{"id":72192,"date":"2024-10-17T16:14:45","date_gmt":"2024-10-17T16:14:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/va-varehabcode-2009\/"},"modified":"2024-10-24T19:04:24","modified_gmt":"2024-10-24T19:04:24","slug":"va-varehabcode-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/va\/va-varehabcode-2009\/","title":{"rendered":"VA VARehabCode 2009"},"content":{"rendered":"

This is a fully integrated code based on the 2009 International Existing Building Code\u00ae<\/i>.<\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2009 VIRGINIA REHABLITATION CODE <\/td>\n<\/tr>\n
2<\/td>\n2009 VIRGINIA REHABILITATION CODE PART II OF THE VIRGINIA UNIFORM STATEWIDE 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
12<\/td>\nCHAPTER 2 – DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 3 – PRESCRIPTIVE COMPLIANCE METHOD
[B] SECTION 301 GENERAL
[B] SECTION 302 ADDITIONS <\/td>\n<\/tr>\n
15<\/td>\n[B] SECTION 303 ALTERATIONS <\/td>\n<\/tr>\n
16<\/td>\n[B] SECTION 304 REPAIRS <\/td>\n<\/tr>\n
17<\/td>\n[B] SECTION 305 FIRE ESCAPES
[B] SECTION 306 GLASS REPLACEMENT
SECTION 307 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
18<\/td>\n[B] SECTION 308 HISTORIC BUILDINGS
[B] SECTION 309 MOVED STRUCTURES
[B] SECTION 310 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
19<\/td>\nTABLE 310.8.5 RAMPS <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 4 – CLASSIFICATION OF WORK
SECTION 401 GENERAL
SECTION 402 REPAIRS
SECTION 403 ALTERATION\u2014LEVEL 1
SECTION 404 ALTERATION\u2014LEVEL 2
SECTION 405 ALTERATION\u2014LEVEL 3
SECTION 406 CHANGE OF OCCUPANCY
SECTION 407 ADDITIONS
SECTION 408 HISTORIC BUILDINGS
SECTION 409 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
24<\/td>\nCHAPTER 5 – REPAIRS
SECTION 501 GENERAL
SECTION 502 BUILDING ELEMENTS AND MATERIALS
SECTION 503 FIRE PROTECTION
SECTION 504 MEANS OF EGRESS
SECTION 505 ACCESSIBILITY
SECTION 506 STRUCTURAL <\/td>\n<\/tr>\n
25<\/td>\nSECTION 507 ELECTRICAL
SECTION 508 MECHANICAL
SECTION 509 PLUMBING <\/td>\n<\/tr>\n
26<\/td>\nCHAPTER 6 – ALTERATIONS\u2014LEVEL 1
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY <\/td>\n<\/tr>\n
27<\/td>\nTABLE 605.1.4 RAMPS
SECTION 606 STRUCTURAL <\/td>\n<\/tr>\n
28<\/td>\nSECTION 607 ENERGY CONSERVATION <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 7 – ALTERATIONS\u2014LEVEL 2
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
SECTION 703 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 704 FIRE PROTECTION <\/td>\n<\/tr>\n
34<\/td>\nSECTION 705 MEANS OF EGRESS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 706 ACCESSIBILITY <\/td>\n<\/tr>\n
38<\/td>\nSECTION 707 STRUCTURAL
SECTION 708 ELECTRICAL <\/td>\n<\/tr>\n
39<\/td>\nSECTION 709 MECHANICAL
SECTION 710 PLUMBING
SECTION 711 ENERGY CONSERVATION <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 8 – ALTERATIONS\u2014LEVEL 3
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
41<\/td>\nSECTION 804 FIRE PROTECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL <\/td>\n<\/tr>\n
42<\/td>\nSECTION 808 ENERGY CONSERVATION <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 9 – CHANGE OF OCCUPANCY
SECTION 901 GENERAL
SECTION 902 – SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
45<\/td>\nSECTION 908 ELECTRICAL <\/td>\n<\/tr>\n
46<\/td>\nSECTION 909 MECHANICAL
SECTION 910 PLUMBING
SECTION 911 OTHER REQUIREMENTS
SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
47<\/td>\nTABLE 912.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
48<\/td>\nTABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 10 – ADDITIONS
SECTION 1001 GENERAL
SECTION 1002 HEIGHTS AND AREAS
SECTION 1003 STRUCTURAL <\/td>\n<\/tr>\n
51<\/td>\nSECTION 1004 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 1005 ACCESSIBILITY <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 11 – HISTORIC BUILDINGS
SECTION 110 1 GENERAL
SECTION 1102 REPAIRS
SECTION 1103 FIRE SAFETY <\/td>\n<\/tr>\n
53<\/td>\nSECTION 1104 ALTERATIONS
SECTION 1105 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
54<\/td>\nSECTION 1106 STRUCTURAL <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 12 – RELOCATED OR MOVED BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REQUIREMENTS <\/td>\n<\/tr>\n
58<\/td>\nCHAPTER 13 – PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
59<\/td>\nEQUATION 13-1
EQUATION 13-2
EQUATION 13-3 <\/td>\n<\/tr>\n
60<\/td>\nEQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
61<\/td>\nTABLE 1301.6.5 CORRIDOR WALL VALUES
TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 13-5 <\/td>\n<\/tr>\n
62<\/td>\nTABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1301.6.11(1) EGRESS WIDTH PER OCCUPANT SERVED
TABLE 1301.6.11(2) MEANS OF EGRESS VALUES
TABLE 1301.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
64<\/td>\nEQUATION 13-6
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1301.6.16 MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
65<\/td>\nTABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
66<\/td>\nTABLE 1301.6.19 INCIDENTAL ACCESSORY OCCUPANCY VALUESa <\/td>\n<\/tr>\n
67<\/td>\nTABLE 1301.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
68<\/td>\nTABLE 1301.8 MANDATORY SAFETY SCORESa
TABLE 1301.9 EVALUATION FORMULAS <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 14 – CONSTRUCTION SAFEGUARDS
SECTION 1401 GENERAL
TABLE 1401.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
71<\/td>\nSECTION 1402 PROTECTION OF ADJOINING PROPERTY
SECTION 1403 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1404 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
72<\/td>\nSECTION 1405 MEANS OF EGRESS
SECTION 1406 STANDPIPE SYSTEMS
SECTION 1407 AUTOMATIC SPRINKLER SYSTEM
SECTION 1408 ACCESSIBILITY
SECTION 1409 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 15 – REFERENCED STANDARDS
ASCE
ASHRAE
ASME
ASTM
DOC <\/td>\n<\/tr>\n
75<\/td>\nICC
NFPA <\/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
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
77<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
78<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
79<\/td>\nEQUATION A1-1
EQUATION A1-2
EQUATION A1-3 <\/td>\n<\/tr>\n
80<\/td>\nSECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5 <\/td>\n<\/tr>\n
81<\/td>\nEQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
82<\/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
83<\/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
84<\/td>\nSECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
85<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
86<\/td>\nTABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER
TABLE A1-B\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, C <\/td>\n<\/tr>\n
87<\/td>\nTABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
88<\/td>\nTABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F\u2014 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G\u2014 MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n
89<\/td>\nFIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
90<\/td>\nFIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
92<\/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
93<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
94<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
96<\/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
97<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
100<\/td>\nTABLE A3-A\u2014SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3-B\u2014SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
TABLE A3\u2013C\u2014NOT USED <\/td>\n<\/tr>\n
101<\/td>\nFIGURE A3-1\u2014NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
102<\/td>\nFIGURE A3-2\u2014 NEW HOLLOW-MASONRY UNIT FOUNDATION WALL <\/td>\n<\/tr>\n
103<\/td>\nFIGURE A3-3\u2014 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
104<\/td>\nFIGURE A3-4A\u2014 SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
105<\/td>\nFIGURE A3-4B\u2014 SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C\u2014 SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
106<\/td>\nFIGURE A3-5\u2014 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
107<\/td>\nFIGURE A3-6\u2014 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
108<\/td>\nFIGURE A3-7\u2014 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
109<\/td>\nFIGURE A3-8\u2014 ALTERNATE BLOCKING WHERE RIM JOIST OR BLOCKING HAS BEEN OMITTED <\/td>\n<\/tr>\n
110<\/td>\nFIGURE A3-9\u2014 CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHING WHEN FLOOR FRAMING IS PARALLEL TO WALL <\/td>\n<\/tr>\n
111<\/td>\nFIGURE A3-10\u2014 FLOOR PLAN\u2014CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
112<\/td>\nCHAPTER A4 – EARTHQUAKE HAZARD REDUCTION IN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS <\/td>\n<\/tr>\n
113<\/td>\nSECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
115<\/td>\nSECTION A404 PHASED CONSTRUCTION
SECTION A405 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A406 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
116<\/td>\nSECTION A407 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A408 QUALITY CONTROL <\/td>\n<\/tr>\n
117<\/td>\nTABLE A4-A\u2014ALLOWABLE VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
118<\/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
119<\/td>\nSECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
120<\/td>\nEQUATION A5-4
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
122<\/td>\nAPPENDIX A – REFERENCED STANDARDS
ASCE
ASTM
DOC
ICC <\/td>\n<\/tr>\n
124<\/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
125<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
126<\/td>\nRESOURCE A – GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
127<\/td>\n1 – FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
TABLE TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
128<\/td>\n2 – BUILDING EVALUATION <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
131<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
132<\/td>\n3 – FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
133<\/td>\nHARMATHY’S TEN RULES <\/td>\n<\/tr>\n
134<\/td>\nILLUSTRATION OF HARMATHY’S RULES <\/td>\n<\/tr>\n
135<\/td>\nEXAMPLE APPLICATION OF HARMATHY’S RULES <\/td>\n<\/tr>\n
137<\/td>\n4 – SUMMARY <\/td>\n<\/tr>\n
138<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
140<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
143<\/td>\nSECTION I – WALLS
SECTION I – WALLS FIGURE 1.1.1\u2014WALLS\u2014MASONRY 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK
TABLE 1.1.1\u2014MASONRY WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK <\/td>\n<\/tr>\n
144<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
145<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
146<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK
TABLE 1.1.2\u2014MASONRY WALLS 4 TO LESS THAN 6 THICK <\/td>\n<\/tr>\n
148<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
149<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
150<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
151<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
152<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
153<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4 TO LESS THAN 6 THICK\u2014continued <\/td>\n<\/tr>\n
154<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
155<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
156<\/td>\nFIGURE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK
TABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK <\/td>\n<\/tr>\n
157<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
159<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
160<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
161<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK
TABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK <\/td>\n<\/tr>\n
163<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
166<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
170<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 1.1.5\u2014MASONRY WALLS 10\u00cb\u009d TO LESS THAN 12\u00cb\u009d THICK
TABLE 1.1.5\u2014MASONRY WALLS 10\u00cb\u009d TO LESS THAN 12\u00cb\u009d THICK <\/td>\n<\/tr>\n
172<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10\u00cb\u009d TO LESS THAN 12\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10\u00cb\u009d TO LESS THAN 12\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10\u00cb\u009d TO LESS THAN 12\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK
TABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK <\/td>\n<\/tr>\n
176<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
177<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
180<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.1.6\u2014MASONRY WALLS 12\u00cb\u009d TO LESS THAN 14\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
182<\/td>\nFIGURE 1.1.7\u2014MASONRY WALLS 14\u00cb\u009d OR MORE THICK
TABLE 1.1.7\u2014MASONRY WALLS 14\u00cb\u009d OR MORE THICK <\/td>\n<\/tr>\n
183<\/td>\nTABLE 1.1.7\u2014MASONRY WALLS 14\u00cb\u009d OR MORE THICK\u2014continued <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1.1.7\u2014MASONRY WALLS 14\u00cb\u009d OR MORE THICK\u2014continued <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 1.2.1\u2014METAL FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK
TABLE 1.2.1\u2014METAL FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK <\/td>\n<\/tr>\n
186<\/td>\nTABLE 1.2.1\u2014METAL FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1.2.1\u2014METAL FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1.2.1\u2014METAL FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
189<\/td>\nFIGURE 1.2.2\u2014METAL FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK
TABLE 1.2.2\u2014METAL FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.2.3\u2014METAL FRAME WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.2.4\u2014METAL FRAME WALLS 8\u00cb\u009d TO LESS THAN 10\u00cb\u009d THICK <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.3.1\u2014WOOD FRAME WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK
TABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK\u2014continued <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.3.3\u2014WOOD FRAME WALLS 6\u00cb\u009d TO LESS THAN 8\u00cb\u009d THICK
TABLE 1.4.1\u2014MISCELLANEOUS MATERIALS WALLS 0\u00cb\u009d TO LESS THAN 4\u00cb\u009d THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.4.2\u2014MISCELLANEOUS MATERIALS WALLS 4\u00cb\u009d TO LESS THAN 6\u00cb\u009d THICK <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS\u2014continued
TABLE 1.5.2\u2014FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
206<\/td>\nSECTION II\u2014COLUMNS
TABLE 2.1.1\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
FIGURE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
207<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
208<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
209<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
210<\/td>\nTABLE 2.1.3\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
211<\/td>\nTABLE 2.1.4\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 2.1.5\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.1.5\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
213<\/td>\nTABLE 2.1.5\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ \u2014continued <\/td>\n<\/tr>\n
214<\/td>\nTABLE 2.1.6\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
215<\/td>\nFIGURE 2.1.7\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
TABLE 2.1.7\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
216<\/td>\nTABLE 2.1.7\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ \u2014continued
TABLE 2.1.8\u2014HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
217<\/td>\nTABLE 2.1.9\u2014HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.1.10\u2014HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER \u2014 16″ TO LESS THAN 18″
TABLE 2.1.11\u2014HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER \u2014 20″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
218<\/td>\nTABLE 2.2\u2014ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
220<\/td>\nTABLE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS\u2014continued
TABLE 2.4\u2014TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ <\/td>\n<\/tr>\n
221<\/td>\nTABLE 2.5.1.2\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 2.5.1.3\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.1.3\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
223<\/td>\nTABLE 2.5.1.3\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ \u2014continued <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
225<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
227<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
228<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 2.5.1.5\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.1.5\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
230<\/td>\nTABLE 2.5.1.5\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ \u2014continued <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
232<\/td>\nTABLE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ \u2014continued
TABLE 2.5.1.7\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
233<\/td>\nTABLE 2.5.2.1\u2014STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.2.2\u2014STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
234<\/td>\nTABLE 2.5.2.3\u2014STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.3.1\u2014STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ <\/td>\n<\/tr>\n
235<\/td>\nTABLE 2.5.3.2\u2014STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1\u2014STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.4.2\u2014STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
236<\/td>\nTABLE 2.5.4.3\u2014STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4\u2014STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
237<\/td>\nSECTION III\u2014FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
238<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
239<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
240<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
241<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
242<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
244<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
245<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
246<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
247<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
248<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
249<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014continued <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
251<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014continued <\/td>\n<\/tr>\n
252<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014continued <\/td>\n<\/tr>\n
253<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014continued <\/td>\n<\/tr>\n
254<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014continued <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
256<\/td>\nTABLE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
257<\/td>\nTABLE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE\u2014continued <\/td>\n<\/tr>\n
258<\/td>\nSECTION IV\u2014BEAMS
TABLE 4.1.1\u2014REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12 <\/td>\n<\/tr>\n
259<\/td>\nTABLE 4.1.1\u2014REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
260<\/td>\nTABLE 4.1.1\u2014REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ \u2014continued <\/td>\n<\/tr>\n
261<\/td>\nTABLE 4.1.2\u2014REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
262<\/td>\nTABLE 4.1.2\u2014REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ \u2014continued <\/td>\n<\/tr>\n
263<\/td>\nTABLE 4.1.3\u2014REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
264<\/td>\nTABLE 4.2.1\u2014REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2\u2014STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
265<\/td>\nSECTION V\u2014DOORS
FIGURE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
266<\/td>\nTABLE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE\u2014continued <\/td>\n<\/tr>\n
267<\/td>\nTABLE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE\u2014continued <\/td>\n<\/tr>\n
268<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
276<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Virginia Rehabilitation 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>\n2009<\/td>\n279<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":72193,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2718],"product_tag":[],"class_list":{"0":"post-72192","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\/72192","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\/72193"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=72192"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=72192"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=72192"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}