{"id":49131,"date":"2024-10-17T08:10:07","date_gmt":"2024-10-17T08:10:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-existingbuildingcode-07-2007\/"},"modified":"2024-10-24T16:26:42","modified_gmt":"2024-10-24T16:26:42","slug":"ny-existingbuildingcode-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-existingbuildingcode-07-2007\/","title":{"rendered":"NY ExistingBuildingCode 07 2007"},"content":{"rendered":"

Based on the 2003 International Existing Building Code<\/i>\u00ae, This code provides provisions for improving and upgrading existing buildings to conserve resources and history.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nEXISTING BUILDING CODE OF NEW YORK STATE 2007 <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT \u00a9 2007 <\/td>\n<\/tr>\n
3<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
9<\/td>\nCHAPTER 1 GENERAL REQUIREMENTS
SECTION 101 TITLE, SCOPE AND PURPOSE
SECTION 102 APPLICABILITY
SECTION 103 MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION <\/td>\n<\/tr>\n
10<\/td>\nSECTION 104 SERVICE UTILITIES
SECTION 105 ADMINISTRATION AND ENFORCEMENT <\/td>\n<\/tr>\n
11<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
13<\/td>\nCHAPTER 3 CLASSIFICATION OF WORK
SECTION 301 GENERAL
SECTION 302 REPAIRS
SECTION 303 ALTERATION\u2014LEVEL 1
SECTION 304 ALTERATION\u2014LEVEL 2
SECTION 305 ALTERATION\u2014LEVEL 3
SECTION 306 CHANGE OF OCCUPANCY
SECTION 307 ADDITIONS
SECTION 308 HISTORIC BUILDINGS
SECTION 309 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
16<\/td>\nTABLE 407.1.1.2 IBC SEISMIC USE GROUP EQUIVALENTS TO FEMA 356 AND ASCE 31 PERFORMANCE LEVELSa
SECTION 408 ELECTRICAL <\/td>\n<\/tr>\n
17<\/td>\nSECTION 409 MECHANICAL
[P] SECTION 410 PLUMBING <\/td>\n<\/tr>\n
19<\/td>\nCHAPTER 5 ALTERATIONS\u2014LEVEL 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 <\/td>\n<\/tr>\n
20<\/td>\nTABLE 506.1.4 RAMPS
SECTION 507 STRUCTURAL <\/td>\n<\/tr>\n
23<\/td>\nCHAPTER 6 ALTERATIONS\u2014LEVEL 2
SECTION 601 GENERAL
SECTION 602 SPECIAL USE AND OCCUPANCY
SECTION 603 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 604 FIRE PROTECTION <\/td>\n<\/tr>\n
27<\/td>\nSECTION 605 MEANS OF EGRESS <\/td>\n<\/tr>\n
28<\/td>\nTABLE 605.3.1.1(1) <\/td>\n<\/tr>\n
29<\/td>\nTABLE 605.3.1.1(2) <\/td>\n<\/tr>\n
32<\/td>\nSECTION 606 ACCESSIBILITY <\/td>\n<\/tr>\n
33<\/td>\nSECTION 607 STRUCTURAL
SECTION 608 ELECTRICAL <\/td>\n<\/tr>\n
34<\/td>\nSECTION 609 MECHANICAL
SECTION 610 PLUMBING <\/td>\n<\/tr>\n
35<\/td>\nCHAPTER 7 ALTERATIONS\u2014LEVEL 3
SECTION 701 GENERAL
SECTION 702 SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
36<\/td>\nSECTION 703 BUILDING ELEMENTS AND MATERIALS
SECTION 704 FIRE PROTECTION
SECTION 705 MEANS OF EGRESS
SECTION 706 ACCESSIBILITY
SECTION 707 STRUCTURAL <\/td>\n<\/tr>\n
39<\/td>\nCHAPTER 8 CHANGE OF OCCUPANCY
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY <\/td>\n<\/tr>\n
40<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
41<\/td>\nSECTION 808 ELECTRICAL <\/td>\n<\/tr>\n
42<\/td>\nSECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 OTHER REQUIREMENTS
SECTION 812 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
43<\/td>\nTABLE 812.4.1 HAZARD CATEGORIES AND CLASSIFICATIONS: LIFE SAFETY AND EXITS <\/td>\n<\/tr>\n
44<\/td>\nTABLE 812.4.2 HAZARD CATEGORIES AND CLASSIFICATIONS: HEIGHTS AND AREAS
TABLE 812.4.3 HAZARD CATEGORIES AND CLASSIFICATIONS: EXPOSURE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
47<\/td>\nCHAPTER 9 ADDITIONS
SECTION 901 GENERAL
SECTION 902 HEIGHTS AND AREAS
SECTION 903 STRUCTURAL <\/td>\n<\/tr>\n
48<\/td>\nSECTION 904 SMOKE ALARMS IN OCCUPANCY GROUPS R-3 AND R-4
SECTION 905 ACCESSIBILITY <\/td>\n<\/tr>\n
49<\/td>\nCHAPTER 10 HISTORIC BUILDINGS
SECTION 1001 GENERAL
SECTION 1002 REPAIRS
SECTION 1003 FIRE SAFETY <\/td>\n<\/tr>\n
50<\/td>\nSECTION 1004 ALTERATIONS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 1005 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
52<\/td>\nSECTION 1006 STRUCTURAL <\/td>\n<\/tr>\n
53<\/td>\nCHAPTER 11 RELOCATED OR MOVED BUILDINGS
SECTION 1101 GENERAL
SECTION 1102 REQUIREMENTS <\/td>\n<\/tr>\n
55<\/td>\nCHAPTER 12 COMPLIANCE ALTERNATIVES
SECTION 1201 GENERAL <\/td>\n<\/tr>\n
56<\/td>\n(EQUATION 12-1)
(EQUATION 12-2)
(EQUATION 12-3) <\/td>\n<\/tr>\n
57<\/td>\n(EQUATION 12-4)
TABLE 1201.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
58<\/td>\nTABLE 1201.6.4 SEPARATION VALUES
TABLE 1201.6.5 CORRIDOR WALL VALUES
(EQUATION 12-5) <\/td>\n<\/tr>\n
59<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
60<\/td>\nTABLE 1201.6.10 SMOKE CONTROL VALUES
TABLE 1201.6.11 MEANS OF EGRESS VALUES <\/td>\n<\/tr>\n
61<\/td>\nTABLE 1201.6.12 DEAD-END VALUES
(EQUATION 12-6)
TABLE 1201.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
62<\/td>\nTABLE 1201.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1201.6.16 MIXED OCCUPANCY VALUESa
TABLE 1201.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
63<\/td>\nTABLE 1201.6.18 STANDPIPE SYSTEM VALUES
TABLE 1201.6.19 INCIDENTAL USE AREA VALUESa <\/td>\n<\/tr>\n
64<\/td>\nTABLE 1201.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
65<\/td>\nTABLE 1201.8 MANDATORY SAFETY SCORESa
TABLE 1201.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
67<\/td>\nCHAPTER 13 CONSTRUCTION SAFEGUARDS
SECTION 1301 GENERAL
[B] TABLE 1301.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
68<\/td>\n[B] SECTION 1302 PROTECTION OF ADJOINING PROPERTY
[B] SECTION 1303 TEMPORARY USE OF STREETS, ALLEYS ANDPUBLIC PROPERTY
SECTION 1304 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
69<\/td>\n[B] SECTION 1305 EXITS
[F] SECTION 1306 STANDPIPE SYSTEMS
[F] SECTION 1307 AUTOMATIC SPRINKLER SYSTEM
SECTION 1308 ACCESSIBILITY <\/td>\n<\/tr>\n
71<\/td>\nCHAPTER 14 REFERENCED STANDARDS
ASCE
ASHRAE
ASME
DOJ <\/td>\n<\/tr>\n
72<\/td>\nDOTn
FEMA
ICC
NFPA <\/td>\n<\/tr>\n
75<\/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
76<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
77<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
78<\/td>\n(EQUATION A1-1)
(EQUATION A1-2)
(EQUATION A1-3) <\/td>\n<\/tr>\n
79<\/td>\nSECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS
(EQUATION A1-4)
(EQUATION A1-5) <\/td>\n<\/tr>\n
80<\/td>\n(EQUATION A1-6)
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
(EQUATION A1-7)
SECTION A111 SPECIAL PROCEDURE <\/td>\n<\/tr>\n
81<\/td>\n(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) <\/td>\n<\/tr>\n
82<\/td>\n(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) <\/td>\n<\/tr>\n
83<\/td>\nSECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
84<\/td>\nSECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY
TABLE A1-A\u2014ELEMENTS REGULATED BY THIS CHAPTER <\/td>\n<\/tr>\n
85<\/td>\nTABLE A1-B\u2014ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
TABLE A1-C\u2014HORIZONTAL FORCE FACTOR, Cp
TABLE A1-D\u2014STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
86<\/td>\nTABLE A1-E\u2014STRENGTH VALUES OF NEW MATERIALS USEDIN CONJUNCTION WITH EXISTING CONSTRUCTION
TABLE A1-F\u2014MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
TABLE A1-G\u2014MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS <\/td>\n<\/tr>\n
87<\/td>\nFIGURE A1-1ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
88<\/td>\nFIGURE A1-2ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
89<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
91<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
93<\/td>\nCHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENINGOF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT,WOOD-FRAME RESIDENTIAL BUILDINGS
SECTION A301 GENERAL
SECTION A302 DEFINITIONS <\/td>\n<\/tr>\n
94<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
97<\/td>\nTABLE A3-A\u2014SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
TABLE A3\u2013B\u2014SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE1,2
TABLE A3\u2013C\u2014RESERVED <\/td>\n<\/tr>\n
98<\/td>\nFIGURE A3-1\u2014NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
99<\/td>\nFIGURE A3-2\u2014NEW HOLLOW-MASONRY UNIT FOUNDATION WALL <\/td>\n<\/tr>\n
100<\/td>\nFIGURE A3-3\u2014SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
101<\/td>\nFIGURE A3-4A\u2014SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
102<\/td>\nFIGURE A3-4B\u2014SILL PLATE BOLTING TO EXISTING FOUNDATION WITHOUT CRIPPLE WALLAND FRAMING PARALLEL TO THE FOUNDATION WALL
FIGURE A3-4C\u2014SILL PLATE BOLTING IN EXISTING FOUNDATION\u2014ALTERNATE <\/td>\n<\/tr>\n
103<\/td>\nFIGURE A3-5\u2014CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
104<\/td>\nFIGURE A3-6\u2014CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANELON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
105<\/td>\nFIGURE A3-7\u2014PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
106<\/td>\nFIGURE A3-8\u2014ALTERNATE BLOCKING WHERE RIM JOIST ORBLOCKING HAS BEEN OMITTED <\/td>\n<\/tr>\n
107<\/td>\nFIGURE A3-9\u2014CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL <\/td>\n<\/tr>\n
108<\/td>\nFIGURE A3-10\u2014CONNECTION OF CRIPPLE WALL TO FLOOR SHEATHINGWHEN FLOOR FRAMING IS PARALLEL TO WALL <\/td>\n<\/tr>\n
109<\/td>\nCHAPTER A4 EARTHQUAKE HAZARD REDUCTIONIN EXISTING WOOD-FRAME RESIDENTIAL BUILDINGSWITH SOFT, WEAK OR OPEN-FRONT WALLS
SECTION A401 GENERAL
SECTION A402 DEFINITIONS <\/td>\n<\/tr>\n
110<\/td>\nSECTION A403 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
112<\/td>\nSECTION A404 GENERAL REQUIREMENTSFOR PHASED CONSTRUCTION
SECTION A405 PRESCRIPTIVE MEASURESFOR WEAK STORY <\/td>\n<\/tr>\n
113<\/td>\nSECTION A406 MATERIALS OF CONSTRUCTION
SECTION A407 REQUIRED INFORMATION ON PLANS <\/td>\n<\/tr>\n
114<\/td>\nSECTION A408 QUALITY CONTROL <\/td>\n<\/tr>\n
115<\/td>\nTABLE A4-A\u2014BUILDING SYSTEM
TABLE A4-B\u2014LATERAL-FORCE-RESISTING SYSTEM1 <\/td>\n<\/tr>\n
116<\/td>\nTABLE A4-C\u2014CONNECTIONS1
TABLE A4-D\u2014DIAPHRAGMS1
TABLE A4-E\u2014ALLOWABLE VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
117<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
118<\/td>\nSECTION A505 GENERAL REQUIREMENTS
TABLE A505.1\u2014ASSUMED COMPRESSIVE STRENGTH OF STRUCTURAL CONCRETE <\/td>\n<\/tr>\n
119<\/td>\nTABLE A505.2\u2014ASSUMED YIELD STRESS OF EXISTING REINFORCEMENT (psi)
SECTION A506 SITE GROUND MOTION
SECTION A507 TIER 1 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
120<\/td>\n(EQUATION A5-1)
(EQUATION A5-2)
(EQUATION A5-3) <\/td>\n<\/tr>\n
121<\/td>\nTABLE A508.1\u2014COMPONENT STIFFNESS
SECTION A508 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
122<\/td>\n(EQUATION A5-4)
SECTION A509 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
123<\/td>\n(EQUATION A5-5)
(EQUATION A5-6)
(EQUATION A5-7) <\/td>\n<\/tr>\n
124<\/td>\n(EQUATION A5-8)
(EQUATION A5-9)
(EQUATION A5-10)
(EQUATION A5-11) <\/td>\n<\/tr>\n
125<\/td>\n(EQUATION A5-12)
(EQUATION A5-13)
(EQUATION A5-14) <\/td>\n<\/tr>\n
126<\/td>\nTABLE A509.4.2\u2014VALUES OF MODIFICATION FACTOR, C0 <\/td>\n<\/tr>\n
127<\/td>\nSECTION A510 DETERMINATION OF THE STRESS-STRAIN RELATIONSHIP OF EXISTING UNREINFORCED MASONRY <\/td>\n<\/tr>\n
129<\/td>\nTABLE A5-A\u2014BASIC STRUCTURAL CHECKLIST <\/td>\n<\/tr>\n
130<\/td>\nTABLE A5-A\u2014BASIC STRUCTURAL CHECKLIST\u2014(Continued) <\/td>\n<\/tr>\n
131<\/td>\nTABLE A5-B\u2014SUPPLEMENTAL STRUCTURAL CHECKLIST <\/td>\n<\/tr>\n
132<\/td>\nTABLE A5-B\u2014SUPPLEMENTAL STRUCTURAL CHECKLIST\u2014(Continued) <\/td>\n<\/tr>\n
133<\/td>\nTABLE A5-C\u2014GEOLOGIC SITE HAZARD AND FOUNDATION CHECKLIST <\/td>\n<\/tr>\n
135<\/td>\nAPPENDIX A REFERENCED STANDARDS
ASTM
DOC
FEMA
ICC <\/td>\n<\/tr>\n
137<\/td>\nAPPENDIX B RESERVED <\/td>\n<\/tr>\n
139<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION <\/td>\n<\/tr>\n
140<\/td>\nPURPOSE
1 FIRE-RELATED PERFORMANCE OF ARCHAICMATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
141<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET
2.2 FIRE RESISTANCE OF EXISTINGBUILDING ELEMENTS <\/td>\n<\/tr>\n
146<\/td>\n2.3 EFFECTS OF PENETRATIONS IN FIRERESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION
3.1 THE EXPERIMENTAL APPROACH <\/td>\n<\/tr>\n
147<\/td>\n3.2 THE THEORETICAL APPROACH <\/td>\n<\/tr>\n
149<\/td>\nDIAGRAMMATIC ILLUSTRATION OF TEN RULES <\/td>\n<\/tr>\n
150<\/td>\n3.3 \u201cTHICKNESS DESIGN\u201d\u009d STRATEGY <\/td>\n<\/tr>\n
151<\/td>\n3.4 EVALUATION OF DOORS
4 SUMMARY <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
155<\/td>\nAPPENDIX
INTRODUCTION
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
157<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
158<\/td>\nSECTION I – WALLS
FIGURE 1.1.1\u2014WALLS\u2014MASONRY0″ TO LESS THAN 4″ THICK
TABLE 1.1.1\u2014MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
159<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
160<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
161<\/td>\nTABLE 1.1.1\u2014MASONRY WALLS 0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
162<\/td>\nFIGURE 1.1.2\u2014WALLS\u2014MASONRY 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
163<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
164<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
165<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
166<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
167<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
168<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
169<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
170<\/td>\nTABLE 1.1.2\u2014MASONRY WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 1.1.3\u2014WALLS\u2014MASONRY 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
172<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
173<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
174<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
175<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
176<\/td>\nTABLE 1.1.3\u2014MASONRY WALLS 6″ TO LESS THAN 8″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 1.1.4\u2014WALLS\u2014MASONRY 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
178<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
179<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
180<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
181<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
182<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS 8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
183<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
184<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
185<\/td>\nTABLE 1.1.4\u2014MASONRY WALLS8″ TO LESS THAN 10″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
186<\/td>\nFIGURE 1.1.5\u2014WALLS\u2014MASONRY 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5\u2014WALLS\u2014MAS <\/td>\n<\/tr>\n
187<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10″ TO LESS THAN 12″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
188<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10″ TO LESS THAN 12″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
189<\/td>\nTABLE 1.1.5\u2014MASONRY WALLS 10″ TO LESS THAN 12″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
190<\/td>\nFIGURE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
192<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.6\u2014WALLS\u2014MASONRY 12″ TO LESS THAN 14″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 1.1.7\u2014WALLS\u2014MASONRY 14″ OR MORE TH
TABLE 1.1.7\u2014WALLS\u2014MASONRY 14″ OR MORE THICK <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.1.7\u2014WALLS\u2014MASONRY 14″ OR MORE THICK\u2014(Continued) <\/td>\n<\/tr>\n
199<\/td>\nTABLE 1.1.7\u2014MASONRY WALLS 14″ OR MORE THICK\u2014(Continued) <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 1.2.1\u2014WALLS\u2014METAL FRAME0″ TO LESS THAN 4″ THICK
TABLE 1.2.1\u2014WALLS\u2014METAL FRAME0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.2.1\u2014WALLS\u2014METAL FRAME0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.2.1\u2014WALLS\u2014METAL FRAME0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.2.1\u2014WALLS\u2014METAL FRAME0″ TO LESS THAN 4″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 1.2.2\u2014WALLS\u2014METAL FRAME 4″ TO LESS THAN 6″ THICK
TABLE 1.2.2\u2014WALLS\u2014METAL FRAME 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.2.2\u2014WALLS\u2014METAL FRAME 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.2.3\u2014WALLS\u2014METAL FRAME 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.2.4\u2014WALLS\u2014METAL FRAME 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.3.1\u2014WOOD FRAME WALLS0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
209<\/td>\nFIGURE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
210<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
212<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
216<\/td>\nTABLE 1.3.2\u2014WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK\u2014(Continued) <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1.3.3\u2014WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.4.1\u2014WALLS\u2014MISCELLANEOUS MATERIALS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.4.2\u2014WALLS\u2014MISCELLANEOUS MATERIALS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1.5.1\u2014FINISH RATINGS\u2014INORGANIC MATERIALS\u2014(Continued)
TABLE 1.5.2\u2014FINISH RATINGS\u2014ORGANIC MATERIAL <\/td>\n<\/tr>\n
221<\/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
222<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
223<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
224<\/td>\nTABLE 2.1.2\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
225<\/td>\nTABLE 2.1.3\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2.1.4\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
227<\/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
228<\/td>\nTABLE 2.1.5\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″\u2014(Continued) <\/td>\n<\/tr>\n
229<\/td>\nTABLE 2.1.6\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
230<\/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
231<\/td>\nTABLE 2.1.7\u2014REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″\u2014(Continued)
TABLE 2.1.8\u2014HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
232<\/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
233<\/td>\nTABLE 2.2\u2014ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
235<\/td>\nTABLE 2.3\u2014STEEL COLUMNS\u2014GYPSUM ENCASEMENTS\u2014(Continued)
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
236<\/td>\nTABLE 2.5.1.2\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
237<\/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
238<\/td>\nTABLE 2.5.1.3\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM DIMENSION 8″ TO LESS THAN 10″\u2014(Continued) <\/td>\n<\/tr>\n
239<\/td>\nFIGURE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTSMINIMUM 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
240<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Contin <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
242<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
243<\/td>\nTABLE 2.5.1.4\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
244<\/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 1 <\/td>\n<\/tr>\n
245<\/td>\nTABLE 2.5.1.5\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″\u2014(Continued) <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN
TABLE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
247<\/td>\nTABLE 2.5.1.6\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″\u2014(Continued)
TABLE 2.5.1.7\u2014STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
248<\/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 1 <\/td>\n<\/tr>\n
249<\/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
250<\/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
251<\/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
252<\/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
253<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
254<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
255<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
256<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
257<\/td>\nTABLE 3.1\u2014FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
259<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014(Continued) <\/td>\n<\/tr>\n
260<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014(Continued) <\/td>\n<\/tr>\n
261<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014(Continued) <\/td>\n<\/tr>\n
262<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014(Continued) <\/td>\n<\/tr>\n
263<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014(Continued) <\/td>\n<\/tr>\n
264<\/td>\nTABLE 3.2\u2014FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS\u2014( <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
266<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014(Continued) <\/td>\n<\/tr>\n
267<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014(Continued) <\/td>\n<\/tr>\n
268<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014(Continued) <\/td>\n<\/tr>\n
269<\/td>\nTABLE 3.3\u2014FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST\u2014(Continued) <\/td>\n<\/tr>\n
270<\/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
271<\/td>\nTABLE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
272<\/td>\nTABLE 3.4\u2014FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE\u2014(Continued) <\/td>\n<\/tr>\n
273<\/td>\nSECTION IV\u2014BEAMS
TABLE 4.1.1\u2014REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
274<\/td>\nTABLE 4.1.1\u2014REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″\u2014(Continued) <\/td>\n<\/tr>\n
275<\/td>\nTABLE 4.1.1\u2014REINFORCED CONCRETE BEAMSDEPTH 10″ TO LESS THAN 12″\u2014(Cont <\/td>\n<\/tr>\n
276<\/td>\nTABLE 4.1.2\u2014REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
277<\/td>\nTABLE 4.1.2\u2014REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″\u2014(Continued) <\/td>\n<\/tr>\n
278<\/td>\nTABLE 4.1.3\u2014REINFORCED CONCRETE BEAMSDEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
279<\/td>\nTABLE 4.2.1\u2014REINFORCED CONCRETE BEAMS\u2014UNPROTECTEDDEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2\u2014STEEL BEAMS\u2014CONCRETE PROTECTIONDEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
280<\/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
281<\/td>\nTABLE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE\u2014(Continued) <\/td>\n<\/tr>\n
282<\/td>\nTABLE 5.1\u2014RESISTANCE OF DOORS TO FIRE EXPOSURE\u2014(Continue <\/td>\n<\/tr>\n
283<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
291<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Existing Building Code of New York State<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
NY<\/b><\/a><\/td>\n2007<\/td>\n294<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":49132,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2744],"product_tag":[],"class_list":{"0":"post-49131","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ny","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\/49131","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\/49132"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=49131"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=49131"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=49131"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}