{"id":175830,"date":"2024-10-19T10:53:50","date_gmt":"2024-10-19T10:53:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-iebc-commentary-2015\/"},"modified":"2024-10-25T03:08:17","modified_gmt":"2024-10-25T03:08:17","slug":"icc-iebc-commentary-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-iebc-commentary-2015\/","title":{"rendered":"ICC IEBC Commentary 2015"},"content":{"rendered":"

A practical tool that helps you to master the code you deal with every day! This comprehensive publication provides a convenient reference for regulations in the 2015 International Existing Building Code\u00ae (IEBC\u00ae).<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 IEBC\u00ae CODE AND COMMENTARY <\/td>\n<\/tr>\n
2<\/td>\n2015 IEBC\u00ae CODE AND COMMENTARY TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
9<\/td>\nPART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
10<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
11<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL <\/td>\n<\/tr>\n
16<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
23<\/td>\nSECTION 108 FEES <\/td>\n<\/tr>\n
24<\/td>\nSECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
27<\/td>\nSECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS <\/td>\n<\/tr>\n
28<\/td>\nSECTION 113 VIOLATIONS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT <\/td>\n<\/tr>\n
30<\/td>\nSECTION 116 EMERGENCY MEASURES <\/td>\n<\/tr>\n
31<\/td>\nSECTION 117 DEMOLITION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 2 DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
GENERAL COMMENTS <\/td>\n<\/tr>\n
39<\/td>\nPURPOSE
SECTION 301 ADMINISTRATION <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 301.1.4(1) RISK CATEGORIES AND IMPORTANCE FACTORS <\/td>\n<\/tr>\n
41<\/td>\nFIGURE 301.1.4(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE
FIGURE 301.1.4(3) FEMA 356 REHABILITATION OBJECTIVES <\/td>\n<\/tr>\n
42<\/td>\nFIGURE 301.1.4(4) BASIC SAFETY OBJECTIVES (BSO) <\/td>\n<\/tr>\n
43<\/td>\nFIGURE 301.1.4(5) FEMA 356 REHABILITATION PROCESS <\/td>\n<\/tr>\n
44<\/td>\nTABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES <\/td>\n<\/tr>\n
45<\/td>\nTABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
SECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
47<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD
GENERAL COMMENTS
PURPOSE
SECTION 401 GENERAL <\/td>\n<\/tr>\n
49<\/td>\nSECTION 402 ADDITIONS <\/td>\n<\/tr>\n
50<\/td>\nFIGURE 402.1 EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
52<\/td>\nSECTION 403 ALTERATIONS
FIGURE 403.1 PROPOSED CORRIDOR EXTENSION <\/td>\n<\/tr>\n
56<\/td>\nSECTION 404 REPAIRS <\/td>\n<\/tr>\n
59<\/td>\nSECTION 405 FIRE ESCAPES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS <\/td>\n<\/tr>\n
62<\/td>\nSECTION 407 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
63<\/td>\nSECTION 408 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
70<\/td>\nTABLE 410.8.5 RAMPS <\/td>\n<\/tr>\n
73<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 5 CLASSIFICATION OF WORK
GENERAL COMMENTS
PURPOSE
SECTION 501 GENERAL
SECTION 502 REPAIRS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 503 ALTERATION\u2014LEVEL 1
SECTION 504 ALTERATION\u2014LEVEL 2
SECTION 505 ALTERATION\u2014LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
78<\/td>\nSECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 6 REPAIRS
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
81<\/td>\nSECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL <\/td>\n<\/tr>\n
84<\/td>\nSECTION 607 ELECTRICAL <\/td>\n<\/tr>\n
85<\/td>\nSECTION 608 MECHANICAL <\/td>\n<\/tr>\n
86<\/td>\nSECTION 609 PLUMBING
BIBLIOGRAPHY <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 7 ALTERATIONS LEVEL 1
GENERAL COMMENTS
PURPOSE
SECTION 701 GENERAL <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 702.4(1) HEIGHT OF OPENING FROM FLOOR <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 702.4(2) HEIGHT OF OPENING FROM FINISHED GRADE <\/td>\n<\/tr>\n
92<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY <\/td>\n<\/tr>\n
94<\/td>\nTABLE 705.1.4 RAMPS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 706 REROOFING <\/td>\n<\/tr>\n
99<\/td>\nSECTION 707 STRUCTURAL <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 707.3.1 MASONRY PARAPET BRACE
SECTION 708 ENERGY CONSERVATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
104<\/td>\nCHAPTER 8 ALTERATIONS LEVEL 2
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL <\/td>\n<\/tr>\n
105<\/td>\nFIGURE 801.1 RECONFIGURED SPACE <\/td>\n<\/tr>\n
106<\/td>\nSECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
109<\/td>\nFIGURE 803.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS <\/td>\n<\/tr>\n
111<\/td>\nSECTION 804 FIRE PROTECTION <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 804.2.2.1 EXAMPLE 804.2.2.1 <\/td>\n<\/tr>\n
116<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
120<\/td>\nFIGURE 805.3.3 MAIN ENTRANCE\u2014GROUP A
FIGURE 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE <\/td>\n<\/tr>\n
121<\/td>\nFIGURE 805.4.2 DOOR SWING <\/td>\n<\/tr>\n
122<\/td>\nFIGURE 805.4.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING <\/td>\n<\/tr>\n
127<\/td>\nFIGURE 805.9.2 HANDRAILS <\/td>\n<\/tr>\n
128<\/td>\nSECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL <\/td>\n<\/tr>\n
130<\/td>\nSECTION 808 ELECTRICAL <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 808.3 RESIDENTIAL OCCUPANCY ELECTRICAL
SECTION 809 MECHANICAL <\/td>\n<\/tr>\n
132<\/td>\nSECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION <\/td>\n<\/tr>\n
133<\/td>\nFIGURE 810.1 MINIMUM PLUMBING FIXTURES <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 9 ALTERATIONS LEVEL 3
GENERAL COMMENTS
PURPOSE
SECTION 901 GENERAL <\/td>\n<\/tr>\n
135<\/td>\nSECTION 902 SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
136<\/td>\nSECTION 903 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 904 FIRE PROTECTION <\/td>\n<\/tr>\n
138<\/td>\nFIGURE 904.1.1 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
139<\/td>\nFIGURE 904.1.2 RUBBISH AND LINEN CHUTES <\/td>\n<\/tr>\n
140<\/td>\nSECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
143<\/td>\nSECTION 908 ENERGY CONSERVATION <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER 10 CHANGE OF OCCPANCY
GENERAL COMMENTS
PURPOSE
SECTION 1001 GENERAL <\/td>\n<\/tr>\n
145<\/td>\nSECTION 1002 SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
146<\/td>\nSECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL <\/td>\n<\/tr>\n
148<\/td>\nSECTION 1008 ELECTRICAL <\/td>\n<\/tr>\n
149<\/td>\nSECTION 1009 MECHANICAL
SECTION 1010 PLUMBING <\/td>\n<\/tr>\n
150<\/td>\nSECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
152<\/td>\nTABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
153<\/td>\nTABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
157<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
158<\/td>\nCHAPTER 11 ADDITIONS
GENERAL COMMENTS
PURPOSE
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS <\/td>\n<\/tr>\n
159<\/td>\nFIGURE 1102.2(1) EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
160<\/td>\nSECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
161<\/td>\nFIGURE 1103.3.2 HORIZONTAL ADDITIONS <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 1103.4 DRIFTING SNOW DUE TO AN ADDITION <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY <\/td>\n<\/tr>\n
164<\/td>\nSECTION 1106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
166<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1201 GENERAL <\/td>\n<\/tr>\n
167<\/td>\nSECTION 1202 REPAIRS <\/td>\n<\/tr>\n
168<\/td>\nSECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
169<\/td>\nSECTION 1204 ALTERATIONS <\/td>\n<\/tr>\n
170<\/td>\nSECTION 1205 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
172<\/td>\nSECTION 1206 STRUCTURAL <\/td>\n<\/tr>\n
173<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
174<\/td>\nCHAPTER 13 RELOCATED OR MOVED BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS <\/td>\n<\/tr>\n
178<\/td>\nCHAPTER 14 PERFORMANCE COMPLIANCE METHODS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL <\/td>\n<\/tr>\n
183<\/td>\nEQUATION 14-1
EQUATION 14-2 <\/td>\n<\/tr>\n
184<\/td>\nEQUATION 14-3 <\/td>\n<\/tr>\n
185<\/td>\nEQUATION 14-4 <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 1401.6.2.2(1) ALLOWABLE AREA\u2014SINGLE-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 1401.6.2.2(2) ALLOWABLE AREA\u2014MIXED-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1401.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1401.6.4 SEPARATION VALUES
FIGURE 1401.6.4.1(1) DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 1401.6.4.1(2) TENANT SEPARATION <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1401.6.5 CORRIDOR WALL VALUES
FIGURE 1401.6.5.1(1) CORRIDOR WALL VALUES\u2014CATEGORY A <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
FIGURE 1401.6.5.1(2) CORRIDOR WALL VALUES\u2014CATEGORY B <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5 <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1401.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1401.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1401.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
199<\/td>\nFIGURE 1401.6.11(1) MEANS-OF-EGRESS VALUES\u2014CATEGORY B
FIGURE 1401.6.11(2) MEANS-OF-EGRESS VALUES\u2014CATEGORY A <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6 <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 1401.6.12.1(1) TYPICAL DEAD-END CORRIDOR
FIGURE 1401.6.12.1(2) DEAD-END VALUES\u2014CATEGORY B <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1401.6.14 ELEVATOR CONTROL VALUES
FIGURE 1401.6.12.1(3) DEAD-END VALUES\u2014CATEGORY A
FIGURE 1401.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP S-1 <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 1401.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP B
FIGURE 1401.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP R <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1401.6.16 MIXED OCCUPANCY VALUES <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1401.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1401.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 1401.6.19 INCIDENTAL USE AREA VALUES <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1401.6.21.1 PATIENT ABILITY VALUES
TABLE 1401.6.21.2 PATIENT CONCENTRATION VALUES
TABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1401.7 SUMMARY SHEET-BUILDING CODE <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1401.8 MANDATORY SAFETY SCORES
TABLE 1401.9 EVALUATION FORMULAS <\/td>\n<\/tr>\n
215<\/td>\nFIGURE 1401.9 EXAMPLE OF EVALUATION FORMULAS <\/td>\n<\/tr>\n
216<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
218<\/td>\nCHAPTER 15 CONSTRUCTION SAFEGUARDS
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL <\/td>\n<\/tr>\n
219<\/td>\n[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
221<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
222<\/td>\nSECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
223<\/td>\nSECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
224<\/td>\nCHAPTER 16 REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 16 REFERENCED STANDARDS <\/td>\n<\/tr>\n
226<\/td>\nASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
227<\/td>\nICC <\/td>\n<\/tr>\n
228<\/td>\nNFPA
UL <\/td>\n<\/tr>\n
230<\/td>\nAPPENDIX A GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDING
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
GENERAL <\/td>\n<\/tr>\n
231<\/td>\nSECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n
233<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
234<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
235<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
236<\/td>\nEQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
237<\/td>\nEQUATION A1-3 <\/td>\n<\/tr>\n
239<\/td>\nSECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS <\/td>\n<\/tr>\n
240<\/td>\nEQUATION A1-4
EQUATION A1-5
EQUATION A1-6 <\/td>\n<\/tr>\n
241<\/td>\nSECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7 <\/td>\n<\/tr>\n
242<\/td>\nSECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
243<\/td>\nEQUATION A1-8 <\/td>\n<\/tr>\n
245<\/td>\nEQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12 <\/td>\n<\/tr>\n
246<\/td>\nEQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16 <\/td>\n<\/tr>\n
247<\/td>\nEQUATION A1-17 <\/td>\n<\/tr>\n
248<\/td>\nEQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20 <\/td>\n<\/tr>\n
249<\/td>\nEQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25 <\/td>\n<\/tr>\n
250<\/td>\nSECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
252<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
BIBLIOGRAPHY <\/td>\n<\/tr>\n
253<\/td>\n[BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS <\/td>\n<\/tr>\n
254<\/td>\nTABLE A1-C HORIZONTAL FORCE FACTOR, Cp
[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
255<\/td>\n[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 <\/td>\n<\/tr>\n
256<\/td>\n[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
257<\/td>\n[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
258<\/td>\nCHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE <\/td>\n<\/tr>\n
259<\/td>\nSECTION A202 SCOPE <\/td>\n<\/tr>\n
260<\/td>\nSECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
261<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
266<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAM RESIDENTIAL BUILDINGS
SECTION A301 GENERAL <\/td>\n<\/tr>\n
271<\/td>\nSECTION A302 DEFINITIONS <\/td>\n<\/tr>\n
272<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES <\/td>\n<\/tr>\n
274<\/td>\nSECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
283<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
284<\/td>\n[BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE <\/td>\n<\/tr>\n
285<\/td>\n[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
286<\/td>\n[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
287<\/td>\n[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
288<\/td>\n[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
289<\/td>\n[BS] FIGURE A3-4 B 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\u2014ALTERNATE CONNECTION FOR BATTERED FOOTING <\/td>\n<\/tr>\n
290<\/td>\n[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
291<\/td>\n[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
292<\/td>\n[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
293<\/td>\n[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
294<\/td>\n[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
295<\/td>\n[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
296<\/td>\n[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
297<\/td>\n[BS] FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
298<\/td>\nCHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAMED RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL <\/td>\n<\/tr>\n
300<\/td>\nSECTION A402 DEFINITIONS <\/td>\n<\/tr>\n
301<\/td>\nFIGURE A402 OPEN FRONT WALL LINE\u2014EXCESSIVE CANTILEVER CALCULATION <\/td>\n<\/tr>\n
302<\/td>\nSECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
303<\/td>\nFIGURE A403.2 20-PERCENT EXCEPTION CALCULATION <\/td>\n<\/tr>\n
306<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY <\/td>\n<\/tr>\n
307<\/td>\nFIGURE A404.1 SECTION A404 DEFINITIONS <\/td>\n<\/tr>\n
309<\/td>\nSECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS <\/td>\n<\/tr>\n
310<\/td>\nSECTION A407 QUALITY CONTROL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS
PURPOSE <\/td>\n<\/tr>\n
313<\/td>\nSECTION A501 PURPOSE
SECTION A502 SCOPE <\/td>\n<\/tr>\n
314<\/td>\nSECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION <\/td>\n<\/tr>\n
315<\/td>\nSECTION A505 TIER 1 ANALYSIS PROCEDURE
SECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
317<\/td>\nEQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
318<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
320<\/td>\nCHAPTER A6 REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
322<\/td>\nAPPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
GENERAL COMMENTS
PURPOSE
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES <\/td>\n<\/tr>\n
323<\/td>\nSECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
324<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
326<\/td>\nAPPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGHT WIND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
327<\/td>\nSECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
328<\/td>\n[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
[BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN <\/td>\n<\/tr>\n
329<\/td>\nSECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY <\/td>\n<\/tr>\n
330<\/td>\n[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
331<\/td>\n[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
332<\/td>\n[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
333<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
334<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
335<\/td>\n[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) <\/td>\n<\/tr>\n
337<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
338<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
339<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
340<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
341<\/td>\n[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
342<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
343<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
344<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
345<\/td>\n[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 <\/td>\n<\/tr>\n
346<\/td>\n[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 <\/td>\n<\/tr>\n
348<\/td>\nCHAPTER C2 ROOF DECK FASTENING FOR HIGH WIND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
349<\/td>\nSECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
350<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
351<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
352<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
353<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
355<\/td>\n2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
356<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
358<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
360<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
362<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
364<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
369<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
371<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
372<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
373<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
375<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
376<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
378<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
379<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
380<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
381<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
383<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
384<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
385<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
386<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
387<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
388<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
393<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
398<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
402<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
404<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
405<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
406<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
411<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
413<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
414<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
415<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
416<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
417<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
420<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
423<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
424<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
426<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
427<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
428<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
429<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.1.5 REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
431<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
432<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
434<\/td>\nTABLE 2.1.7\u2014continued 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″ <\/td>\n<\/tr>\n
435<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416″ TO LESS THAN 18″
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
436<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
438<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ <\/td>\n<\/tr>\n
439<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 “TO LESS THAN 10”
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
441<\/td>\nTABLE 2.5.1.3\u2014continue STEEL COLUMNS\u2014CONCRETE ENCASEMENT MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
443<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
444<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
445<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 “TO LESS THAN 14”
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
447<\/td>\nTABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
448<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
449<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
450<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
451<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
452<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ <\/td>\n<\/tr>\n
453<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
454<\/td>\nSECTION III FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
455<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
456<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
457<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
458<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
459<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
461<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
462<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
463<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
464<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
465<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
467<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
468<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
469<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
471<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
472<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
473<\/td>\nSECTION IV BEAMS
TABLE 4.1.1
\nREINFORCED CONCRETE BEAMS
\nDEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
474<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
475<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
476<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
477<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
478<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
479<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
480<\/td>\nSECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
481<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
482<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
483<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
490<\/td>\nINDEX <\/td>\n<\/tr>\n
496<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
497<\/td>\nMEMBER BENEFITS <\/td>\n<\/tr>\n
498<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
499<\/td>\n2015 I-CODE ESSENTIALS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Existing Building Code and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2015<\/td>\n499<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175832,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-175830","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/175830","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/175832"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175830"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175830"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175830"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}