{"id":189328,"date":"2024-10-19T11:55:45","date_gmt":"2024-10-19T11:55:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/va-existingbuildingcode-2015-1stedition\/"},"modified":"2024-10-25T04:22:44","modified_gmt":"2024-10-25T04:22:44","slug":"va-existingbuildingcode-2015-1stedition","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/va\/va-existingbuildingcode-2015-1stedition\/","title":{"rendered":"VA ExistingBuildingCode 2015 1stEdition"},"content":{"rendered":"

This is a fully integrated code based on the 2015 International Existing Building Code<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2015 VIRGINIA EXISTING BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2015 VIRGINIA EXISTING BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
10<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
11<\/td>\nSECTION 102 PURPOSE AND SCOPE
SECTION 103 APPLICATION OF CODE <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 3 GENERAL PROVISIONS AND SPECIAL DETAILED REQUIREMENTS
SECTION 301 GENERAL
[BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
[BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED INTERNATIONAL BUILDING CODE-LEVEL SEISMIC FORCES
SECTION 302 BUILDING MATERIALS AND SYSTEMS
SECTION 303 FIRE ESCAPES <\/td>\n<\/tr>\n
17<\/td>\nSECTION 304 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 305 SEISMIC FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
18<\/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 GROUP B TEACHING AND RESEARCH LABORATORIES <\/td>\n<\/tr>\n
19<\/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 GROUP B TEACHING AND RESEARCH LABORATORIES IN EDUCATIONAL OCCUPANCIES ABOVE THE 12th GRADE
TABLE 306.1.1(2) DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING BUILDINGS NOT EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE VCC WITH GROUP B TEACHING AND RESEARCH LABORATORIES IN EDUCATIONAL OCCUPANCIES ABOVE THE 12th GRADE
SECTION 307 REROOFING AND ROOF REPAIR <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 4 ACCESSIBILITY
SECTION 401 GENERAL
SECTION 402 CHANGE OF OCCUPANCY
SECTION 403 ADDITIONS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 404 ALTERATIONS
TABLE 404.4.5 RAMPS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 405 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 407 CHANGE OF OCCUPANCY
SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 5 REPAIRS
SECTION 501 GENERAL
SECTION 502 STRUCTURAL <\/td>\n<\/tr>\n
27<\/td>\nSECTION 503 FLOOD HAZARD AREAS
SECTION 504 ELECTRICAL <\/td>\n<\/tr>\n
28<\/td>\nSECTION 505 MECHANICAL
SECTION 506 PLUMBING
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 6 ALTERATIONS
SECTION 601 GENERAL
SECTION 602 LEVEL 1 ALTERATIONS <\/td>\n<\/tr>\n
31<\/td>\nSECTION 603 LEVEL 2 ALTERATIONS <\/td>\n<\/tr>\n
40<\/td>\nSECTION 604 LEVEL 3 ALTERATIONS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
SECTION 609 PLUMBING <\/td>\n<\/tr>\n
42<\/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
43<\/td>\nSECTION 705 MEANS OF EGRESS
TABLE 705.2 MEANS OF EGRESS HAZARD CATEGORIES
SECTION 706 HEIGHTS AND AREAS
TABLE 706.2 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
44<\/td>\nSECTION 707 EXTERIOR WALL FIRE-RESISTANCE RATINGS
TABLE 707.1 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
SECTION 708 ELECTRICAL AND LIGHTING <\/td>\n<\/tr>\n
45<\/td>\nSECTION 709 MECHANICAL AND VENTILATION
SECTION 710 PLUMBING
SECTION 711 STRUCTURAL <\/td>\n<\/tr>\n
46<\/td>\nSECTION 712 ASSESSIBILITY <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 8 ADDITIONS
SECTION 801 GENERAL
SECTION 802 HEIGHTS AND AREAS
SECTION 803 STRUCTURAL <\/td>\n<\/tr>\n
49<\/td>\nSECTION 804 FLOOD HAZARD AREAS
SECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 9 HISTORIC BUILDINGS
SECTION 901 GENERAL
SECTION 902 FLOOD HAZARD AREAS
SECTION 903 REPAIRS
SECTION 904 FIRE SAFETY <\/td>\n<\/tr>\n
53<\/td>\nSECTION 905 ALTERATIONS
SECTION 906 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
54<\/td>\nSECTION 907 STRUCTURAL
SECTION 908 ENERGY CONSERVATION <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 10 MOVED BUILDINGS AND STRUCTURES
SECTION 1001 GENERAL
SECTION 1002 REQUIREMENTS
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
SECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING <\/td>\n<\/tr>\n
57<\/td>\nSECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 11 RETROFIT REQUIREMENTS
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
60<\/td>\nSECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 12 CONSTRUCTION SAFEGUARDS
SECTION 1201 GENERAL <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1201.6 PROTECTION OF PEDESTRIANS
SECTION 1202 PROTECTION OF ADJOINING PROPERTIES
SECTION 1203 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
64<\/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 <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 13 REFERENCED STANDARDS
API
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
67<\/td>\nASTM
ICC <\/td>\n<\/tr>\n
68<\/td>\nNFPA
UL
TFI RMIP <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 14 COMPLIANCE ALTERNATIVE\u2014CHANGE OF OCCUPANCY
SECTION 1401 GENERAL <\/td>\n<\/tr>\n
71<\/td>\nEQUATION 14-1
EQUATION 14-2
EQUATION 14-3
EQUATION 14-4 <\/td>\n<\/tr>\n
72<\/td>\nTABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
TABLE 1401.6.5 CORRIDOR WALL VALUES <\/td>\n<\/tr>\n
73<\/td>\nTABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
74<\/td>\nTABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
75<\/td>\nTABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6 <\/td>\n<\/tr>\n
76<\/td>\nTABLE 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
77<\/td>\nTABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
78<\/td>\nTABLE 1401.6.19 INCIDENTAL USE AREA VALUES
TABLE 1401.6.21.1 PATIENT ABILITY VALUES
TABLE 1401.6.21.2 PATIENT CONCENTRATION VALUES <\/td>\n<\/tr>\n
79<\/td>\nTABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
80<\/td>\nTABLE 1401.7 SUMMARY SHEET-BUILDING CODE <\/td>\n<\/tr>\n
82<\/td>\nCHAPTER 15 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 16 REFERENCED STANDARDS <\/td>\n<\/tr>\n
86<\/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
87<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
88<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
89<\/td>\nEQUATION A1-1
EQUATION A1-2
EQUATION A1-3 <\/td>\n<\/tr>\n
90<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
91<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6 <\/td>\n<\/tr>\n
92<\/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
93<\/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
94<\/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
96<\/td>\n[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, Cp
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
97<\/td>\n[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
98<\/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
99<\/td>\n[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
100<\/td>\n[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
102<\/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
103<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
104<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
106<\/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
107<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
110<\/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
111<\/td>\n[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
112<\/td>\n[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
113<\/td>\n[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
114<\/td>\n[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
115<\/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
116<\/td>\n[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
117<\/td>\n[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
118<\/td>\n[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
119<\/td>\n[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
120<\/td>\n[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
121<\/td>\n[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
122<\/td>\n[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
123<\/td>\n[BS] FIGURE A3-10\u2014FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
124<\/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
126<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
127<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
128<\/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
129<\/td>\nSECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
130<\/td>\nEQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
132<\/td>\nCHAPTER A6 REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
134<\/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
135<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
136<\/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
137<\/td>\n[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
138<\/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 WALLS TO ENHANCE WIND RESISTANCE <\/td>\n<\/tr>\n
139<\/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
140<\/td>\n[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
141<\/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
142<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
143<\/td>\n[BS]FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
145<\/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
147<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
148<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
149<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
150<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
151<\/td>\n[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
152<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
153<\/td>\n[BS] FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
154<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
155<\/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
156<\/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
158<\/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
159<\/td>\n[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
160<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
161<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAICMATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
162<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
165<\/td>\n2.2 FIRE RESISTANCE OF EXISTING BUILDINGELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRERESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
166<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THEORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
168<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
169<\/td>\nFIGURE ILLUSTRATION OF HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
170<\/td>\n3.3\u201c THICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
172<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
174<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
176<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
177<\/td>\nSECTION I – WALLS
FIGURE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.1.1 MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
180<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.1.2 MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
183<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.1.3 MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK
TABLE 1.1.4 MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK
TABLE 1.1.5 MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10\u2033 TO LESS THAN 12\u2033 THICK <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK
TABLE 1.1.6 MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12\u2033 TO LESS THAN 14\u2033 THICK <\/td>\n<\/tr>\n
210<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14\u2033 OR MORE THICK <\/td>\n<\/tr>\n
213<\/td>\nFIGURE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK
TABLE 1.2.1 METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
216<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.2.2 METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
219<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8\u2033 TO LESS THAN 10\u2033 THICK <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 1.3.2 WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK
TABLE 1.3.2 WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
223<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
224<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
225<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
226<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
228<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
229<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1.3.3 WOOD FRAME WALLS 6\u2033 TO LESS THAN 8\u2033 THICK
TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0\u2033 TO LESS THAN 4\u2033 THICK <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4\u2033 TO LESS THAN 6\u2033 THICK <\/td>\n<\/tr>\n
232<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
233<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
234<\/td>\nSECTION II – COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0\u2033 TO LESS THAN 6\u2033 <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
236<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
237<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
238<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
239<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033 <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18″ <\/td>\n<\/tr>\n
242<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18\u2033 TO LESS THAN 20\u2033 <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
244<\/td>\nTABLE 2.1.7\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20\u2033 TO LESS THAN 22\u2033
TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
245<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416\u2033 TO LESS THAN 18\u2033
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420\u2033 TO LESS THAN 22\u2033 <\/td>\n<\/tr>\n
246<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
248<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENT SMINIMUM DIMENSION LESS THAN 6\u2033 <\/td>\n<\/tr>\n
249<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6\u2033 TO LESS THAN 8\u2033 THICK <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
251<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033 <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
253<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
255<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
257<\/td>\nTABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
259<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
260<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\u2033 TO LESS THAN 18\u2033
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
261<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
262<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6\u2033 TO LESS THAN 8\u2033 <\/td>\n<\/tr>\n
263<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8\u2033 TO LESS THAN 10\u2033
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10\u2033 TO LESS THAN 12\u2033
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
264<\/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
265<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
266<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
267<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
268<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
269<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
270<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
271<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
272<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
273<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
274<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
277<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
278<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
279<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
280<\/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
281<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
282<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
283<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
284<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
285<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
286<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
287<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12\u2033 TO LESS THAN 14\u2033 <\/td>\n<\/tr>\n
288<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14\u2033 TO LESS THAN 16\u2033 <\/td>\n<\/tr>\n
289<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10\u2033 TO LESS THAN 12\u2033
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10\u2033 TO LESS THAN 12\u2033 <\/td>\n<\/tr>\n
290<\/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
291<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
292<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
293<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
300<\/td>\nINDEX <\/td>\n<\/tr>\n
306<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
307<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
308<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
309<\/td>\nICC’S DIGITAL LIBRARY <\/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>\n2015<\/td>\n309<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":189331,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2718],"product_tag":[],"class_list":{"0":"post-189328","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\/189328","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\/189331"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=189328"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=189328"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=189328"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}