{"id":120173,"date":"2024-10-19T04:15:02","date_gmt":"2024-10-19T04:15:02","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-international-existing-building-code-iebc-2003\/"},"modified":"2024-10-24T22:48:55","modified_gmt":"2024-10-24T22:48:55","slug":"icc-international-existing-building-code-iebc-2003","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-international-existing-building-code-iebc-2003\/","title":{"rendered":"ICC International Existing Building Code (IEBC) 2003"},"content":{"rendered":"
Provides provisions for improving and upgrading existing buildings to conserve resources and history.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | Preface <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | Ordinance <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Chapter 1 – Administration Section 101 Section 102 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Section 103 Section 104 <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Section 105 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Section 106 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Section 107 Section 108 Section 109 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Section 110 <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Section 111 Section 112 Section 113 Section 114 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Section 115 Section 116 Section 117 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Chapter 2 – Definitions Section 201 Section 202 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Chapter 3 – Classification of Work Section 301 Section 302 Section 303 Section 304 Section 305 Section 306 Section 307 Section 308 Section 309 <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Chapter 4 – Repairs Section 401 Section 402 Section 403 Section 404 Section 405 Section 406 Section 407 Table 407.1.1.2 <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Section 408 Section 409 <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Section 410 <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Chapter 5 – Alterations – Level 1 Section 501 Section 502 Section 503 Section 504 Section 505 Section 506 <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Table 506.1.4 Section 507 <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Chapter 6 – Alterations – Level 2 Section 601 Section 602 Section 603 <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Section 604 <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Section 605 <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Section 606 Section 607 <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Section 608 Section 609 <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Section 610 <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Chapter 7 – Alterations – Level 3 Section 701 Section 702 Section 703 Section 704 <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Section 705 Section 706 Section 707 <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Chapter 8 – Change of Occupancy Section 801 Section 802 Section 803 Section 804 Section 805 Section 806 Section 807 <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Section 808 <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Section 809 Section 810 Section 811 Section 812 <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Table 812.4.1 <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Table 812.4.2 Table 812.4.3 <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Chapter 9 – Additions Section 901 Section 902 Section 903 <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Section 904 Section 905 Section 906 <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Chapter 10 – Historic Buildings Section 1001 Section 1002 Section 1003 <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Section 1004 Section 1005 <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Section 1006 <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Chapter 11 – Relocated or Moved Buildings Section 1101 Section 1102 <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | Chapter 12 – Compliance Alternatives Section 1201 <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Equation 12-1 Equation 12-2 Equation 12-3 <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Equation 12-4 Table 1201.6.3 <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Equation 12-5 Table 1201.6.4 Table 1201.6.5 Table 1201.6.6(1) Table 1201.6.6(2) <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Table 1201.6.8 Table 1201.6.9 Table 1201.6.10 <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Table 1201.6.11 <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Table 1201.6.12 Equation 12-6 Table 1201.6.14 Table 1201.6.15 <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Table 1201.6.16 Table 1201.6.17 <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Table 1201.6.18 <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | Table 1201.6.19 Table 1201.8 Table 1201.9 <\/td>\n<\/tr>\n | ||||||
73<\/td>\n | Table 1201.7 <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Chapter 13 – Construction Safeguards Section 1301 Table 1301.6 <\/td>\n<\/tr>\n | ||||||
76<\/td>\n | Section 1302 Section 1303 <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Section 1304 Section 1305 Section 1306 Section 1307 Section 1308 <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Chapter 14 – Referenced Standards <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Section A105 <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Section A106 <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | Equation A1-1 Equation A1-2 Equation A1-3 <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Section A107 Section A108 Equation A1-4 Equation A1-5 Equation A1-6 <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | Section A109 Section A110 Equation A1-7 Section A111 <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | Section A113 <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Section A114 Table A1-A Table A1-B Table A1-C <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Table A1-D <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Table A1-E Table A1-F Table A1-G <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | Figure A1-1 <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | Figure A1-2 <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Section A206 <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | Section A207 <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Chapter A3 – Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood-Frame Residential Buildings Section A301 Section A302 <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | Section A303 Section A304 <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | Table A3-A Table A3-B <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | Figure A3-1 <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | Figure A3-2 <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Figure A3-3 <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | Figure A3-4A <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Figure A3-4B Figure A3-4C <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | Figure A3-5 <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | Figure A3-6 <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | Figure A3-7 <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Figure A3-8 <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | Figure A3-9 <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Figure A3-10 <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Chapter A4 – Earthquake Hazard Reduction in Existing Wood-Frame Residential Buildings with Soft, Weak or Open-Front Walls Section A401 Section A402 <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | Section A403 <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | Section A404 Section A405 <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | Section A406 Section A407 <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Section A408 Table A4-A <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Table A4-B Table A4-C Table A4-D <\/td>\n<\/tr>\n | ||||||
124<\/td>\n | Table A4-E <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | Chapter A5 – Earthquake Hazard Reduction in Existing Concrete Buildings and Concrete with Masonry Infill Buildings Section A501 Section A502 Section A503 Section A504 <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | Section A505 Table A505.1 <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Table A505.2 Section A506 Section A507 <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Equation A5-1 Section A5-2 Equation A5-3 Section A508 <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Table A508.1 <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | Equation A5-4 Section A509 <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | Equation A5-5 Equation A5-6 Equation A5-7 <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | Equation A5-8 Equation A5-9 Equation A5-10 Equation A5-11 Equation A5-12 Equation A5-13 Equation A-14 <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | Table A509.4.2 <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Table A5-A <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | Table A5-B <\/td>\n<\/tr>\n | ||||||
140<\/td>\n | Table A5-C <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | Referenced Standards <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Appendix B – Supplementary Accessibility Requirements for Existing Building and Facilities Section B 101 Section B 102 <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | Section B 103 <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | Resource A – Guideline on Fire Rating of Archaic Materials and Assemblies <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Purpose 1 – Fire-Related Performance of Archaic Materials and Assemblies Tunnel Test Results for Eight Species of Lumber <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | 2 – Building Evaluation 2.1 – Preliminary Evaluation <\/td>\n<\/tr>\n | ||||||
149<\/td>\n | Figure 1 <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Figure 2 2.2 – Fire Resistance of Existing Building Elements <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | 2.3 – Effects of Penetrations in Fire Resistant Assemblies 3 – Final Evaluation and Design Solution 3.1 – The Experimental Approach <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 3.2 – The Theoretical Approach <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Examples Applications of Harmathy’s Rules Example 1 <\/td>\n<\/tr>\n | ||||||
156<\/td>\n | Example 2 Example 3 Example 4 Example 5 3.3 – “Thickness Design” Strategy <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 3.4 – Evaluation of Doors 4 -Summary <\/td>\n<\/tr>\n | ||||||
158<\/td>\n | Figure 3 <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Resource A Table of Contents <\/td>\n<\/tr>\n | ||||||
163<\/td>\n | Purpose and Procedure <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Section 1 – Walls Figure 1.1.1 Table 1.1.1 <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | Figure 1.1.2 Table 1.1.2 <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Figure 1.1.3 Table 1.1.3 <\/td>\n<\/tr>\n | ||||||
183<\/td>\n | Figure 1.1.4 Table 1.1.4 <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Figure 1.1.5 Table 1.1.5 <\/td>\n<\/tr>\n | ||||||
196<\/td>\n | Figure 1.1.6 Table 1.1.6 <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | Figure 1.1.7 Table 1.1.7 <\/td>\n<\/tr>\n | ||||||
206<\/td>\n | Figure 1.2.1 Table 1.2.1 <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Figure 1.2.2 <\/td>\n<\/tr>\n | ||||||
211<\/td>\n | Table 1.2.2 <\/td>\n<\/tr>\n | ||||||
212<\/td>\n | Table 1.2.3 <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Table 1.2.4 <\/td>\n<\/tr>\n | ||||||
214<\/td>\n | Table 1.3.1 <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Figure 1.3.2 Table 1.3.2 <\/td>\n<\/tr>\n | ||||||
223<\/td>\n | Table 1.3.3 Table 1.4.1 <\/td>\n<\/tr>\n | ||||||
224<\/td>\n | Table 1.4.2 <\/td>\n<\/tr>\n | ||||||
225<\/td>\n | Figure 1.5.1 Table 1.5.1 <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Table 1.5.2 <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Section II – Columns Table 2.1.1 Figure 2.1.2 <\/td>\n<\/tr>\n | ||||||
228<\/td>\n | Table 2.1.2 <\/td>\n<\/tr>\n | ||||||
231<\/td>\n | Table 2.1.3 <\/td>\n<\/tr>\n | ||||||
232<\/td>\n | Table 2.1.4 <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Figure 2.1.5 Table 2.1.5 <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | Table 2.1.6 <\/td>\n<\/tr>\n | ||||||
236<\/td>\n | Figure 2.1.7 Table 2.1.7 <\/td>\n<\/tr>\n | ||||||
237<\/td>\n | Table 2.1.8 <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Table 2.1.9 Table 2.1.10 Table 2.1.11 <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | Table 2.2 <\/td>\n<\/tr>\n | ||||||
240<\/td>\n | Table 2.3 <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | Table 2.4 Table 2.5.1.1 <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | Table 2.5.1.2 <\/td>\n<\/tr>\n | ||||||
243<\/td>\n | Figure 2.5.1.3 Table 2.5.1.3 <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Figure 2.5.1.4 Table 2.5.1.4 <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Figure 2.5.1.5 Table 2.5.1.5 <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | Figure 2.5.1.6 Table 2.5.1.6 <\/td>\n<\/tr>\n | ||||||
253<\/td>\n | Table 2.5.1.7 <\/td>\n<\/tr>\n | ||||||
254<\/td>\n | Table 2.5.2.1 Table 2.5.2.2 <\/td>\n<\/tr>\n | ||||||
255<\/td>\n | Table 2.5.2.3 Table 2.5.3.1 <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Table 2.5.3.2 Table 2.5.4.1 Table 2.5.4.2 <\/td>\n<\/tr>\n | ||||||
257<\/td>\n | Table 2.5.4.3 Table 2.5.4.4 <\/td>\n<\/tr>\n | ||||||
258<\/td>\n | Section III – Floor\/Ceiling Assembly Figure 3.1 Table 3.1 <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Figure 3.2 Table 3.2 <\/td>\n<\/tr>\n | ||||||
271<\/td>\n | Figure 3.3 Table 3.3 <\/td>\n<\/tr>\n | ||||||
276<\/td>\n | Figure 3.4 Table 3.4 <\/td>\n<\/tr>\n | ||||||
279<\/td>\n | Section IV – Beams Table 4.1.1 <\/td>\n<\/tr>\n | ||||||
282<\/td>\n | Table 4.1.2 <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Table 4.1.3 <\/td>\n<\/tr>\n | ||||||
285<\/td>\n | Table 4.2.1 Table 4.2.2 <\/td>\n<\/tr>\n | ||||||
286<\/td>\n | Section V – Doors Table 5.1 <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | Bibliography <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" International Existing Building Code<\/b><\/p>\n |