preface
5 Ordinance
7 Table of Contents
11 Chapter 1 – Administration
Section 101
Section 102
12 Section 103
Section 104
13 Section 105
15 Section 106
16 Section 107
Section 108
Section 109
17 Section 110
18 Section 111
Section 112
Section 113
Section 114
19 Section 115
Section 116
Section 117
21 Chapter 2 – Definitions
Section 201
Section 202
23 Chapter 3 – Classification of Work
Section 301
Section 302
Section 303
Section 304
Section 305
Section 306
Section 307
Section 308
Section 309
25 Chapter 4 – Repairs
Section 401
Section 402
Section 403
Section 404
Section 405
Section 406
Section 407
Table 407.1.1.2
26 Section 408
Section 409
27 Section 410
29 Chapter 5 – Alterations – Level 1
Section 501
Section 502
Section 503
Section 504
Section 505
Section 506
30 Table 506.1.4
Section 507
33 Chapter 6 – Alterations – Level 2
Section 601
Section 602
Section 603
35 Section 604
37 Section 605
40 Section 606
Section 607
41 Section 608
Section 609
42 Section 610
43 Chapter 7 – Alterations – Level 3
Section 701
Section 702
Section 703
Section 704
44 Section 705
Section 706
Section 707
47 Chapter 8 – Change of Occupancy
Section 801
Section 802
Section 803
Section 804
Section 805
Section 806
Section 807
48 Section 808
49 Section 809
Section 810
Section 811
Section 812
50 Table 812.4.1
51 Table 812.4.2
Table 812.4.3
55 Chapter 9 – Additions
Section 901
Section 902
Section 903
56 Section 904
Section 905
Section 906
57 Chapter 10 – Historic Buildings
Section 1001
Section 1002
Section 1003
58 Section 1004
Section 1005
59 Section 1006
61 Chapter 11 – Relocated or Moved Buildings
Section 1101
Section 1102
63 Chapter 12 – Compliance Alternatives
Section 1201
64 Equation 12-1
Equation 12-2
Equation 12-3
65 Equation 12-4
Table 1201.6.3
66 Equation 12-5
Table 1201.6.4
Table 1201.6.5
Table 1201.6.6(1)
Table 1201.6.6(2)
67 Table 1201.6.8
Table 1201.6.9
Table 1201.6.10
68 Table 1201.6.11
69 Table 1201.6.12
Equation 12-6
Table 1201.6.14
Table 1201.6.15
70 Table 1201.6.16
Table 1201.6.17
71 Table 1201.6.18
72 Table 1201.6.19
Table 1201.8
Table 1201.9
73 Table 1201.7
75 Chapter 13 – Construction Safeguards
Section 1301
Table 1301.6
76 Section 1302
Section 1303
77 Section 1304
Section 1305
Section 1306
Section 1307
Section 1308
79 Chapter 14 – Referenced Standards
83 Appendix A Guidelines for the Seismic Retrofit of Existing Buildings
Chapter A1 – Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings
Section A101
Section A102
Section A103
Section A104
84 Section A105
85 Section A106
86 Equation A1-1
Equation A1-2
Equation A1-3
87 Section A107
Section A108
Equation A1-4
Equation A1-5
Equation A1-6
88 Section A109
Section A110
Equation A1-7
Section A111
89 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
90 Equation A1-18
Equation A1-19
Section A112
Equation A1-20
Equation A1-21
Equation A1-22
Equation A1-23
Equation A1-24
Equation A1-25
91 Section A113
92 Section A114
Table A1-A
Table A1-B
Table A1-C
93 Table A1-D
94 Table A1-E
Table A1-F
Table A1-G
95 Figure A1-1
96 Figure A1-2
97 Chapter A2 – Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Building with Flexible Diahragms
Section A201
Section A202
Section A203
Section A204
Section A205
98 Section A206
99 Section A207
101 Chapter A3 – Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood-Frame Residential Buildings
Section A301
Section A302
102 Section A303
Section A304
105 Table A3-A
Table A3-B
106 Figure A3-1
107 Figure A3-2
108 Figure A3-3
109 Figure A3-4A
110 Figure A3-4B
Figure A3-4C
111 Figure A3-5
112 Figure A3-6
113 Figure A3-7
114 Figure A3-8
115 Figure A3-9
116 Figure A3-10
117 Chapter A4 – Earthquake Hazard Reduction in Existing Wood-Frame Residential Buildings with Soft, Weak or Open-Front Walls
Section A401
Section A402
118 Section A403
120 Section A404
Section A405
121 Section A406
Section A407
122 Section A408
Table A4-A
123 Table A4-B
Table A4-C
Table A4-D
124 Table A4-E
125 Chapter A5 – Earthquake Hazard Reduction in Existing Concrete Buildings and Concrete with Masonry Infill Buildings
Section A501
Section A502
Section A503
Section A504
126 Section A505
Table A505.1
127 Table A505.2
Section A506
Section A507
128 Equation A5-1
Section A5-2
Equation A5-3
Section A508
129 Table A508.1
130 Equation A5-4
Section A509
131 Equation A5-5
Equation A5-6
Equation A5-7
132 Equation A5-8
Equation A5-9
Equation A5-10
Equation A5-11
Equation A5-12
Equation A5-13
Equation A-14
133 Table A509.4.2
136 Table A5-A
138 Table A5-B
140 Table A5-C
141 Referenced Standards
143 Appendix B – Supplementary Accessibility Requirements for Existing Building and Facilities
Section B 101
Section B 102
144 Section B 103
145 Resource A – Guideline on Fire Rating of Archaic Materials and Assemblies
146 Purpose
1 – Fire-Related Performance of Archaic Materials and Assemblies
Tunnel Test Results for Eight Species of Lumber
147 2 – Building Evaluation
2.1 – Preliminary Evaluation
149 Figure 1
151 Figure 2
2.2 – Fire Resistance of Existing Building Elements
152 2.3 – Effects of Penetrations in Fire Resistant Assemblies
3 – Final Evaluation and Design Solution
3.1 – The Experimental Approach
153 3.2 – The Theoretical Approach
155 Examples Applications of Harmathy’s Rules
Example 1
156 Example 2
Example 3
Example 4
Example 5
3.3 – “Thickness Design” Strategy
157 3.4 – Evaluation of Doors
4 -Summary
158 Figure 3
161 Resource A Table of Contents
163 Purpose and Procedure
164 Section 1 – Walls
Figure 1.1.1
Table 1.1.1
168 Figure 1.1.2
Table 1.1.2
177 Figure 1.1.3
Table 1.1.3
183 Figure 1.1.4
Table 1.1.4
192 Figure 1.1.5
Table 1.1.5
196 Figure 1.1.6
Table 1.1.6
203 Figure 1.1.7
Table 1.1.7
206 Figure 1.2.1
Table 1.2.1
210 Figure 1.2.2
211 Table 1.2.2
212 Table 1.2.3
213 Table 1.2.4
214 Table 1.3.1
215 Figure 1.3.2
Table 1.3.2
223 Table 1.3.3
Table 1.4.1
224 Table 1.4.2
225 Figure 1.5.1
Table 1.5.1
226 Table 1.5.2
227 Section II – Columns
Table 2.1.1
Figure 2.1.2
228 Table 2.1.2
231 Table 2.1.3
232 Table 2.1.4
233 Figure 2.1.5
Table 2.1.5
235 Table 2.1.6
236 Figure 2.1.7
Table 2.1.7
237 Table 2.1.8
238 Table 2.1.9
Table 2.1.10
Table 2.1.11
239 Table 2.2
240 Table 2.3
241 Table 2.4
Table 2.5.1.1
242 Table 2.5.1.2
243 Figure 2.5.1.3
Table 2.5.1.3
245 Figure 2.5.1.4
Table 2.5.1.4
250 Figure 2.5.1.5
Table 2.5.1.5
252 Figure 2.5.1.6
Table 2.5.1.6
253 Table 2.5.1.7
254 Table 2.5.2.1
Table 2.5.2.2
255 Table 2.5.2.3
Table 2.5.3.1
256 Table 2.5.3.2
Table 2.5.4.1
Table 2.5.4.2
257 Table 2.5.4.3
Table 2.5.4.4
258 Section III – Floor/Ceiling Assembly
Figure 3.1
Table 3.1
264 Figure 3.2
Table 3.2
271 Figure 3.3
Table 3.3
276 Figure 3.4
Table 3.4
279 Section IV – Beams
Table 4.1.1
282 Table 4.1.2
284 Table 4.1.3
285 Table 4.2.1
Table 4.2.2
286 Section V – Doors
Table 5.1
289 Bibliography
297 Index

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ICC International Existing Building Code (IEBC) 2003
$28.44