{"id":440995,"date":"2024-10-20T08:18:48","date_gmt":"2024-10-20T08:18:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-iebc-2024-1stptg\/"},"modified":"2024-10-26T15:31:04","modified_gmt":"2024-10-26T15:31:04","slug":"icc-iebc-2024-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-iebc-2024-1stptg\/","title":{"rendered":"ICC IEBC 2024 1stptg"},"content":{"rendered":"

The 2024 International Codes (I-Codes ) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council (ICC ) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section Users have capability to validate authenticity of their book and register it with the ICC to receive incentives. The 2024 IEBC encourages the use and reuse of existing buildings. This code covers repair, alteration, addition and change of occupancy for existing buildings. and historic buildings, while achieving appropriate levels of safety without requiring full compliance with the new construction requirements contained in the other I-Codes. Key changes in the 2024 IEBC include: Occupiable roofs. The concept of occupiable roofs requirements have been incorporated in a variety of locations to correlate with the IBC. Storm Shelters. The storm shelter requirements have been coordinated with revisions in the IBC and ICC 500. The provisions have also been clarified that where constructed shall be comply with IBC Section 423 and ICC 500. Risk category increase. Clarifies how risk categories should be assigned for structural design where the addition and the existing building have different uses. The provisions in the Prescriptive and Work Area methods. Smoke compartment requirements. Existing Group I-1, condition 2 occupancies and ambulatory care facilities may be required to divide stories into no fewer than two smoke compartments for more substantial additions and alterations. Adult Changing stations. Where additional toilet facilities are being added and IBC Section 1110.4.1 would require adult changing stations, Section 306.7.15 would require that at least one accessible family or assisted use toilet room is required to contain one. Exterior wall covering and wall envelopes sprinkler requirement. Section 309.2.1 has been added to require that if combustible exterior wall envelopes or coverings are installed on a high-rise building the building must be equipped throughout with a sprinkler system. There are some exceptions for smaller installations and when only a combustible water resistive barrier is installed. Performance method renumbering. Though editorial in nature, Chapter 13 was renumbered to assist in the useability of that method. Owners responsibility at construction sites. Section 1502 was added to address the need for the owner to properly develop, implement and maintain a site safety plan during construction. A site safety director must be designated and is responsible to conduct daily fire safety inspections. Non required automatic sprinkler system. A section has been added to Chapter 10 under the change of occupancy classification requirements to allow the removal of a nonrequired existing automatic sprinkler system. This section includes a number of criteria that must be met. APPENDIX E TEMPORARY EMERGENCY USES. This new appendix was created to provide guidance for designers, engineers, architects and fire and building officials to allow temporary emergency uses of existing buildings with respect to the minimum code requirements. This appendix is intended to serve as a template or checklist for use during an emergency that references the relevant code requirements.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2024 INTERNATIONAL EXISTING BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2024 INTERNATIONAL EXISTING BUILDING CODE\u00ae <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nNEW DESIGN FOR THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n
5<\/td>\nPREFACE
FORMATTING CHANGES TO THE 2024 INTERNATIONAL CODE <\/td>\n<\/tr>\n
13<\/td>\nCONTENTS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101\u2014SCOPE AND GENERAL REQUIREMENTS
SECTION 102\u2014APPLICABILITY <\/td>\n<\/tr>\n
17<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103\u2014CODE COMPLIANCE AGENCY
SECTION 104\u2014DUTIES AND POWERS OF CODE OFFICIAL <\/td>\n<\/tr>\n
19<\/td>\nSECTION 105\u2014PERMITS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 106\u2014CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 107\u2014TEMPORARY USES, EQUIPMENT AND SYSTEMS
SECTION 108\u2014FEES
SECTION 109\u2014INSPECTIONS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 110\u2014CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
25<\/td>\nSECTION 111\u2014SERVICE UTILITIES
SECTION 112\u2014MEANS OF APPEALS
SECTION 113\u2014VIOLATIONS
SECTION 114\u2014STOP WORK ORDER <\/td>\n<\/tr>\n
26<\/td>\nSECTION 115\u2014UNSAFE STRUCTURES AND EQUIPMENT
SECTION 116\u2014EMERGENCY MEASURES <\/td>\n<\/tr>\n
27<\/td>\nSECTION 117\u2014DEMOLITION <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201\u2014GENERAL
SECTION 202\u2014GENERAL DEFINITIONS <\/td>\n<\/tr>\n
31<\/td>\nCHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301\u2014ADMINISTRATION
SECTION 302\u2014GENERAL PROVISIONS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 303\u2014STORM SHELTERS
SECTION 304\u2014STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES <\/td>\n<\/tr>\n
33<\/td>\n[BS] TABLE 304.3.1\u2014PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC CRITERIA
[BS] TABLE 304.3.2\u2014PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED CRITERIA FORCES
SECTION 305\u2014IN-SITU LOAD TESTS
SECTION 306\u2014ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 307\u2014SMOKE ALARMS
SECTION 308\u2014CARBON MONOXIDE DETECTION
SECTION 309\u2014ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALL ENVELOPES <\/td>\n<\/tr>\n
37<\/td>\nCHAPTER 4: REPAIRS
SECTION 401\u2014GENERAL
SECTION 402\u2014BUILDING ELEMENTS AND MATERIALS
SECTION 403\u2014FIRE PROTECTION
SECTION 404\u2014MEANS OF EGRESS
SECTION 405\u2014STRUCTURAL <\/td>\n<\/tr>\n
38<\/td>\nSECTION 406\u2014ELECTRICAL
SECTION 407\u2014MECHANICAL <\/td>\n<\/tr>\n
39<\/td>\nSECTION 408\u2014PLUMBING <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 5: PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501\u2014GENERAL
SECTION 502\u2014ADDITIONS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 503\u2014ALTERATIONS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 504\u2014FIRE ESCAPES
SECTION 505\u2014WINDOWS AND EMERGENCY ESCAPE OPENINGS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 506\u2014CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
46<\/td>\nSECTION 507\u2014HISTORIC BUILDINGS <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 6: CLASSIFICATION OF WORK
SECTION 601\u2014GENERAL
SECTION 602\u2014ALTERATION\u2014LEVEL 1
SECTION 603\u2014ALTERATION\u2014LEVEL 2
SECTION 604\u2014ALTERATION\u2014LEVEL 3
SECTION 605\u2014CHANGE OF OCCUPANCY
SECTION 606\u2014ADDITIONS
SECTION 607\u2014HISTORIC BUILDINGS <\/td>\n<\/tr>\n
49<\/td>\nCHAPTER 7: ALTERATIONS\u2014LEVEL 1
SECTION 701\u2014GENERAL
SECTION 702\u2014BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 703\u2014FIRE PROTECTION
SECTION 704\u2014MEANS OF EGRESS
SECTION 705\u2014REROOFING <\/td>\n<\/tr>\n
52<\/td>\nSECTION 706\u2014STRUCTURAL
SECTION 707\u2014ELECTRICAL
SECTION 708\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
53<\/td>\nCHAPTER 8: ALTERATIONS\u2014LEVEL 2
SECTION 801\u2014GENERAL
SECTION 802\u2014BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
55<\/td>\nSECTION 803\u2014FIRE PROTECTION <\/td>\n<\/tr>\n
57<\/td>\nSECTION 804\u2014MEANS OF EGRESS <\/td>\n<\/tr>\n
58<\/td>\nTABLE 804.5.1.1(1)\u2014STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 804.5.1.1(2)\u2014STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 805\u2014STRUCTURAL <\/td>\n<\/tr>\n
62<\/td>\nSECTION 806\u2014ELECTRICAL
SECTION 807\u2014MECHANICAL <\/td>\n<\/tr>\n
63<\/td>\nSECTION 808\u2014PLUMBING
SECTION 809\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 9: ALTERATIONS\u2014LEVEL 3
SECTION 901\u2014GENERAL
SECTION 902\u2014SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
65<\/td>\nSECTION 903\u2014BUILDING ELEMENTS AND MATERIALS
SECTION 904\u2014FIRE PROTECTION <\/td>\n<\/tr>\n
66<\/td>\nSECTION 905\u2014MEANS OF EGRESS
SECTION 906\u2014STRUCTURAL <\/td>\n<\/tr>\n
67<\/td>\nSECTION 907\u2014ENERGY CONSERVATION
SECTION 908\u2014EMERGENCY RESPONDER COMMUNICATIONS ENHANCEMENT SYSTEM COVERAGE <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 10: CHANGE OF OCCUPANCY
SECTION 1001\u2014GENERAL
SECTION 1002\u2014SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
69<\/td>\nSECTION 1003\u2014BUILDING ELEMENTS AND MATERIALS
SECTION 1004\u2014FIRE PROTECTION
SECTION 1005\u2014MEANS OF EGRESS
SECTION 1006\u2014STRUCTURAL
SECTION 1007\u2014ELECTRICAL <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1008\u2014MECHANICAL
SECTION 1009\u2014PLUMBING
SECTION 1010\u2014OTHER REQUIREMENTS
SECTION 1011\u2014CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
71<\/td>\nTABLE 1011.5\u2014MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
72<\/td>\nTABLE 1011.6\u2014HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
73<\/td>\nTABLE 1011.7\u2014EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
75<\/td>\nCHAPTER 11: ADDITIONS
SECTION 1101\u2014GENERAL
SECTION 1102\u2014HEIGHTS AND AREAS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 1103\u2014STRUCTURAL <\/td>\n<\/tr>\n
77<\/td>\nSECTION 1104\u2014ENERGY CONSERVATION <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 12: HISTORIC BUILDINGS
SECTION 1201\u2014GENERAL
SECTION 1202\u2014REPAIRS <\/td>\n<\/tr>\n
79<\/td>\nSECTION 1203\u2014FIRE SAFETY
SECTION 1204\u2014CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
80<\/td>\nSECTION 1205\u2014STRUCTURAL
SECTION 1206\u2014RELOCATED BUILDINGS <\/td>\n<\/tr>\n
81<\/td>\nCHAPTER 13: PERFORMANCE COMPLIANCE METHODS
SECTION 1301\u2014GENERAL
SECTION 1302\u2014APPLICABILITY <\/td>\n<\/tr>\n
82<\/td>\nSECTION 1303\u2014ACCEPTANCE
SECTION 1304\u2014INVESTIGATION AND EVALUATION
SECTION 1305\u2014SCORING AND EVALUATION <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 13-1
EQUATION 13-2
EQUATION 13-3
EQUATION 13-4
EQUATION 13-5
TABLE 1305.2.3\u2014COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
84<\/td>\nTABLE 1305.2.3\u2014COMPARTMENTATION VALUES\u2014continued
TABLE 1305.2.4\u2014SEPARATION VALUES <\/td>\n<\/tr>\n
85<\/td>\nTABLE 1305.2.5\u2014CORRIDOR WALL VALUES
TABLE 1305.2.6(1)\u2014VERTICAL OPENING PROTECTION VALUE
TABLE 1305.2.6(2)\u2014CONSTRUCTION-TYPE FACTOR <\/td>\n<\/tr>\n
86<\/td>\nTABLE 1305.2.8\u2014AUTOMATIC FIRE DETECTION VALUES
TABLE 1305.2.9\u2014FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1305.2.10\u2014SMOKE CONTROL VALUES
TABLE 1305.2.11\u2014MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1305.2.12\u2014DEAD-END VALUES
TABLE 1305.2.14\u2014ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
89<\/td>\nTABLE 1305.2.15\u2014MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 1305.2.16\u2014MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
90<\/td>\nTABLE 1305.2.17\u2014SPRINKLER SYSTEM VALUES
TABLE 1305.2.18\u2014STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
91<\/td>\nTABLE 1305.2.19\u2014INCIDENTAL USE AREA VALUES
TABLE 1305.2.20\u2014SMOKE COMPARTMENTATION VALUES
TABLE 1305.2.21.1\u2014CARE RECIPIENT ABILITY VALUES <\/td>\n<\/tr>\n
92<\/td>\nTABLE 1305.2.21.2\u2014CARE RECIPIENT CONCENTRATION VALUES
TABLE 1305.2.21.3\u2014ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES
SECTION 1306\u2014BUILDING SCORE
TABLE 1306.1\u2014SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
93<\/td>\nTABLE 1306.1\u2014SUMMARY SHEET\u2014BUILDING CODE\u2014continued
TABLE 1306.2\u2014MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
94<\/td>\nTABLE 1306.2\u2014MANDATORY SAFETY SCORESa\u2014continued
SECTION 1307\u2014EVALUATION OF BUILDING SAFETY
TABLE 1307.1\u2014EVALUATION FORMULASa <\/td>\n<\/tr>\n
95<\/td>\nCHAPTER 14: RELOCATED OR MOVED BUILDINGS
SECTION 1401\u2014GENERAL
SECTION 1402\u2014REQUIREMENTS <\/td>\n<\/tr>\n
96<\/td>\nCHAPTER 15: CONSTRUCTION SAFEGUARDS
SECTION 1501\u2014GENERAL
SECTION 1502\u2014OWNER\u2019S RESPONSIBILITY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
97<\/td>\nSECTION 1503\u2014SANITARY
SECTION 1504\u2014PROTECTION OF PEDESTRIANS
TABLE 1504.1\u2014PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 1505\u2014PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
99<\/td>\nSECTION 1506\u2014TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1507\u2014FIRE EXTINGUISHERS
SECTION 1508\u2014MEANS OF EGRESS
SECTION 1509\u2014STANDPIPES
SECTION 1510\u2014AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
100<\/td>\nSECTION 1511\u2014ACCESSIBILITY
SECTION 1512\u2014WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
101<\/td>\nCHAPTER 16: REFERENCED STANDARDS
ACI
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
102<\/td>\nASTM
ICC <\/td>\n<\/tr>\n
103<\/td>\nNFPA
UL <\/td>\n<\/tr>\n
104<\/td>\nAPPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A101\u2014PURPOSE
SECTION A102\u2014SCOPE
[BS] TABLE A102.1\u2014ELEMENTS REGULATED BY THIS CHAPTER
SECTION A103\u2014DEFINITIONS <\/td>\n<\/tr>\n
105<\/td>\nSECTION A104\u2014SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
106<\/td>\nSECTION A105\u2014GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
107<\/td>\nSECTION A106\u2014MATERIALS REQUIREMENTS
EQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
108<\/td>\nSECTION A107\u2014QUALITY CONTROL <\/td>\n<\/tr>\n
109<\/td>\nSECTION A108\u2014DESIGN STRENGTHS
[BS] TABLE A108.1(1)\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
110<\/td>\n[BS] TABLE A108.1(1)\u2014STRENGTH VALUES FOR EXISTING MATERIALS\u2014continued
[BS] TABLE A108.1(2)\u2014STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
111<\/td>\nEQUATION A1-3
EQUATION A1-4
SECTION A109\u2014ANALYSIS AND DESIGN PROCEDURE
SECTION A110\u2014GENERAL PROCEDURE
EQUATION A1-5
[BS] TABLE A110.2\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS <\/td>\n<\/tr>\n
112<\/td>\n[BS] TABLE A110.2\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS\u2014continued
SECTION A111\u2014SPECIAL PROCEDURE
EQUATION A1-6 <\/td>\n<\/tr>\n
113<\/td>\n[BS] FIGURE A111.4.1\u2014ACCEPTABLE DIAPHRAGM SPAN
EQUATION A1-7
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10 <\/td>\n<\/tr>\n
114<\/td>\nEQUATION A1-11
EQUATION A1-12
[BS]TABLE A111.5\u2014HORIZONTAL FORCE FACTOR, Cp
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17 <\/td>\n<\/tr>\n
115<\/td>\nSECTION A112\u2014ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22 <\/td>\n<\/tr>\n
116<\/td>\n[BS] FIGURE A112.2.2\u2014ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
EQUATION A1-23
SECTION A113\u2014DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
117<\/td>\n[BS] TABLE A113.6\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS <\/td>\n<\/tr>\n
118<\/td>\nSECTION A114\u2014WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
[BS]TABLE A114.1\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETEAND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201\u2014PURPOSE
SECTION A202\u2014SCOPE
SECTION A203\u2014DEFINITIONS <\/td>\n<\/tr>\n
119<\/td>\nSECTION A204\u2014SYMBOLS AND NOTATIONS
SECTION A205\u2014GENERAL REQUIREMENTS
SECTION A206\u2014ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
120<\/td>\nSECTION A207\u2014MATERIALS OF CONSTRUCTION
CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301\u2014GENERAL <\/td>\n<\/tr>\n
121<\/td>\nSECTION A302\u2014DEFINITIONS
SECTION A303\u2014STRUCTURAL WEAKNESSES <\/td>\n<\/tr>\n
122<\/td>\nSECTION A304\u2014STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
123<\/td>\n[BS] FIGURE A304.1.3\u2014TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
124<\/td>\n[BS] FIGURE A304.1.4(1)\u2014TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
125<\/td>\n[BS] FIGURE A304.1.4(2)\u2014TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
126<\/td>\n[BS] FIGURE A304.1.4(3)\u2014ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
127<\/td>\n[BS]TABLE A304.2.3(1)\u2014NEW REINFORCED CONCRETE FOUNDATION SYSTEM
[BS] FIGURE A304.2.3(1)\u2014NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
128<\/td>\n[BS]TABLE A304.2.3(2)\u2014NEW MASONRY CONCRETE FOUNDATION
[BS] FIGURE A304.2.3(2)\u2014NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
129<\/td>\n[BS] TABLE A304.3.1\u2014SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING <\/td>\n<\/tr>\n
130<\/td>\n[BS] FIGURE A304.3.1(1)\u2014SILL PLATE BOLTING TO EXISTING FOUNDATIONa, b <\/td>\n<\/tr>\n
131<\/td>\n[BS] FIGURE A304.3.1(2)\u2014ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b
[BS] FIGURE A304.3.1(3)\u2014ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
132<\/td>\n[BS] FIGURE A304.3.1(4)\u2014SILL PLATE ANCHORING TO EXISTING FOUNDATION\u2014ALTERNATIVE CONNECTION FOR BATTERED FOOTING
[BS] TABLE A304.3.2\u2014SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b <\/td>\n<\/tr>\n
133<\/td>\n[BS] FIGURE A304.4.1(1)\u2014CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
[BS] FIGURE A304.4.1(2)\u2014CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
134<\/td>\nFIGURE A304.4.1(3) [BS] FIGURE A304.4.1(3)\u2014PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
135<\/td>\n[BS] FIGURE A304.4.2\u2014FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401\u2014GENERAL
SECTION A402\u2014DEFINITIONS <\/td>\n<\/tr>\n
137<\/td>\nSECTION A403\u2014ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
139<\/td>\nSECTION A404\u2014PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405\u2014MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
140<\/td>\nSECTION A406\u2014CONSTRUCTION DOCUMENTS
SECTION A407\u2014QUALITY CONTROL
CHAPTER A5 REFERENCED STANDARDS
SECTION A501\u2014REFERENCED STANDARDS
TABLE A501.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
141<\/td>\nTABLE A501.1\u2014REFERENCED STANDARDS\u2014continued <\/td>\n<\/tr>\n
142<\/td>\nAPPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101\u2014QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102\u2014FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
143<\/td>\nSECTION B103\u2014DWELLING UNITS AND SLEEPING UNITS
SECTION B104\u2014REFERENCED STANDARDS
[BS]TABLE B104.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
144<\/td>\nAPPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101\u2014GENERAL
SECTION C102\u2014DEFINITIONS <\/td>\n<\/tr>\n
145<\/td>\nSECTION C103\u2014MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3\u2014MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS]TABLE C103.5\u2014NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
146<\/td>\n[BS] FIGURE C103.5.3\u2014FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104\u2014RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE <\/td>\n<\/tr>\n
147<\/td>\n[BS] FIGURE C104.1\u2014BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2\u2014STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
148<\/td>\n[BS] TABLE C104.2\u2014STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED\u2014continued
[BS] FIGURE C104.2(1)TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
149<\/td>\n[BS] FIGURE C104.2(2)\u2014CONVENTIONALLY FRAMED GABLE END L-BENT STRAP <\/td>\n<\/tr>\n
150<\/td>\n[BS] FIGURE C104.2(3)\u2014TRUSS FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
151<\/td>\n[BS] FIGURE C104.2(4)\u2014CONVENTIONALLY FRAMED GABLE END U-BENT STRAPFor <\/td>\n<\/tr>\n
152<\/td>\n[BS] FIGURE C104.2.3\u2014OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
153<\/td>\n[BS] FIGURE C104.2.4(1)\u2014LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) <\/td>\n<\/tr>\n
154<\/td>\n[BS] FIGURE C104.2.4(2)\u2014LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END) <\/td>\n<\/tr>\n
155<\/td>\n[BS] FIGURE C104.2.5\u2014ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
156<\/td>\n[BS] FIGURE C104.2.7\u2014DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
157<\/td>\n[BS] FIGURE C104.2.8(1)\u2014SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
158<\/td>\n[BS] FIGURE C104.2.8(2)\u2014SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
159<\/td>\n[BS] FIGURE C104.2.8(3)\u2014SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
160<\/td>\n[BS] FIGURE C104.3\u2014METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
161<\/td>\n[BS] FIGURE C104.3.4\u2014NAIL PLATE FASTENING <\/td>\n<\/tr>\n
162<\/td>\n[BS] FIGURE C104.3.8\u2014RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
163<\/td>\n[BS]TABLE C104.4.1\u2014ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
[BS] TABLE C104.4.2\u2014ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD <\/td>\n<\/tr>\n
164<\/td>\n[BS]TABLE C104.5.1\u2014SPACING OF GUSSET ANGLES
[BS]TABLE C104.5.2\u2014SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW <\/td>\n<\/tr>\n
165<\/td>\n[BS]TABLE C104.5.2\u2014SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW\u2014continued
CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201\u2014GENERAL
SECTION C202\u2014ROOF DECK ATTACHMENT FOR WOOD ROOFS <\/td>\n<\/tr>\n
166<\/td>\n[BS] TABLE C202.1.2\u2014SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
CHAPTER C3 REFERENCED STANDARDS
SECTION C301\u2014REFERENCED STANDARDS
[BS]TABLE C301.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
167<\/td>\nAPPENDIX D: BOARD OF APPEALS
SECTION D101\u2014GENERAL <\/td>\n<\/tr>\n
169<\/td>\nAPPENDIX E: TEMPORARY EMERGENCY USES
SECTION E101\u2014GENERAL
SECTION E102\u2014DEFINITIONS
SECTION E103\u2014SUBMITTAL DOCUMENTS
SECTION E104\u2014CONFORMANCE
SECTION E105\u2014PERMITS
SECTION E106\u2014GENERAL STANDARDS FOR EMERGENCY USES <\/td>\n<\/tr>\n
170<\/td>\nSECTION E107\u2014USE OF SPECIFIC STANDARDS <\/td>\n<\/tr>\n
171<\/td>\nSECTION E108\u2014REFERENCED STANDARDS
TABLE E108.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
172<\/td>\nRESOURCE A: GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS ANDASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
173<\/td>\n1\u2014FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TABLE 1.1TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
174<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2\u2014BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
176<\/td>\nTABLE 2.1(1)PRELIMINARY EVALUATION FIELD NOTES
TABLE 2.1(2)PRELIMINARY EVALUATION WORKSHEET
2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS <\/td>\n<\/tr>\n
177<\/td>\n2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANT ASSEMBLIES
3\u2014FINAL EVALUATION AND DESIGN SOLUTION
3.1 THE EXPERIMENTAL APPROACH <\/td>\n<\/tr>\n
178<\/td>\n3.2 THE THEORETICAL APPROACH <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 3.2\u2014DIAGRAMMATIC ILLUSTRATION OF HARMATHY\u2019S TEN RULESa <\/td>\n<\/tr>\n
182<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 3.4 MODIFICATION DETAILS
4\u2014SUMMARY <\/td>\n<\/tr>\n
185<\/td>\nAPPENDIX
TABLE OF CONTENTS <\/td>\n<\/tr>\n
187<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
188<\/td>\nSECTION I\u2014WALLS
FIGURE 1.1.1 MASONRY WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK
TABLE 1.1.1 MASONRY WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
191<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK
TABLE 1.1.2 MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK
TABLE 1.1.3 MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALL6″ TO LESS THAN 8″ THICK
FIGURE 1.1.4 MASONRY WALLS 8\u00b2 TO LESS THAN 10\u00b2 THICK <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.1.4 MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK
TABLE 1.1.5 MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
210<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
211<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK
TABLE 1.1.6 MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
216<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK
FIGURE 1.1.7 MASONRY WALLS 14\uf0b2 OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14\uf0b2 OR MORE THICK <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\uf0b2 OR MORE THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\uf0b2 OR MORE THICK <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 1.2.1 METAL FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK
TABLE 1.2.1 METAL FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK
TABLE 1.2.2 METAL FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
223<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK
TABLE 1.2.3 METAL FRAME WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
224<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK
TABLE 1.3.1 WOOD FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 1.3.2 WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK
TABLE 1.3.2 WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
226<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
228<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
229<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK
TABLE 1.3.3 WOOD FRAME WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
232<\/td>\nTABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK
TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014IN ORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014IN ORGANIC MATERIALS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
235<\/td>\nSECTION II\u2014COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0\uf0b2 TO LESS THAN 6\uf0b2
FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
236<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
237<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
238<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2
TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
239<\/td>\nTABLE 2.1.4\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2
FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2 <\/td>\n<\/tr>\n
240<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2 <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18\uf0b2 TO LESS THAN 20\uf0b2 <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\uf0b2 TO LESS THAN 22\uf0b2
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\uf0b2 TO LESS THAN 22\uf0b2 <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2.1.7\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\uf0b2 TO LESS THAN 22\uf0b2
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2
TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
244<\/td>\nTABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION\u201416\uf0b2 TO LESS THAN 18\uf0b2
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION\u201420\uf0b2 TO LESS THAN 22\uf0b2
TABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
246<\/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\uf0b2 <\/td>\n<\/tr>\n
247<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK
FIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2 <\/td>\n<\/tr>\n
248<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2 <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
250<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
251<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
253<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2
FIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2
TABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2 <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
256<\/td>\nTABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2
TABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6\uf0b2 TO LESS THAN 8\uf0b2 <\/td>\n<\/tr>\n
257<\/td>\nTABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6\uf0b2 TO LESS THAN 8\uf0b2
TABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2 <\/td>\n<\/tr>\n
258<\/td>\nTABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
259<\/td>\nSECTION III\u2014FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
260<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
261<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
262<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
263<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
265<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
266<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
267<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
269<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
270<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
271<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
272<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
FIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
273<\/td>\nTABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
274<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
275<\/td>\nSECTION IV\u2014BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
276<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
277<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
278<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14\uf0b2 TO LESS THAN 16\uf0b2
TABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
279<\/td>\nTABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
280<\/td>\nSECTION V\u2014DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
281<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
282<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
283<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
289<\/td>\nINDEX <\/td>\n<\/tr>\n
292<\/td>\nCHANGES TO THE CODE DEVELOPMENT PROCESS <\/td>\n<\/tr>\n
293<\/td>\nHELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE <\/td>\n<\/tr>\n
294<\/td>\nICC DIGITAL CODES PREMIUM\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Existing Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2024<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":440996,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-440995","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\/440995","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\/440996"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=440995"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=440995"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=440995"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}