{"id":189162,"date":"2024-10-19T11:54:58","date_gmt":"2024-10-19T11:54:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-iebc-commentary-2018-1stprint\/"},"modified":"2024-10-25T04:22:10","modified_gmt":"2024-10-25T04:22:10","slug":"icc-iebc-commentary-2018-1stprint","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-iebc-commentary-2018-1stprint\/","title":{"rendered":"ICC IEBC Commentary 2018 1stPrint"},"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 2018 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\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2018 IEBC\u00ae CODE AND COMMENTARY <\/td>\n<\/tr>\n
2<\/td>\n2018 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 SCOPE AND ADMINISTRATION
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 <\/td>\n<\/tr>\n
12<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
28<\/td>\nSECTION 112 BOARD OF APPEALS
SECTION 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 <\/td>\n<\/tr>\n
32<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS
GENERAL COMMENTS <\/td>\n<\/tr>\n
41<\/td>\nPURPOSE
SECTION 301 ADMINISTRATION <\/td>\n<\/tr>\n
42<\/td>\nCOMMENTARY FIGURE 301.5 COMPARISON OF TURNING SPACE REQUIREMENTS FOR NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
43<\/td>\nSECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES <\/td>\n<\/tr>\n
45<\/td>\nCOMMENTARY FIGURE 303.3(1) RISK CATEGORIES AND IMPORTANCE FACTORS <\/td>\n<\/tr>\n
46<\/td>\nCOMMENTARY FIGURE 303.3(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n
47<\/td>\nCOMMENTARY FIGURE 303.3(3) FEMA 356 REHABILITATION OBJECTIVES
COMMENTARY FIGURE 303.3(4) BASIC SAFETY OBJECTIVES (BSO) <\/td>\n<\/tr>\n
48<\/td>\nCOMMENTARY FIGURE 303.3(5) FEMA 356 REHABILITATION PROCESS <\/td>\n<\/tr>\n
49<\/td>\n[BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES <\/td>\n<\/tr>\n
50<\/td>\n[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 304 IN-SITU LOAD TESTS
SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
57<\/td>\nTABLE 305.8.5 RAMPS <\/td>\n<\/tr>\n
60<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 4: REPAIRS
GENERAL COMMENTS
PURPOSE
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
63<\/td>\nSECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL <\/td>\n<\/tr>\n
66<\/td>\nSECTION 406 ELECTRICAL <\/td>\n<\/tr>\n
67<\/td>\nSECTION 407 MECHANICAL
SECTION 408 PLUMBING <\/td>\n<\/tr>\n
68<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD
GENERAL COMMENTS
PURPOSE
SECTION 501 GENERAL <\/td>\n<\/tr>\n
71<\/td>\nSECTION 502 ADDITIONS <\/td>\n<\/tr>\n
72<\/td>\nCOMMENTARY FIGURE 502.1 EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
74<\/td>\nSECTION 503 ALTERATIONS <\/td>\n<\/tr>\n
75<\/td>\nCOMMENTARY FIGURE 503.1 PROPOSED CORRIDOR EXTENSION <\/td>\n<\/tr>\n
80<\/td>\nSECTION 504 FIRE ESCAPES <\/td>\n<\/tr>\n
81<\/td>\nSECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS <\/td>\n<\/tr>\n
83<\/td>\nSECTION 506 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
85<\/td>\nSECTION 507 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 6: CLASSIFICATION OF WORK
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL
SECTION 602 ALTERATION\u2014LEVEL 1
SECTION 603 ALTERATION\u2014LEVEL 2 <\/td>\n<\/tr>\n
89<\/td>\nSECTION 604 ALTERATION\u2014LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 608 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 7: ALTERRATIONS-LEVEL 1
GENERAL COMMENTS
PURPOSE
SECTION 701 GENERAL <\/td>\n<\/tr>\n
93<\/td>\nCOMMENTARY FIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
94<\/td>\nCOMMENTARY FIGURE 702.4(1) HEIGHT OF OPENING FROM FLOOR <\/td>\n<\/tr>\n
95<\/td>\nCOMMENTARY FIGURE 702.4(2) HEIGHT OF OPENING FROM FINISHED GRADE <\/td>\n<\/tr>\n
96<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING <\/td>\n<\/tr>\n
98<\/td>\nSECTION 706 STRUCTURAL <\/td>\n<\/tr>\n
99<\/td>\nCOMMENTARY FIGURE 706.3.1 MASONRY PARAPET BRACE <\/td>\n<\/tr>\n
100<\/td>\nSECTION 707 ENERGY CONSERVATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
102<\/td>\nCHAPTER 8: ALTERATIONS-LEVEL 2
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL <\/td>\n<\/tr>\n
103<\/td>\nCOMMENTARY FIGURE 801.1 RECONFIGURED SPACE <\/td>\n<\/tr>\n
104<\/td>\nSECTION 802 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
107<\/td>\nCOMMENTARY FIGURE 802.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS <\/td>\n<\/tr>\n
109<\/td>\nSECTION 803 FIRE PROTECTION <\/td>\n<\/tr>\n
111<\/td>\nCOMMENTARY FIGURE 803.2.2.1 EXAMPLE 803.2.2.1 <\/td>\n<\/tr>\n
113<\/td>\nSECTION 804 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
114<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
115<\/td>\nTABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES <\/td>\n<\/tr>\n
116<\/td>\nTABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
119<\/td>\nCOMMENTARY FIGURE 805.3.3 MAIN ENTRANCE\u2014GROUP A
COMMENTARY FIGURE 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE <\/td>\n<\/tr>\n
120<\/td>\nCOMMENTARY FIGURE 805.4.2 DOOR SWING <\/td>\n<\/tr>\n
121<\/td>\nCOMMENTARY FIGURE 805.4.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING <\/td>\n<\/tr>\n
126<\/td>\nCOMMENTARY FIGURE 805.9.2 HANDRAILS <\/td>\n<\/tr>\n
127<\/td>\nSECTION 806 STRUCTURAL <\/td>\n<\/tr>\n
128<\/td>\nSECTION 807 ELECTRICAL <\/td>\n<\/tr>\n
129<\/td>\nCOMMENTARY FIGURE 807.3 RESIDENTIAL OCCUPANCY ELECTRICAL <\/td>\n<\/tr>\n
130<\/td>\nSECTION 808 MECHANICAL
SECTION 809 PLUMBING <\/td>\n<\/tr>\n
131<\/td>\nCOMMENTARY FIGURE 809.1 MINIMUM PLUMBING FIXTURES <\/td>\n<\/tr>\n
132<\/td>\nSECTION 810 ENERGY CONSERVATION <\/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>\nCOMMENTARY FIGURE 904.1.1 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
139<\/td>\nCOMMENTARY FIGURE 904.1.2 RUBBISH AND LINEN CHUTES <\/td>\n<\/tr>\n
140<\/td>\nSECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL <\/td>\n<\/tr>\n
142<\/td>\nSECTION 907 ENERGY CONSERVATION <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER 10: CHANGE OF OCCUPANCY
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 STRUCTURAL <\/td>\n<\/tr>\n
148<\/td>\nSECTION 1007 ELECTRICAL <\/td>\n<\/tr>\n
149<\/td>\nSECTION 1008 MECHANICAL
SECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS <\/td>\n<\/tr>\n
150<\/td>\nSECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
152<\/td>\nTABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
153<\/td>\nTABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
156<\/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>\nCOMMENTARY FIGURE 1102.2(1) EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
160<\/td>\nSECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
161<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R <\/td>\n<\/tr>\n
162<\/td>\nSECTION 1106 STORM SHELTERS <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1107 ENERGY CONSERVATION <\/td>\n<\/tr>\n
164<\/td>\nCHAPTER 12: HISTORIC BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1201 GENERAL <\/td>\n<\/tr>\n
165<\/td>\nSECTION 1202 REPAIRS <\/td>\n<\/tr>\n
166<\/td>\nSECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
167<\/td>\nSECTION 1204 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
169<\/td>\nSECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
170<\/td>\nCHAPTER 13: PERFOMANCE COMPLIANCE METHODS
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
175<\/td>\nEQUATION 13-1
EQUATION 13-2 <\/td>\n<\/tr>\n
176<\/td>\nEQUATION 13-3 <\/td>\n<\/tr>\n
177<\/td>\nEQUATION 13-4
COMMENTARY FIGURE 1301.6.2.2(1) ALLOWABLE AREA\u2014SINGLE-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
178<\/td>\nCOMMENTARY FIGURE 1301.6.2.2(2) ALLOWABLE AREA\u2014MIXED-OCCUPANCY BUILDING <\/td>\n<\/tr>\n
180<\/td>\nTABLE 1301.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1301.6.4 SEPARATION VALUES
COMMENTARY FIGURE 1301.6.4.1(1) DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1301.6.5 CORRIDOR WALL VALUES
COMMENTARY FIGURE 1301.6.4.1(2) TENANT SEPARATION <\/td>\n<\/tr>\n
183<\/td>\nCOMMENTARY FIGURE 1301.6.5.1(1) CORRIDOR WALL VALUES\u2014CATEGORY A <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
COMMENTARY FIGURE 1301.6.5.1(2) CORRIDOR WALL VALUES\u2014CATEGORY B <\/td>\n<\/tr>\n
185<\/td>\nEQUATION 13-5 <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1301.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1301.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1301.6.11 MEANS OF EGRESS VALUESa <\/td>\n<\/tr>\n
191<\/td>\nCOMMENTARY FIGURE 1301.6.11(1) MEANS-OF-EGRESS VALUES\u2014CATEGORY B <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1301.6.12 DEAD-END VALUES
COMMENTARY FIGURE 1301.6.11(2) MEANS-OF-EGRESS VALUES\u2014CATEGORY A <\/td>\n<\/tr>\n
193<\/td>\nEQUATION 13-6
COMMENTARY FIGURE 1301.6.12.1(1) TYPICAL DEAD-END CORRIDOR
COMMENTARY FIGURE 1301.6.12.1(2) DEAD-END VALUES\u2014CATEGORY B <\/td>\n<\/tr>\n
194<\/td>\nCOMMENTARY FIGURE 1301.6.12.1(3) DEAD-END VALUES\u2014CATEGORY A
COMMENTARY FIGURE 1301.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP S-1 <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1301.6.14 ELEVATOR CONTROL VALUES
COMMENTARY FIGURE 1301.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP B
COMMENTARY FIGURE 1301.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUE\u2014OCCUPANCY GROUP R <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1301.6.16 MIXED OCCUPANCY VALUES <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1301.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1301.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1301.6.21.1 PATIENT ABILITY VALUES
TABLE 1301.6.21.2 PATIENT CONCENTRATION VALUES <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1301.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1301.8 MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1301.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
206<\/td>\nCOMMENTARY FIGURE 1301.9 EXAMPLE OF EVALUATION FORMULAS
TABLE 1301.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
207<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
208<\/td>\nCHAPTER 14: RELOCATED OR MOVED BUILDINGS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS <\/td>\n<\/tr>\n
212<\/td>\nCHAPTER 15: CONSTRUCTION SAFEGUARDS
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL <\/td>\n<\/tr>\n
213<\/td>\n[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
216<\/td>\nSECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES <\/td>\n<\/tr>\n
217<\/td>\nSECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY <\/td>\n<\/tr>\n
218<\/td>\nSECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
220<\/td>\nCHAPTER 16: REFERENCED STANDARDS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
221<\/td>\nCOMMENTARY FIGURE 16 REFERENCED STANDARDS <\/td>\n<\/tr>\n
222<\/td>\nASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
223<\/td>\nICC
NFPA <\/td>\n<\/tr>\n
224<\/td>\nUL <\/td>\n<\/tr>\n
226<\/td>\nAPPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY-BEARING WALL BUILDINGS
GENERAL COMMENTS <\/td>\n<\/tr>\n
227<\/td>\nSECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n
229<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
230<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
231<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
232<\/td>\nEQUATION A1-1 <\/td>\n<\/tr>\n
233<\/td>\nEQUATION A1-2 <\/td>\n<\/tr>\n
234<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
235<\/td>\nSECTION A108 DESIGN STRENGTHS <\/td>\n<\/tr>\n
236<\/td>\nEQUATION A1-3
EQUATION A1-4 <\/td>\n<\/tr>\n
237<\/td>\nSECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5 <\/td>\n<\/tr>\n
238<\/td>\nSECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
239<\/td>\nEQUATION A1-6 <\/td>\n<\/tr>\n
240<\/td>\nEQUATION A1-7
EQUATION A1-8 <\/td>\n<\/tr>\n
241<\/td>\nEQUAITON A1-9
EQUATION A1-10 <\/td>\n<\/tr>\n
242<\/td>\nEQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15 <\/td>\n<\/tr>\n
243<\/td>\nEQUATION A1-16
EQUATION A1-17 <\/td>\n<\/tr>\n
244<\/td>\nSECTION A112 ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22 <\/td>\n<\/tr>\n
245<\/td>\nEQUATION A1-23
SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
248<\/td>\n[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
249<\/td>\n[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
250<\/td>\n[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
251<\/td>\n[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 <\/td>\n<\/tr>\n
252<\/td>\n[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
253<\/td>\n[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
254<\/td>\nCHAPTER A2: EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
GENERAL COMMENTS <\/td>\n<\/tr>\n
255<\/td>\nPURPOSE
SECTION A201 PURPOSE
SECTION A202 SCOPE <\/td>\n<\/tr>\n
256<\/td>\nSECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
257<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
262<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
264<\/td>\nCHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
GENERAL COMMENTS <\/td>\n<\/tr>\n
265<\/td>\nPURPOSE
SECTION A301 GENERAL <\/td>\n<\/tr>\n
267<\/td>\nSECTION A302 DEFINITIONS <\/td>\n<\/tr>\n
268<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES <\/td>\n<\/tr>\n
270<\/td>\nSECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
279<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
280<\/td>\n[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 PLATE <\/td>\n<\/tr>\n
281<\/td>\n[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
282<\/td>\n[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
283<\/td>\n[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
284<\/td>\n[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
285<\/td>\n[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
286<\/td>\n[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
287<\/td>\n[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
288<\/td>\n[BS] FIGURE A304.3.1(2) ALTERNATIVE 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 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\u2014ALTERNATIVE CONNECTION FOR BATTERED FOOTING <\/td>\n<\/tr>\n
290<\/td>\n[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
291<\/td>\n[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
292<\/td>\n[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
293<\/td>\n[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
294<\/td>\nCHAPTER A4: EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
295<\/td>\nSECTION A401 GENERAL <\/td>\n<\/tr>\n
296<\/td>\nSECTION A402 DEFINITIONS <\/td>\n<\/tr>\n
297<\/td>\nCOMMENTARY FIGURE A402 OPEN FRONT WALL LINE\u2014EXCESSIVE CANTILEVER CALCULATION <\/td>\n<\/tr>\n
298<\/td>\nSECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
299<\/td>\nCOMMENTARY FIGURE A403.2 20-PERCENT EXCEPTION CALCULATION <\/td>\n<\/tr>\n
302<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY <\/td>\n<\/tr>\n
303<\/td>\nCOMMENTARY FIGURE A404.1 SECTION A404 DEFINITIONS <\/td>\n<\/tr>\n
305<\/td>\nSECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
306<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
307<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
308<\/td>\nCHAPTER A5: REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
310<\/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
311<\/td>\nSECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
312<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
314<\/td>\nAPPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
315<\/td>\nSECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
316<\/td>\n[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN <\/td>\n<\/tr>\n
317<\/td>\nSECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY <\/td>\n<\/tr>\n
318<\/td>\n[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
319<\/td>\n[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
320<\/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
321<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
322<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
323<\/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
325<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
326<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
327<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
328<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
329<\/td>\n[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
330<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
331<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
332<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
333<\/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
334<\/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
336<\/td>\nCHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
337<\/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
338<\/td>\nSECTION C203 REFERENCED STANDARDS <\/td>\n<\/tr>\n
340<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OFARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
341<\/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
342<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
343<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
344<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
345<\/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
346<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
348<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
350<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
351<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
352<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
354<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
356<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
357<\/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
358<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
359<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
360<\/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
361<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
362<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
363<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
364<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
365<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
366<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
367<\/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
368<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
369<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
370<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
371<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
372<\/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
373<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
375<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
376<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
377<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
378<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
379<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
380<\/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
381<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
382<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
383<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
384<\/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
385<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
386<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
387<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
388<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
390<\/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
391<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
393<\/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
394<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0 TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
397<\/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
398<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
400<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0″ TO ESS THAN 4″ THICK <\/td>\n<\/tr>\n
402<\/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
403<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
404<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
405<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
406<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
407<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
410<\/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
411<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
413<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
414<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ <\/td>\n<\/tr>\n
415<\/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
416<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
417<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
418<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
419<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
421<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
422<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
423<\/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
424<\/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
425<\/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
426<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
428<\/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
429<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
430<\/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
431<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
432<\/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 ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
433<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
434<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
435<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
436<\/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
437<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
438<\/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 ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
439<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
440<\/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
441<\/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
442<\/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
443<\/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 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
444<\/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
445<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
446<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
447<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
448<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
449<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
451<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
452<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
453<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
455<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
457<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
458<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
459<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
460<\/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
461<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
462<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
463<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
464<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
465<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
466<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
467<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
468<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
469<\/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
470<\/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
471<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
472<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
473<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
480<\/td>\nINDEX <\/td>\n<\/tr>\n
486<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
487<\/td>\nICC MEMBERSHIP <\/td>\n<\/tr>\n
488<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
489<\/td>\nICC DIGITAL LIBRARY <\/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>\n2018<\/td>\n489<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":189166,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-189162","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\/189162","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\/189166"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=189162"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=189162"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=189162"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}