{"id":453366,"date":"2024-10-20T09:29:50","date_gmt":"2024-10-20T09:29:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/va-existing-building-code-2021-1stptg\/"},"modified":"2024-10-26T17:37:24","modified_gmt":"2024-10-26T17:37:24","slug":"va-existing-building-code-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/va\/va-existing-building-code-2021-1stptg\/","title":{"rendered":"VA Existing Building Code 2021 1stptg"},"content":{"rendered":"

This is a fully integrated code based on the 2021International Existing Building Code\u00ae.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 VIRGINIA EXISTING BUILDING CODE\u00a9 <\/td>\n<\/tr>\n
2<\/td>\n2021 VIRGINIA EXISTING BUILDING CODE\u00a9 <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nPREVIOUS ADOPTIONS AND AMENDMENTS OF THE USBC AND SFPC <\/td>\n<\/tr>\n
10<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
15<\/td>\nSECTION 102 PURPOSE AND SCOPE <\/td>\n<\/tr>\n
16<\/td>\nSECTION 103 APPLICATION OF CODE <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 3 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS
SECTION 301 GENERAL
SECTION 302 BUILDING MATERIALS AND SYSTEMS
SECTION 303 FIRE ESCAPES <\/td>\n<\/tr>\n
23<\/td>\nSECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
24<\/td>\nTABLE 305.2.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH VCC-LEVEL SEISMIC FORCES
TABLE 305.2.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED VCC-LEVEL SEISMIC FORCES
SECTION 306 HIGHER EDUCATION LABORATORIES <\/td>\n<\/tr>\n
25<\/td>\nTABLE 306.1.1(1) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES
TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATICSPRINKLER SYSTEM IN ACCOURDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH HIGHER EDUCATION LABORATORIES <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 4 ACCESSIBILITY
SECTION 401 GENERAL
SECTION 402 CHANGE OF OCCUPANCY
SECTION 403 ADDITIONS
SECTION 404 ALTERATIONS <\/td>\n<\/tr>\n
27<\/td>\nTABLE 404.4.5 RAMPS <\/td>\n<\/tr>\n
28<\/td>\nSECTION 405 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 5 REPAIRS
SECTION 501 GENERAL
SECTION 502 STRUCTURAL <\/td>\n<\/tr>\n
31<\/td>\nSECTION 503 FLOOD HAZARD AREAS
SECTION 504 ELECTRICAL
SECTION 505 MECHANICAL <\/td>\n<\/tr>\n
32<\/td>\nSECTION 506 PLUMBING
SECTION 507 ENERGY CONSERVATION <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 6 ALTERATIONS
SECTION 601 GENERAL <\/td>\n<\/tr>\n
35<\/td>\nSECTION 602 ALTERATION\u2014LEVEL 1 <\/td>\n<\/tr>\n
37<\/td>\nSECTION 603 ALTERATION\u2014LEVEL 2 <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 7 CHANGE OF OCCUPANCY
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MATERIALS
SECTION 704 FIRE PROTECTION <\/td>\n<\/tr>\n
41<\/td>\nSECTION 705 MEANS OF EGRESS
TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES <\/td>\n<\/tr>\n
43<\/td>\nSECTION 706 HEIGHTS AND AREAS
TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES
SECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS
TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
44<\/td>\nSECTION 708 ELECTRICAL AND LIGHTING
SECTION 709 MECHANICAL AND VENTILATION
SECTION 710 PLUMBING
SECTION 711 STRUCTURAL <\/td>\n<\/tr>\n
45<\/td>\nSECTION 712 ACCESSIBILITY <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 8 ADDITIONS
SECTION 801 GENERAL
SECTION 802 HEIGHTS AND AREAS
SECTION 803 STRUCTURAL <\/td>\n<\/tr>\n
47<\/td>\nSECTION 804 FLOOD HAZARD AREAS
SECTION 805 ENERGY CONSERVATION <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 9 HISTORIC BUILDINGS
SECTION 901 GENERAL
SECTION 902 FLOOD HAZARD AREAS
SECTION 903 REPAIRS
SECTION 904 (RESERVED)
SECTION 905 ALTERATIONS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 906 CHANGE OF OCCUPANCY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 10 MOVED BUILDINGS AND STRUCTURES
SECTION 1001 GENERAL
SECTION 1002 REQUIREMENTS <\/td>\n<\/tr>\n
54<\/td>\nCHAPTER 11 RETROFIT REQUIREMENTS
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 12 CONSTRUCTION SAFEGUARDS
SECTION 1201 GENERAL <\/td>\n<\/tr>\n
59<\/td>\nSECTION 1202 PROTECTION OF ADJOINING PROPERTIES
SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
TABLE 1201.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
60<\/td>\nSECTION 1204 FIRE EXTINGUISHERS
SECTION 1205 MEANS OF EGRESS
SECTION 1206 STANDPIPE SYSTEMS
SECTION 1207 AUTOMATIC SPRINKLER SYSTEM
SECTION 1208 ACCESSIBILITY
SECTION 1209 WATER SUPPLY FOR FIRE PROTECTION
SECTION 1210 DEMOLITION <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 13 REFERENCED STANDARDS
ACI
API
ASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
63<\/td>\nICC
NFPA
TFI <\/td>\n<\/tr>\n
64<\/td>\nUL <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 14 COMPLIANCE ALTERNATIVE\u2014CHANGE OF OCCUPANCY
SECTION 1401 GENERAL
SECTION 1402 EVALUATION PROCESS
SECTION 1403 EVALUATION DATA
EQUATION 14-1
EQUATION 14-2 <\/td>\n<\/tr>\n
67<\/td>\nEQUATION 14-3
EQUATION 14-4
TABLE 1403.3 COMPARTMENTATION VALUES
TABLE 1403.4 SEPARATION VALUES <\/td>\n<\/tr>\n
68<\/td>\nTABLE 1403.5 CORRIDOR WALL VALUES
TABLE 1403.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1403.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5 <\/td>\n<\/tr>\n
69<\/td>\nTABLE 1403.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1403.9 FIRE ALARM SYSTEM VALUES
TABLE 1403.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
70<\/td>\nTABLE 1403.11 MEANS OF EGRESS VALUES
TABLE 1403.12 DEAD-END VALUES <\/td>\n<\/tr>\n
71<\/td>\nEQUATION 14-6
TABLE 1403.14 ELEVATOR CONTROL VALUES
TABLE 1403.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1403.16 MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
72<\/td>\nTABLE 1403.17 SPRINKLER SYSTEM VALUES
TABLE 1403.18 STANDPIPE SYSTEM VALUES
TABLE 1403.19 INCIDENTAL USE AREA VALUES <\/td>\n<\/tr>\n
73<\/td>\nSECTION 1404 EVALUATION SCORES
TABLE 1404.2 MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
74<\/td>\nTABLE 1404.1 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
76<\/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
[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A103 DEFINITIONS <\/td>\n<\/tr>\n
77<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
78<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
79<\/td>\nSECTION A106 MATERIALS REQUIREMENTS
EQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
80<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
81<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-3
EQUATION A1-4
SECTION A109 ANALYSIS AND DESIGN PROCEDURE <\/td>\n<\/tr>\n
82<\/td>\n[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
SECTION A110 GENERAL PROCEDURE
EQUATION A1-5 <\/td>\n<\/tr>\n
83<\/td>\n[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
SECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
84<\/td>\n[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
EQUATION A1-6
EQUATION A1-7
EQUATION A1-8
EQUATION A1-9 <\/td>\n<\/tr>\n
85<\/td>\n[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
EQUATION A1-11
EQUATION A1-12 <\/td>\n<\/tr>\n
86<\/td>\n[BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
SECTION A112 ANALYSIS AND DESIGN
EQUATION A1-18
EQUATION A1-19
EQUATION A1-20 <\/td>\n<\/tr>\n
87<\/td>\nEQUATION A1-21
EQUATION A1-22
EQUATION A1-23
[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
88<\/td>\nSECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
[BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS <\/td>\n<\/tr>\n
89<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
[BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n
90<\/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
91<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
92<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
94<\/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
95<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
96<\/td>\n[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
97<\/td>\n[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
98<\/td>\n[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
99<\/td>\n[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
100<\/td>\n[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
101<\/td>\n[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
[BS] TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
102<\/td>\n[BS] TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
[BS] TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING <\/td>\n<\/tr>\n
103<\/td>\n[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATIONa, b <\/td>\n<\/tr>\n
104<\/td>\n[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b
[BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
105<\/td>\n[BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION\u2014ALTERNATIVE CONNECTION FOR BATTERED FOOTING
[BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b <\/td>\n<\/tr>\n
106<\/td>\n[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
107<\/td>\n[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
108<\/td>\n[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
109<\/td>\n[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
112<\/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
114<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY <\/td>\n<\/tr>\n
115<\/td>\nSECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
116<\/td>\nSECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
118<\/td>\nCHAPTER A5 REFERENCED STANDARDS
SECTION A501 REFERENCED STANDARDS
TABLE A501.1 REFERENCED STANDARDS
TABLE A501.1\u2014continued REFERENCED STANDARDS <\/td>\n<\/tr>\n
120<\/td>\nAPPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
121<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS
[BE] TABLE B104.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
122<\/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 <\/td>\n<\/tr>\n
123<\/td>\nSECTION C103 MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
124<\/td>\n[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE <\/td>\n<\/tr>\n
125<\/td>\n[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY <\/td>\n<\/tr>\n
126<\/td>\n[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
127<\/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
128<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
129<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
131<\/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
132<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
133<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
134<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
135<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
136<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
137<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
138<\/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
139<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
140<\/td>\n[BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES <\/td>\n<\/tr>\n
141<\/td>\n[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
142<\/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
143<\/td>\n[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER C3 REFERENCED STANDARDS
SECTION C301 REFERENCED STANDARDS
[BS] TABLE C301.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
146<\/td>\nAPPENDIX D BOARD OF APPEALS DELETED <\/td>\n<\/tr>\n
148<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
149<\/td>\n1. FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
150<\/td>\n2. BUILDING EVALUATION <\/td>\n<\/tr>\n
151<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
153<\/td>\n3. FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
159<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
160<\/td>\n4. SUMMARY <\/td>\n<\/tr>\n
162<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
165<\/td>\nSECTION I – WALLS
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
166<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
168<\/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
169<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
170<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
171<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
172<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
175<\/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
176<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
177<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK
TABLE 1.1.4 MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
183<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
188<\/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
189<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\uf0b2 TO LESS THAN 12\uf0b2 THICK <\/td>\n<\/tr>\n
192<\/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
193<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\uf0b2 TO LESS THAN 14\uf0b2 THICK <\/td>\n<\/tr>\n
198<\/td>\nFIGURE 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
199<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\uf0b2 OR MORE THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\uf0b2 OR MORE THICK <\/td>\n<\/tr>\n
201<\/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
202<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
204<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
205<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS 4\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
206<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8\uf0b2 TO LESS THAN 10\uf0b2 THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
210<\/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
211<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK. <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
216<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.3.3 WOOD FRAME WALLS 6\uf0b2 TO LESS THAN 8\uf0b2 THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0\uf0b2 TO LESS THAN 4\uf0b2 THICK <\/td>\n<\/tr>\n
219<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4\uf0b2 TO LESS THAN 6\uf0b2 THICK <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
222<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0\uf0b2 TO LESS THAN 6\uf0b2 <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 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
224<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
225<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNSMINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
227<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 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
229<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2 <\/td>\n<\/tr>\n
230<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18\uf0b2 TO LESS THAN 20\uf0b2 <\/td>\n<\/tr>\n
231<\/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
232<\/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 <\/td>\n<\/tr>\n
233<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416\uf0b2 TO LESS THAN 18\uf0b2
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420\uf0b2 TO LESS THAN 22\uf0b2 <\/td>\n<\/tr>\n
234<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
236<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION LESS THAN 6\uf0b2 <\/td>\n<\/tr>\n
237<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS6\uf0b2 TO LESS THAN 8\uf0b2 THICK <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2 <\/td>\n<\/tr>\n
239<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2 <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM 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
241<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
242<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
244<\/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
245<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
247<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
248<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
249<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12\uf0b2 TO LESS THAN 14\uf0b2
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
250<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6\uf0b2 TO LESS THAN 8\uf0b2
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6\uf0b2 TO LESS THAN 8\uf0b2 <\/td>\n<\/tr>\n
251<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8\uf0b2 TO LESS THAN 10\uf0b2
TABLE 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
252<\/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
253<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
254<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
255<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
256<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
257<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
259<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
261<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
262<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
265<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
266<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
267<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
268<\/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
269<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
270<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
271<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
272<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMSDEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
273<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMSDEPTH 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
274<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
275<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12\uf0b2 TO LESS THAN 14\uf0b2 <\/td>\n<\/tr>\n
276<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14\uf0b2 TO LESS THAN 16\uf0b2 <\/td>\n<\/tr>\n
277<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10\uf0b2 TO LESS THAN 12\uf0b2
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH10\uf0b2 TO LESS THAN 12\uf0b2 <\/td>\n<\/tr>\n
278<\/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
279<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
280<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
281<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
288<\/td>\nICC CHANGES TO THE CODE DEVELOPMENT PROCESS <\/td>\n<\/tr>\n
289<\/td>\nADDITIONAL CODE RESOURCES FROM ICC <\/td>\n<\/tr>\n
290<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
291<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Virginia Existing Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
VA<\/b><\/a><\/td>\n2021<\/td>\n291<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":453370,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2718],"product_tag":[],"class_list":{"0":"post-453366","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-va","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\/453366","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\/453370"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=453366"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=453366"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=453366"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}