{"id":135891,"date":"2024-10-19T07:49:54","date_gmt":"2024-10-19T07:49:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-iebc-2015-2nd\/"},"modified":"2024-10-25T00:00:20","modified_gmt":"2024-10-25T00:00:20","slug":"icc-iebc-2015-2nd","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-iebc-2015-2nd\/","title":{"rendered":"ICC IEBC 2015 2nd"},"content":{"rendered":"

Contains requirements intended to encourage the use and reuse of existing buildings. The scope 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<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 INTERNATIONAL EXISTING BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2015 IEBC\u00ae INTERNATIONAL EXISTING BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE <\/td>\n<\/tr>\n
12<\/td>\nLEGISLATION <\/td>\n<\/tr>\n
14<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY <\/td>\n<\/tr>\n
19<\/td>\nSECTION 104 DUTIES AND POWERS OF CODE OFFICIAL <\/td>\n<\/tr>\n
20<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES <\/td>\n<\/tr>\n
24<\/td>\nSECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 113 VIOLATIONS
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES <\/td>\n<\/tr>\n
27<\/td>\nSECTION 117 DEMOLITION <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 3: PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES <\/td>\n<\/tr>\n
31<\/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
32<\/td>\nCHAPTER 4: PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 403 ALTERATIONS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 404 REPAIRS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 407 CHANGE OF OCCUPANCY
SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
39<\/td>\nTABLE 410.8.5 RAMPS <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 5: CLASSIFICATION OF WORK
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION\u2014LEVEL 1
SECTION 504 ALTERATION\u2014LEVEL 2
SECTION 505 ALTERATION\u2014LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 6: REPAIRS
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL <\/td>\n<\/tr>\n
45<\/td>\nSECTION 607 ELECTRICAL
SECTION 608 MECHANICAL <\/td>\n<\/tr>\n
46<\/td>\nSECTION 609 PLUMBING <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 7: ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
49<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
TABLE 705.1.4 RAMPS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 706 REROOFING <\/td>\n<\/tr>\n
51<\/td>\nSECTION 707 STRUCTURAL
SECTION 708 ENERGY CONSERVATION <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 8: ALTERATIONS\u2014LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
54<\/td>\nSECTION 804 FIRE PROTECTION <\/td>\n<\/tr>\n
56<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
60<\/td>\nSECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL <\/td>\n<\/tr>\n
61<\/td>\nSECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 9: ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION <\/td>\n<\/tr>\n
63<\/td>\nSECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
64<\/td>\nSECTION 908 ENERGY CONSERVATION <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 10: CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL <\/td>\n<\/tr>\n
67<\/td>\nSECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL <\/td>\n<\/tr>\n
68<\/td>\nSECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
69<\/td>\nTABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
70<\/td>\nTABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 11: ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY <\/td>\n<\/tr>\n
74<\/td>\nSECTION 1106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
77<\/td>\nSECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
78<\/td>\nSECTION 1206 STRUCTURAL <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 13: RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 14: PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 14-1
EQUATION 14-2
EQUATION 14-3 <\/td>\n<\/tr>\n
84<\/td>\nEQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
85<\/td>\nTABLE 1401.6.5 CORRIDOR WALL VALUES
TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5 <\/td>\n<\/tr>\n
86<\/td>\nTABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1401.6.10 SMOKE CONTROL VALUES
TABLE 1401.6.11 MEANS OF EGRESS VALUESa <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
89<\/td>\nTABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUES
TABLE 1401.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
90<\/td>\nTABLE 1401.6.18 STANDPIPE SYSTEM VALUES
TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
91<\/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
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
92<\/td>\nTABLE 1401.7 SUMMARY SHEET-BUILDING CODE <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 15: CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 16: REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
99<\/td>\nICC <\/td>\n<\/tr>\n
100<\/td>\nNFPA
UL <\/td>\n<\/tr>\n
102<\/td>\nAPPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS
CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
103<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
104<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nEQUATION A1-1
EQUATION A1-2
EQUATION A1-3 <\/td>\n<\/tr>\n
106<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
107<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-6
EQUATION A1-5 <\/td>\n<\/tr>\n
108<\/td>\nSECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
EQUATION A1-8 <\/td>\n<\/tr>\n
109<\/td>\nEQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17 <\/td>\n<\/tr>\n
110<\/td>\nEQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
112<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
[BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
[BS] TABLE A1-C HORIZONTAL FORCE FACTOR, <\/td>\n<\/tr>\n
113<\/td>\n[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
114<\/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
115<\/td>\n[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
116<\/td>\n[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER A2: EARTHQUAKE HAZARD REDUCTION INEXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
119<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
120<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
122<\/td>\nCHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS <\/td>\n<\/tr>\n
123<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
126<\/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 PLATEa,b <\/td>\n<\/tr>\n
127<\/td>\n[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
128<\/td>\n[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
129<\/td>\n[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
130<\/td>\n[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014 WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
131<\/td>\n[BS] FIGURE A3-4B 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
132<\/td>\n[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
133<\/td>\n[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
134<\/td>\n[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
135<\/td>\n[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
136<\/td>\n[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
137<\/td>\n[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
138<\/td>\n[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
139<\/td>\n[BS] FIGURE A3-10\u2014FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER A4: EARTHQUAKE RISK REDUCTIONIN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
142<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
143<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER A5: EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION
SECTION A505 TIER 1 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
145<\/td>\nSECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
146<\/td>\nEQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
148<\/td>\nCHAPTER A6: REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
150<\/td>\nAPPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
151<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
152<\/td>\nAPPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
153<\/td>\n[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
154<\/td>\n[BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104 RETROFITTING GABLE END WALLSTO ENHANCE WIND RESISTANCE <\/td>\n<\/tr>\n
155<\/td>\n[BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
156<\/td>\n[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
157<\/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
158<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
159<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
161<\/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
163<\/td>\n[BS] FIGURE C104.2.5ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
164<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
165<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
166<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
167<\/td>\n[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
168<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
169<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
170<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
171<\/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
172<\/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
174<\/td>\nCHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS <\/td>\n<\/tr>\n
175<\/td>\n[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
176<\/td>\nRESOURCE A: GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
177<\/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
178<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2: BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
179<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
181<\/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
182<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
184<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
186<\/td>\n3.3\u201c THICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
188<\/td>\n4: SUMMARY <\/td>\n<\/tr>\n
190<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
193<\/td>\nSECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
TABLE 1.1.1 MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
196<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.1.2 MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
203<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
TABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.1.3 MASONRY WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK
TABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
210<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.1.4 MASONRY WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
216<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK
TABLE 1.1.5 MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK <\/td>\n<\/tr>\n
219<\/td>\nTABLE 1.1.5 -continued MASONRY WALLS 10 INCHES TO LESS THAN 12 INCHES THICK <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK
TABLE 1.1.6 MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
222<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
223<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
224<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
225<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12 INCHES TO LESS THAN 14 INCHES THICK <\/td>\n<\/tr>\n
226<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14 INCHES OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14 INCHES OR MORE THICK <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14 INCHES OR MORE THICK <\/td>\n<\/tr>\n
228<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14 INCHES OR MORE THICK <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 1.2.1 METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK
TABLE 1.2.1 METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
232<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.2.2 METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
235<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
236<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8 INCHES TO LESS THAN 10 INCHES THICK <\/td>\n<\/tr>\n
237<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 1.3.2 WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK
TABLE 1.3.2 WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
239<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
240<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
241<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
242<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
243<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
244<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
245<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
246<\/td>\nTABLE 1.3.3 WOOD FRAME WALLS 6 INCHES TO LESS THAN 8 INCHES THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0 INCHES TO LESS THAN 4 INCHES THICK <\/td>\n<\/tr>\n
247<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4 INCHES TO LESS THAN 6 INCHES THICK <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
249<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
250<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0 INCHES TO LESS THAN 6 INCHES <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
252<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
253<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES <\/td>\n<\/tr>\n
257<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES <\/td>\n<\/tr>\n
258<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18 INCHES TO LESS THAN 20 INCHES <\/td>\n<\/tr>\n
259<\/td>\nFIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES <\/td>\n<\/tr>\n
260<\/td>\nTABLE 2.1.7\u2014continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 20 INCHES TO LESS THAN 22 INCHES
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
261<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416 INCHES TO LESS THAN 18 INCHES
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420 INCHES TO LESS THAN 22 INCHES <\/td>\n<\/tr>\n
262<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
263<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
264<\/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 INCHES <\/td>\n<\/tr>\n
265<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6 INCHES TO LESS THAN 8 INCHES THICK <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES <\/td>\n<\/tr>\n
267<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES <\/td>\n<\/tr>\n
268<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
269<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
270<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
271<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
272<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
273<\/td>\nTABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES <\/td>\n<\/tr>\n
275<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES <\/td>\n<\/tr>\n
276<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16 INCHES TO LESS THAN 18 INCHES
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
277<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTSMINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14 INCHES TO LESS THAN 16 INCHES <\/td>\n<\/tr>\n
278<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6 INCHES TO LESS THAN 8 INCHES
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6 INCHES TO LESS THAN 8 INCHES <\/td>\n<\/tr>\n
279<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8 INCHES TO LESS THAN 10 INCHES
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10 INCHES TO LESS THAN 12 INCHES
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
280<\/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
281<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
282<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
283<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
284<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
285<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
286<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
288<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
289<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 3.2\u2014continuedFLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
292<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
293<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
294<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
295<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
296<\/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
297<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
298<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
299<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10 INCHES TO LESS THAN 12 <\/td>\n<\/tr>\n
300<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMSDEPTH 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
301<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMSDEPTH 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
302<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
303<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMSDEPTH 12 INCHES TO LESS THAN 14 INCHES <\/td>\n<\/tr>\n
304<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14 INCHES TO LESS THAN 16 INCHES <\/td>\n<\/tr>\n
305<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10 INCHES TO LESS THAN 12 INCHES
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10 INCHES TO LESS THAN 12 INCHES <\/td>\n<\/tr>\n
306<\/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
307<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
308<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
309<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
316<\/td>\nINDEX <\/td>\n<\/tr>\n
322<\/td>\nEDITORIAL CHANGES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Existing Building Code, 2nd Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
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