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NY ExistingBuildingCode 07 2007

NY ExistingBuildingCode 07 2007

$29.25

Existing Building Code of New York State

Published By Publication Date Number of Pages
NY 2007 294
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Based on the 2003 International Existing Building CodeÂŽ, This code provides provisions for improving and upgrading existing buildings to conserve resources and history.

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PDF Pages PDF Title
1 EXISTING BUILDING CODE OF NEW YORK STATE 2007
2 COPYRIGHT Š 2007
3 ACKNOWLEDGMENTS
5 TABLE OF CONTENTS
9 CHAPTER 1 GENERAL REQUIREMENTS
SECTION 101 TITLE, SCOPE AND PURPOSE
SECTION 102 APPLICABILITY
SECTION 103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION
10 SECTION 104 SERVICE UTILITIES
SECTION 105 ADMINISTRATION AND ENFORCEMENT
11 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
13 CHAPTER 3 CLASSIFICATION OF WORK
SECTION 301 GENERAL
SECTION 302 REPAIRS
SECTION 303 ALTERATION—LEVEL 1
SECTION 304 ALTERATION—LEVEL 2
SECTION 305 ALTERATION—LEVEL 3
SECTION 306 CHANGE OF OCCUPANCY
SECTION 307 ADDITIONS
SECTION 308 HISTORIC BUILDINGS
SECTION 309 RELOCATED BUILDINGS
15 CHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 SPECIAL USE AND OCCUPANCY
SECTION 403 BUILDING ELEMENTS AND MATERIALS
SECTION 404 FIRE PROTECTION
SECTION 405 MEANS OF EGRESS
SECTION 406 ACCESSIBILITY
SECTION 407 STRUCTURAL
16 TABLE 407.1.1.2 IBC SEISMIC USE GROUP EQUIVALENTS TO FEMA 356 AND ASCE 31 PERFORMANCE LEVELSa
SECTION 408 ELECTRICAL
17 SECTION 409 MECHANICAL
[P] SECTION 410 PLUMBING
19 CHAPTER 5 ALTERATIONS—LEVEL 1
SECTION 501 GENERAL
SECTION 502 SPECIAL USE AND OCCUPANCY
SECTION 503 BUILDING ELEMENTS AND MATERIALS
SECTION 504 FIRE PROTECTION
SECTION 505 MEANS OF EGRESS
SECTION 506 ACCESSIBILITY
20 TABLE 506.1.4 RAMPS
SECTION 507 STRUCTURAL
23 CHAPTER 6 ALTERATIONS—LEVEL 2
SECTION 601 GENERAL
SECTION 602 SPECIAL USE AND OCCUPANCY
SECTION 603 BUILDING ELEMENTS AND MATERIALS
25 SECTION 604 FIRE PROTECTION
27 SECTION 605 MEANS OF EGRESS
28 TABLE 605.3.1.1(1)
29 TABLE 605.3.1.1(2)
32 SECTION 606 ACCESSIBILITY
33 SECTION 607 STRUCTURAL
SECTION 608 ELECTRICAL
34 SECTION 609 MECHANICAL
SECTION 610 PLUMBING
35 CHAPTER 7 ALTERATIONS—LEVEL 3
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY
36 SECTION 703 BUILDING ELEMENTS AND MATERIALS
SECTION 704 FIRE PROTECTION
SECTION 705 MEANS OF EGRESS
SECTION 706 ACCESSIBILITY
SECTION 707 STRUCTURAL
39 CHAPTER 8 CHANGE OF OCCUPANCY
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
40 SECTION 803 BUILDING ELEMENTS AND MATERIALS
SECTION 804 FIRE PROTECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
TABLE 807.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS FOR BUILDINGS MEETING THE CONDITIONS OF SECTION 807.1 EXCEPTION #2
41 SECTION 808 ELECTRICAL
42 SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 OTHER REQUIREMENTS
SECTION 812 CHANGE OF OCCUPANCY CLASSIFICATION
43 TABLE 812.4.1 HAZARD CATEGORIES AND CLASSIFICATIONS: LIFE SAFETY AND EXITS
44 TABLE 812.4.2 HAZARD CATEGORIES AND CLASSIFICATIONS: HEIGHTS AND AREAS
TABLE 812.4.3 HAZARD CATEGORIES AND CLASSIFICATIONS: EXPOSURE OF EXTERIOR WALLS
47 CHAPTER 9 ADDITIONS
SECTION 901 GENERAL
SECTION 902 HEIGHTS AND AREAS
SECTION 903 STRUCTURAL
48 SECTION 904 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 905 ACCESSIBILITY
49 CHAPTER 10 HISTORIC BUILDINGS
SECTION 1001 GENERAL
SECTION 1002 REPAIRS
SECTION 1003 FIRE SAFETY
50 SECTION 1004 ALTERATIONS
51 SECTION 1005 CHANGE OF OCCUPANCY
52 SECTION 1006 STRUCTURAL
53 CHAPTER 11 RELOCATED OR MOVED BUILDINGS
SECTION 1101 GENERAL
SECTION 1102 REQUIREMENTS
55 CHAPTER 12 COMPLIANCE ALTERNATIVES
SECTION 1201 GENERAL
56 (EQUATION 12-1)
(EQUATION 12-2)
(EQUATION 12-3)
57 (EQUATION 12-4)
TABLE 1201.6.3 COMPARTMENTATION VALUES
58 TABLE 1201.6.4 SEPARATION VALUES
TABLE 1201.6.5 CORRIDOR WALL VALUES
(EQUATION 12-5)
59 TABLE 1201.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1201.6.6(2) CONSTRUCTION-TYPE FACTOR
TABLE 1201.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1201.6.9 FIRE ALARM SYSTEM VALUES
60 TABLE 1201.6.10 SMOKE CONTROL VALUES
TABLE 1201.6.11 MEANS OF EGRESS VALUES
61 TABLE 1201.6.12 DEAD-END VALUES
(EQUATION 12-6)
TABLE 1201.6.14 ELEVATOR CONTROL VALUES
62 TABLE 1201.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1201.6.16 MIXED OCCUPANCY VALUESa
TABLE 1201.6.17 SPRINKLER SYSTEM VALUES
63 TABLE 1201.6.18 STANDPIPE SYSTEM VALUES
TABLE 1201.6.19 INCIDENTAL USE AREA VALUESa
64 TABLE 1201.7 SUMMARY SHEET—BUILDING CODE
65 TABLE 1201.8 MANDATORY SAFETY SCORESa
TABLE 1201.9 EVALUATION FORMULASa
67 CHAPTER 13 CONSTRUCTION SAFEGUARDS
SECTION 1301 GENERAL
[B] TABLE 1301.6 PROTECTION OF PEDESTRIANS
68 [B] SECTION 1302 PROTECTION OF ADJOINING PROPERTY
[B] SECTION 1303 TEMPORARY USE OF STREETS, ALLEYS ANDPUBLIC PROPERTY
SECTION 1304 FIRE EXTINGUISHERS
69 [B] SECTION 1305 EXITS
[F] SECTION 1306 STANDPIPE SYSTEMS
[F] SECTION 1307 AUTOMATIC SPRINKLER SYSTEM
SECTION 1308 ACCESSIBILITY
71 CHAPTER 14 REFERENCED STANDARDS
ASCE
ASHRAE
ASME
DOJ
72 DOTn
FEMA
ICC
NFPA
75 APPENDIX 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
76 SECTION A105 GENERAL REQUIREMENTS
77 SECTION A106 MATERIALS REQUIREMENTS
78 (EQUATION A1-1)
(EQUATION A1-2)
(EQUATION A1-3)
79 SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
(EQUATION A1-4)
(EQUATION A1-5)
80 (EQUATION A1-6)
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
(EQUATION A1-7)
SECTION A111 SPECIAL PROCEDURE
81 (EQUATION 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)
82 (EQUATION A1-17)
(EQUATION 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)
83 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
84 SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
TABLE A1-A—ELEMENTS REGULATED BY THIS CHAPTER
85 TABLE A1-B—ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C—HORIZONTAL FORCE FACTOR, Cp
TABLE A1-D—STRENGTH VALUES FOR EXISTING MATERIALS
86 TABLE A1-E—STRENGTH VALUES OF NEW MATERIALS USEDIN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F—MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G—MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
87 FIGURE A1-1ACCEPTABLE DIAPHRAGM SPAN
88 FIGURE A1-2ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
89 CHAPTER A2 EARTHQUAKE HAZARD REDUCTIONIN EXISTING REINFORCED CONCRETE AND REINFORCEDMASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS
SECTION A201PURPOSE
SECTION A202 SCOPE
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
SECTION A206 ANALYSIS AND DESIGN
91 SECTION A207 MATERIALS OF CONSTRUCTION
93 CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENINGOF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS
94 SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS
97 TABLE A3-A—SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3–B—SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE1,2
TABLE A3–C—RESERVED
98 FIGURE A3-1—NEW REINFORCED CONCRETE FOUNDATION SYSTEM
99 FIGURE A3-2—NEW HOLLOW-MASONRY UNIT FOUNDATION WALL
100 FIGURE A3-3—SILL PLATE BOLTING TO EXISTING FOUNDATION
101 FIGURE A3-4A—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
102 FIGURE A3-4B—SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALLAND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C—SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
103 FIGURE A3-5—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON EXTERIOR FACE OF CRIPPLE STUDS
104 FIGURE A3-6—CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON INTERIOR FACE OF CRIPPLE STUDS
105 FIGURE A3-7—PARTIAL CRIPPLE STUD WALL ELEVATION
106 FIGURE A3-8—ALTERNATE BLOCKING WHERE RIM JOIST ORBLOCKING HAS BEEN OMITTED
107 FIGURE A3-9—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL
108 FIGURE A3-10—CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL
109 CHAPTER A4 EARTHQUAKE HAZARD REDUCTIONIN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGSWITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
110 SECTION A403 ANALYSIS AND DESIGN
112 SECTION A404 GENERAL REQUIREMENTSFOR PHASED CONSTRUCTION
SECTION A405 PRESCRIPTIVE MEASURESFOR WEAK STORY
113 SECTION A406 MATERIALS OF CONSTRUCTION
SECTION A407 REQUIRED INFORMATION ON PLANS
114 SECTION A408 QUALITY CONTROL
115 TABLE A4-A—BUILDING SYSTEM
TABLE A4-B—LATERAL-FORCE-RESISTING SYSTEM1
116 TABLE A4-C—CONNECTIONS1
TABLE A4-D—DIAPHRAGMS1
TABLE A4-E—ALLOWABLE VALUES FOR EXISTING MATERIALS
117 CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETEBUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 DEFINITIONS
SECTION A504 SYMBOLS AND NOTATIONS
118 SECTION A505 GENERAL REQUIREMENTS
TABLE A505.1—ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE
119 TABLE A505.2—ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi)
SECTION A506 SITE GROUND MOTION
SECTION A507 TIER 1 ANALYSIS PROCEDURE
120 (EQUATION A5-1)
(EQUATION A5-2)
(EQUATION A5-3)
121 TABLE A508.1—COMPONENT STIFFNESS
SECTION A508 TIER 2 ANALYSIS PROCEDURE
122 (EQUATION A5-4)
SECTION A509 TIER 3 ANALYSIS PROCEDURE
123 (EQUATION A5-5)
(EQUATION A5-6)
(EQUATION A5-7)
124 (EQUATION A5-8)
(EQUATION A5-9)
(EQUATION A5-10)
(EQUATION A5-11)
125 (EQUATION A5-12)
(EQUATION A5-13)
(EQUATION A5-14)
126 TABLE A509.4.2—VALUES OF MODIFICATION FACTOR, C0
127 SECTION A510 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY
129 TABLE A5-A—BASIC STRUCTURAL CHECKLIST
130 TABLE A5-A—BASIC STRUCTURAL CHECKLIST—(Continued)
131 TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST
132 TABLE A5-B—SUPPLEMENTAL STRUCTURAL CHECKLIST—(Continued)
133 TABLE A5-C—GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST
135 APPENDIX A REFERENCED STANDARDS
ASTM
DOC
FEMA
ICC
137 APPENDIX B RESERVED
139 RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
140 PURPOSE
1 FIRE-RELATED PERFORMANCE OF ARCHAICMATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
141 1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION
143 FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
145 FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
2.2 FIRE RESISTANCE OF EXISTINGBUILDING ELEMENTS
146 2.3 EFFECTS OF PENETRATIONS IN FIRERESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
3.1 THE EXPERIMENTAL APPROACH
147 3.2 THE THEORETICAL APPROACH
149 DIAGRAMMATIC ILLUSTRATION OF TEN RULES
150 3.3 “THICKNESS DESIGN” STRATEGY
151 3.4 EVALUATION OF DOORS
4 SUMMARY
152 FIGURE 3 MODIFICATION DETAILS
155 APPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS
157 PURPOSE AND PROCEDURE
158 SECTION I – WALLS
FIGURE 1.1.1—WALLS—MASONRY0″ TO LESS THAN 4″ THICK
TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK
159 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued)
160 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued)
161 TABLE 1.1.1—MASONRY WALLS 0″ TO LESS THAN 4″ THICK—(Continued)
162 FIGURE 1.1.2—WALLS—MASONRY 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK
163 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
164 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
165 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
166 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
167 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
168 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
169 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
170 TABLE 1.1.2—MASONRY WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
171 FIGURE 1.1.3—WALLS—MASONRY 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK
172 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued)
173 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued)
174 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued)
175 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued)
176 TABLE 1.1.3—MASONRY WALLS 6″ TO LESS THAN 8″ THICK—(Continued)
177 FIGURE 1.1.4—WALLS—MASONRY 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK
178 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued)
179 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued)
180 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued)
181 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued)
182 TABLE 1.1.4—MASONRY WALLS 8″ TO LESS THAN 10″ THICK—(Continued)
183 TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued)
184 TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued)
185 TABLE 1.1.4—MASONRY WALLS8″ TO LESS THAN 10″ THICK—(Continued)
186 FIGURE 1.1.5—WALLS—MASONRY 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5—WALLS—MAS
187 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued)
188 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued)
189 TABLE 1.1.5—MASONRY WALLS 10″ TO LESS THAN 12″ THICK—(Continued)
190 FIGURE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK
191 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
192 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
193 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
194 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
195 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
196 TABLE 1.1.6—WALLS—MASONRY 12″ TO LESS THAN 14″ THICK—(Continued)
197 FIGURE 1.1.7—WALLS—MASONRY 14″ OR MORE TH
TABLE 1.1.7—WALLS—MASONRY 14″ OR MORE THICK
198 TABLE 1.1.7—WALLS—MASONRY 14″ OR MORE THICK—(Continued)
199 TABLE 1.1.7—MASONRY WALLS 14″ OR MORE THICK—(Continued)
200 FIGURE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK
TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK
201 TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued)
202 TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued)
203 TABLE 1.2.1—WALLS—METAL FRAME0″ TO LESS THAN 4″ THICK—(Continued)
204 FIGURE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK
TABLE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK
205 TABLE 1.2.2—WALLS—METAL FRAME 4″ TO LESS THAN 6″ THICK—(Continued)
206 TABLE 1.2.3—WALLS—METAL FRAME 6″ TO LESS THAN 8″ THICK
207 TABLE 1.2.4—WALLS—METAL FRAME 8″ TO LESS THAN 10″ THICK
208 TABLE 1.3.1—WOOD FRAME WALLS0″ TO LESS THAN 4″ THICK
209 FIGURE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
210 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
211 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
212 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
213 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
214 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
215 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
216 TABLE 1.3.2—WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK—(Continued)
217 TABLE 1.3.3—WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.4.1—WALLS—MISCELLANEOUS MATERIALS 0″ TO LESS THAN 4″ THICK
218 TABLE 1.4.2—WALLS—MISCELLANEOUS MATERIALS 4″ TO LESS THAN 6″ THICK
219 FIGURE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS
220 TABLE 1.5.1—FINISH RATINGS—INORGANIC MATERIALS—(Continued)
TABLE 1.5.2—FINISH RATINGS—ORGANIC MATERIAL
221 SECTION II—COLUMNS
TABLE 2.1.1—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
FIGURE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
222 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
223 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
224 TABLE 2.1.2—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
225 TABLE 2.1.3—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
226 TABLE 2.1.4—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
227 FIGURE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
228 TABLE 2.1.5—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″—(Continued)
229 TABLE 2.1.6—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
230 FIGURE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
231 TABLE 2.1.7—REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″—(Continued)
TABLE 2.1.8—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
232 TABLE 2.1.9—HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.1.10—HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER — 16″ TO LESS THAN 18″
TABLE 2.1.11—HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER — 20″ TO LESS THAN 22″
233 TABLE 2.2—ROUND CAST IRON COLUMNS
234 FIGURE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS
235 TABLE 2.3—STEEL COLUMNS—GYPSUM ENCASEMENTS—(Continued)
TABLE 2.4—TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
236 TABLE 2.5.1.2—STEEL COLUMNS—CONCRETE ENCASEMENTS6″ TO LESS THAN 8″ THICK
237 FIGURE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
238 TABLE 2.5.1.3—STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 8″ TO LESS THAN 10″—(Continued)
239 FIGURE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTSMINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
240 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Contin
241 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
242 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
243 TABLE 2.5.1.4—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″—(Continued)
244 FIGURE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 1
245 TABLE 2.5.1.5—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″—(Continued)
246 FIGURE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN
TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
247 TABLE 2.5.1.6—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″—(Continued)
TABLE 2.5.1.7—STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″
248 TABLE 2.5.2.1—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.2.2—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 1
249 TABLE 2.5.2.3—STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.3.1—STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
250 TABLE 2.5.3.2—STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.4.2—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
251 TABLE 2.5.4.3—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4—STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
252 SECTION III—FLOOR/CEILING ASSEMBLIES
FIGURE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
253 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
254 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
255 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
256 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
257 TABLE 3.1—FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE—(Continued)
258 FIGURE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
259 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
260 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
261 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
262 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
263 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(Continued)
264 TABLE 3.2—FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS—(
265 FIGURE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST
266 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
267 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
268 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
269 TABLE 3.3—FLOOR/CEILING ASSEMBLIES—WOOD JOIST—(Continued)
270 FIGURE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
271 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
272 TABLE 3.4—FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE—(Continued)
273 SECTION IV—BEAMS
TABLE 4.1.1—REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
274 TABLE 4.1.1—REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″—(Continued)
275 TABLE 4.1.1—REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″—(Cont
276 TABLE 4.1.2—REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″
277 TABLE 4.1.2—REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″—(Continued)
278 TABLE 4.1.3—REINFORCED CONCRETE BEAMSDEPTH 14″ TO LESS THAN 16″
279 TABLE 4.2.1—REINFORCED CONCRETE BEAMS—UNPROTECTEDDEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2—STEEL BEAMS—CONCRETE PROTECTIONDEPTH 10″ TO LESS THAN 12″
280 SECTION V—DOORS
FIGURE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE
281 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—(Continued)
282 TABLE 5.1—RESISTANCE OF DOORS TO FIRE EXPOSURE—(Continue
283 BIBLIOGRAPHY
291 INDEX
NY ExistingBuildingCode 07 2007
$29.25