{"id":28993,"date":"2024-10-17T03:09:17","date_gmt":"2024-10-17T03:09:17","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/iebc-12\/"},"modified":"2024-10-24T14:07:42","modified_gmt":"2024-10-24T14:07:42","slug":"iebc-12","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/iebc-12\/","title":{"rendered":"IEBC 12"},"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>\n2012 INTERNATIONAL EXISTING BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2012 INTERNATIONAL EXISTING BUILDING CODE\u00ae IEBC\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
PART 2\u2014ADMINISTRATION ANDENFORCEMENT <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 1 – SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
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
SECTION 110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
25<\/td>\nSECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 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 – COMPLIANCE METHODS
SECTION 301 COMPLIANCE METHODS
TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC\u2014LEVEL SEISMIC FORCES OCCUPANCY <\/td>\n<\/tr>\n
31<\/td>\nTABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC\u2014LEVEL SEISMIC FORCES RISK CATEGORY <\/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
34<\/td>\nSECTION 404 REPAIRS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT
SECTION 407 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
36<\/td>\nSECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
37<\/td>\nTABLE 410.8.5 RAMPS <\/td>\n<\/tr>\n
40<\/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
42<\/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
43<\/td>\nSECTION 607 ELECTRICAL
SECTION 608 MECHANICAL <\/td>\n<\/tr>\n
44<\/td>\nSECTION 609 PLUMBING <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 7 – ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY <\/td>\n<\/tr>\n
47<\/td>\nTABLE 705.1.4 RAMPS
SECTION 706 STRUCTURAL <\/td>\n<\/tr>\n
48<\/td>\nSECTION 707 ENERGY CONSERVATION <\/td>\n<\/tr>\n
50<\/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
52<\/td>\nSECTION 804 FIRE PROTECTION <\/td>\n<\/tr>\n
54<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
58<\/td>\nSECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL <\/td>\n<\/tr>\n
59<\/td>\nSECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 9 – ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
61<\/td>\nSECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
62<\/td>\nSECTION 908 ENERGY CONSERVATION <\/td>\n<\/tr>\n
64<\/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
65<\/td>\nSECTION 1008 ELECTRICAL <\/td>\n<\/tr>\n
66<\/td>\nSECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
67<\/td>\nTABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
68<\/td>\nTABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 11 – ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
71<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 12 – HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS
SECTION 1203 FIRE SAFETY <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1204 ALTERATIONS
SECTION 1205 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
74<\/td>\nSECTION 1206 STRUCTURAL <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 13 – RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 14 – PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL <\/td>\n<\/tr>\n
79<\/td>\nEQUATION 14-1
EQUATION 14-2
EQUATION 14-3 <\/td>\n<\/tr>\n
80<\/td>\nEQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
81<\/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
82<\/td>\nTABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
83<\/td>\nTABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
84<\/td>\nEQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES
TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
85<\/td>\nTABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
86<\/td>\nTABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.6.19 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1401.7 SUMMARY SHEET-BUILDING CODE <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1401.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
90<\/td>\nCHAPTER 15 – CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
91<\/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
92<\/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
94<\/td>\nCHAPTER 16 – REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
95<\/td>\nDOC
ICC
NFPA <\/td>\n<\/tr>\n
96<\/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
97<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
98<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
99<\/td>\nEQUATION A1-1
EQUATION A1-2
EQUATION A1-3 <\/td>\n<\/tr>\n
100<\/td>\nSECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6 <\/td>\n<\/tr>\n
101<\/td>\nSECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
102<\/td>\nEQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17 <\/td>\n<\/tr>\n
103<\/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 <\/td>\n<\/tr>\n
104<\/td>\nSECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONEMASONRY
TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS <\/td>\n<\/tr>\n
106<\/td>\nTABLE A1-CHORIZONTAL FORCE FACTOR, Cp
TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
107<\/td>\nTABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WAL <\/td>\n<\/tr>\n
108<\/td>\nFIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
109<\/td>\nFIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
110<\/td>\nCHAPTER A2 – EARTHQUAKE HAZARD REDUCTION IN EXISTING 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
111<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
112<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
114<\/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
115<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
118<\/td>\nTABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa <\/td>\n<\/tr>\n
119<\/td>\nFIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
120<\/td>\nFIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
121<\/td>\nFIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
122<\/td>\nFIGURE A3-4A SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
123<\/td>\nFIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION\u2014ALTERNATE CONNECTION FOR BATTERED FOOTING <\/td>\n<\/tr>\n
124<\/td>\nFIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
125<\/td>\nFIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
126<\/td>\nFIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
127<\/td>\nFIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
128<\/td>\nFIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
129<\/td>\nFIGURE A3-8 C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
130<\/td>\nFIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
131<\/td>\nFIGURE A3-10\u2014FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
132<\/td>\nCHAPTER A4 – EARTHQUAKE RISK REDUCTION IN 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
134<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
135<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER A5 – EARTHQUAKE HAZARD REDUCTION INEXISTING 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
137<\/td>\nSECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
138<\/td>\nEQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER A6 – REFERENCED STANDARDS
ASCE\/SEI
ASTM
DOC
ICC <\/td>\n<\/tr>\n
142<\/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
143<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED 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 GENERAL
SECTION C102 DEFINITIONS
SECTION C103 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
145<\/td>\nTABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
TABLE C103.6 NAIL AND SCREW REQUIREMENTS
FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN <\/td>\n<\/tr>\n
146<\/td>\nSECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY <\/td>\n<\/tr>\n
147<\/td>\nTABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
148<\/td>\nFIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
149<\/td>\nFIGURE C104.2(2) CONVENTIALLY FRAMED GABLE END L-BENT STRAP
FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
150<\/td>\nFIGURE C104.2(4) CONVENTIALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
151<\/td>\nFIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
153<\/td>\nFIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME)
FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END) <\/td>\n<\/tr>\n
154<\/td>\nFIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
155<\/td>\nFIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
156<\/td>\nFIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
157<\/td>\nFIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
158<\/td>\nFIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
159<\/td>\nFIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
160<\/td>\nFIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
161<\/td>\nFIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
162<\/td>\nTABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD
TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD <\/td>\n<\/tr>\n
163<\/td>\nTABLE C104.5.1 SPACING OF GUSSET ANGLES
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
164<\/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
165<\/td>\nTABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
166<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
167<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES <\/td>\n<\/tr>\n
168<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
169<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
171<\/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
172<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH <\/td>\n<\/tr>\n
176<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d\u009d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
178<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
180<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
183<\/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
184<\/td>\nTABLE 1.1.1-continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.1.1-continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
186<\/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
187<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.1.2-continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
193<\/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
194<\/td>\nTABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.1.3-continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
198<\/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
199<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.1.4-continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
206<\/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
207<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
210<\/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
211<\/td>\nTABLE 1.1.6-continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.1.5-continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
216<\/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
217<\/td>\nTABLE 1.1.7-continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.1.7-continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
219<\/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
220<\/td>\nTABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
222<\/td>\nTABLE 1.2.1-continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
223<\/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
224<\/td>\nTABLE 1.2.2-continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
225<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
226<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS TAHN 4″ THICK <\/td>\n<\/tr>\n
228<\/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
229<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
232<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
233<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
235<\/td>\nTABLE 1.3.2-continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
236<\/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
237<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4: TO LESS THAN 6: THICK <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
240<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ <\/td>\n<\/tr>\n
241<\/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
242<\/td>\nTABLE 2.1.2 -continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS TAHN 12″ <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2.1.2 -continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS TAHN 12″ <\/td>\n<\/tr>\n
244<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
245<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14: TO LESS THAN 16″ <\/td>\n<\/tr>\n
246<\/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
247<\/td>\nTABLE 2.1.5-continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
248<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
249<\/td>\nTABLE 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
250<\/td>\nTABLE 2.1.7-continued 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
251<\/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-16″ TO LESS THAN 18″
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER-20″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
252<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 16″ <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS-CONCRETE ENCAEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.1.3 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
257<\/td>\nTABLE 2.5.1.3-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS-CONCRETE ENXAEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
259<\/td>\nTABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
260<\/td>\nTABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
261<\/td>\nTABLE 2.5.1.4-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.1.5 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
263<\/td>\nTABLE 2.5.1.5 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14: TO LESS THAN 16″ <\/td>\n<\/tr>\n
265<\/td>\nTABLE 2.5.1.6-continued STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 14: TO LESS THAN 16″ <\/td>\n<\/tr>\n
266<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS-CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.5.2.1 STEEL COLUMNS-BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
267<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS-BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.2.3 STEEL COLUMNS-BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
268<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS-PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.3.2 STEEL COLUMNS-PASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1 STEEL COLUMNS-MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSTION 6″ TO LESS THAN 8″ <\/td>\n<\/tr>\n
269<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS-MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.3 STEEL COLUMNS-MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4 STEEL COLUMNS-MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
270<\/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
271<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
272<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
273<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
274<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
275<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
277<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
278<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
279<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
280<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
281<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
283<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
284<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
285<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
286<\/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
287<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
288<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
289<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
290<\/td>\nTABLE 4.1.1-continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
291<\/td>\nTABLE 4.1.1-continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
292<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
293<\/td>\nTABLE 4.1.2-continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
294<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
295<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS-UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2 STEEL BEAMS-CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
296<\/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
297<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
298<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
299<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
306<\/td>\nINDEX <\/td>\n<\/tr>\n
312<\/td>\nICC MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n
313<\/td>\nICC EVALUATION SERVICES SAVE PROGRAM <\/td>\n<\/tr>\n
314<\/td>\nMAINTAIN YOUR SUSTAINABLE BUILDING EXPERTISE WITH GREEN\/ENERGY TRAINING <\/td>\n<\/tr>\n
315<\/td>\nCOMMITTED TO BUILDING A GREEN AND SUSTAINABLE WORLD <\/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>\n2012<\/td>\n315<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28994,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-28993","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\/28993","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\/28994"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28993"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28993"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28993"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}