Name: NY BuildingCode 10 PDF - PDF Standards Store
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A fully integrated custom code based on the 2006 International Building Code® (IBC®). The scope of this code covers all buildings except three-story one- and two-family dwellings and townhomes.

Features:

Time-tested safety concepts
Structural and fire and life safety provisions covering means of egress
Interior finish requirements
Comprehensive roof provisions
Seismic engineering provisions
Innovative construction technology
Occupancy classifications
Latest industry standards in material design

PDF Catalog

PDF Pages	PDF Title
1	2010 STATE OF NEW YORK BUILDING CODE
2	COPYRIGHT
3	ACKNOWLEDGEMENTS STATE FIRE PREVENTION AND BUILDING CODE COUNCIL DEPARTMENT OF STATE BUILDING CODE TECHNICAL SUBCOMMITTEE
4	CONTENT MARGINAL MARKINGS LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS
5	TABLE OF CONTENTS
11	CHAPTER 1 – GENERAL REQUIREMENTS SECTION 101 – TITLE, SCOPE AND PURPOSE SECTION 102 – APPLICABILITY
12	SECTION 103 – MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION
13	SECTION 104 – SERVICE UTILITIES SECTION 105 – TEMPORARY STRUCTURES SECTION 106 – MODULAR BUILDINGS SECTION 107 – ADMINISTRATION AND ENFORCEMENT
15	CHAPTER 2 – DEFINITIONS SECTION 201 – GENERAL SECTION 202 – DEFINITIONS
27	CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION SECTION 301 – GENERAL SECTION 302 – CLASSIFICATION SECTION 303 – ASSEMBLY GROUP A
28	SECTION 304 – BUSINESS GROUP B SECTION 305 – EDUCATIONAL GROUP E SECTION 306 – FACTORY GROUP F
29	SECTION 307 – HIGH-HAZARD GROUP H
31	TABLE 307.1(1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
32	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
33	TABLE 307.1(2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
37	SECTION 308 – INSTITUTIONAL GROUP I
38	SECTION 309 – MERCANTILE GROUP M
39	SECTION 310 – RESIDENTIAL GROUP R SECTION 311 – STORAGE GROUP S
40	SECTION 312 – UTILITY AND MISCELLANEOUS GROUP U
41	CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 – SCOPE SECTION 402 – COVERED MALL BUILDINGS EQUATION 4-1
44	SECTION 403 – HIGH-RISE BUILDINGS
45	SECTION 404 – ATRIUMS
46	SECTION 405 – UNDERGROUND BUILDINGS
47	SECTION 406 – MOTOR-VEHICLE-RELATED OCCUPANCIES
49	TABLE 406.3.5 – OPEN PARKING GARAGES AREA AND HEIGHT
51	SECTION 407 – GROUP I-2
52	SECTION 408 – GROUP I-3
54	SECTION 409 – MOTION PICTURE PROJECTION ROOMS SECTION 410 – STAGES AND PLATFORMS
56	SECTION 411 – SPECIAL AMUSEMENT BUILDINGS
57	SECTION 412 – AIRCRAFT-RELATED OCCUPANCIES TABLE 412.1.2 – HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
59	SECTION 413 – COMBUSTIBLE STORAGE SECTION 414 – HAZARDOUS MATERIALS TABLE 414.2.2 – DESIGN AND NUMBER OF CONTROL AREAS
60	TABLE 414.2.5(1) – MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
61	TABLE 414.2.5(2) – MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
62	TABLE 414.5.1 – EXPLOSION CONTROL REQUIREMENTS
63	SECTION 415 – GROUPS H-1‚ H-2‚ H-3‚ H-4 AND H-5
65	TABLE 415.3.1 – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
66	TABLE 415.3.1—CONTINUED MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
67	TABLE 415.3.2 – REQUIRED DETACHED STORAGE
71	TABLE 415.8.2.1.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
75	SECTION 416 – APPLICATION OF FLAMMABLE FINISHES
76	SECTION 417 – DRYING ROOMS SECTION 418 – ORGANIC COATINGS SECTION 419 – GROUP I-1‚ R-1‚ R-2‚ R-3 SECTION 420 – HYDROGEN CUTOFF ROOMS
79	CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 – GENERAL SECTION 502 – DEFINITIONS SECTION 503 – GENERAL HEIGHT AND AREA LIMITATIONS
80	TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASa Height limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of ‘Area, building,’ per story
81	SECTION 504 – HEIGHT SECTION 505 – MEZZANINES
82	SECTION 506 – AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2
83	SECTION 507 – UNLIMITED AREA BUILDINGS
84	SECTION 508 – MIXED USE AND OCCUPANCY
85	TABLE 508.2 – INCIDENTAL USE AREAS
86	TABLE 508.3.3 – REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 509 – SPECIAL PROVISIONS
89	CHAPTER 6 – TYPES OF CONSTRUCTION SECTION 601 – GENERAL SECTION 602 – CONSTRUCTION CLASSIFICATION
90	TABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) TABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE TABLE 602.4 – WOOD MEMBER SIZE
91	SECTION 603 – COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
93	CHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 – GENERAL SECTION 702 – DEFINITIONS
94	SECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS
95	SECTION 704 – EXTERIOR WALLS
96	EQUATION 7-1 FIGURE 704.7 – EQUIVALENT OPENING FACTOR EQUATION 7-2
97	TABLE 704.8 – MAXIMUM AREA OF EXTERIOR WALL OPENINGS
98	SECTION 705 – FIRE WALLS TABLE 705.4 – FIRE WALL FIRE-RESISTANCE RATINGS
100	SECTION 706 – FIRE BARRIERS TABLE 706.3.9 – FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS
101	SECTION 707 – SHAFT ENCLOSURES
104	SECTION 708 – FIRE PARTITIONS
105	SECTION 709 – SMOKE BARRIERS SECTION 710 – SMOKE PARTITIONS SECTION 711 – HORIZONTAL ASSEMBLIES
106	SECTION 712 – PENETRATIONS
108	SECTION 713 – FIRE-RESISTANT JOINT SYSTEMS
109	SECTION 714 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
110	SECTION 715 – OPENING PROTECTIVES TABLE 715.4 – FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
113	TABLE 715.5 – FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.3 – LIMITING SIZES OF WIRED GLASS PANELS
114	SECTION 716 – DUCTS AND AIR TRANSFER OPENINGS TABLE 716.3.1 – FIRE DAMPER RATING
117	SECTION 717 – CONCEALED SPACES
119	SECTION 718 – FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 719 – THERMAL- AND SOUND-INSULATING MATERIALS
121	TABLE 720.1(1) – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
122	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
123	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
124	TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
125	TABLE 720.1(2) – RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
126	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
127	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
128	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
129	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
130	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
131	TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
132	TABLE 720.1(3) – MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
133	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
134	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
135	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
136	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
137	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
138	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
139	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
140	TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
141	SECTION 720 – PRESCRIPTIVE FIRE RESISTANCE SECTION 721 – CALCULATED FIRE RESISTANCE
142	TABLE 721.2.1.1 – MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOADBEARING EQUATION 7-3 FIGURE 721.2.1.2 – FIRE-RESISTANCE RATINGS OF TWO WYTHE CONCRETE WALLS TABLE 721.2.1.2(2) – FIRE-RESISTANCE RATINGS BASED ON R
143	EQUATION 7-4 TABLE 721.2.1.2(1) – VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 FIGURE 721.2.1.3.1 – CERAMIC FIBER JOINT PROTECTION
144	TABLE 721.2.1.4(1) – MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) – TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
145	TABLE 721.2.2.1 – MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.2 – DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 721.2.2.1.3 – SLABS WITH RIBBED OR UNDULATING SOFFITS
146	FIGURE 721.2.2.2 – FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 721.2.2.3(1) – FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 721.2.2.3(2) – FIRE-RESISTANCE RATINGS FOR CONCRETE
147	TABLE 721.2.3(1) – COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(2) – COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 721.2.3(3) – MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OFSTRUCTURAL CONCRETE)
148	TABLE 721.2.3(4) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 721.2.3(5) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.2.4 – MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
149	EQUATION 7-6 TABLE 721.3.2 – MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
150	EQUATION 7-7 TABLE 721.3.4 – MINIMUM COVER OF LONGITUDINAL REINFORCEMENT INFIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 – MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS(inches) EQUATION 7-8 TABLE 721.4.1(1) – FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
151	TABLE 721.4.1(2) – FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 721.4.1(3) – VALUES OF Rn0.59 TABLE 721.4.1(4) – COEFFICIENTS FOR PLASTER, pl a TABLE 721.4.1(5) – REINFORCED MASONRY LINTELS TABLE 721.4.1(6) – REINFORCED CLAY MASONRY COLUMNS EQUATION 7-9
152	EQUATION 7-10 EQUATION 7-11 FIGURE 721.5.1(1) – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
153	TABLE 721.5.1(1) – W/D RATIOS FOR STEEL COLUMNS
154	TABLE 721.5.1(2) – PROPERTIES OF CONCRETE TABLE 721.5.1(3) – THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
155	TABLE 721.5.1(4) – WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
156	TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
157	TABLE 721.5.1(5) – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
158	TABLE 721.5.1(5)—continuedFIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
159	TABLE 721.5.1(6) – FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
160	TABLE 721.5.1(6)—continued FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS TABLE 721.5.1(7) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INSTRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE721.5.1(6)(c)]
161	TABLE 721.5.1(9) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE721.5.1(6)(a
162	EQUATION 7-12 EQUATION 7-13 FIGURE 721.5.1(2) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
163	FIGURE 721.5.1(3) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 721.5.1(4) – FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 721.5.1(5) – WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY APPLIED FIRE-RESISTANT MATERIALS
164	EQUATION 7-14 FIGURE 721.5.1(6) – CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-15
165	EQUATION 7-16 FIGURE 721.5.1(7) – CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 721.5.2 – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
166	EQUATION 7-17 TABLE 721.6.2(1) – TIME ASSIGNED TO WALLBOARD MEMBRANES
167	TABLE 721.6.2(2) – TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 721.6.2(3) – MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 721.6.2(4) – FLOORING OR ROOFING OVER WOOD FRAMING TABLE 721.6.2(5) – TIME ASSIGNED FOR ADDITIONAL PROTECT
168	EQUATION 7-18 EQUATION 7-19 FIGURE 721.6.3(1) – LOAD FIGURE FIGURE 721.6.3(2) – EFFECTIVE LENGTH FACTORS EQUATION 7-20 EQUATION 7-21
169	CHAPTER 8 – INTERIOR FINISHES SECTION 801 – GENERAL SECTION 802 – DEFINITIONS SECTION 803 – WALL AND CEILING FINISHES
171	TABLE 803.5 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY SECTION 804 – INTERIOR FLOOR FINISH
172	SECTION 805 – COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION SECTION 806 – DECORATIVE MATERIALS AND TRIM
175	CHAPTER 9 – FIRE PROTECTION SYSTEMS SECTION 901 – GENERAL SECTION 902 – DEFINITIONS
178	SECTION 903 – AUTOMATIC SPRINKLER SYSTEMS
179	TABLE 903.2.4.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA
180	TABLE 903.2.13 – ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
182	SECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
184	SECTION 905 – STANDPIPE SYSTEMS
186	SECTION 906 – PORTABLE FIRE EXTINGUISHERS SECTION 907 – FIRE ALARM AND DETECTION SYSTEMS
193	TABLE 907.9.1.3 VISIBLE AND AUDIBLE ALARMS
194	SECTION 908 – EMERGENCY ALARM SYSTEMS
195	SECTION 909 – SMOKE CONTROL SYSTEMS
197	EQUATION 9-1 EQUATION 9-2 EQUATION 9-3
202	SECTION 910 – SMOKE AND HEAT VENTS
203	TABLE 910.3 – REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS EQUATION 9-4 SECTION 911 – FIRE COMMAND CENTER
204	SECTION 912 – FIRE DEPARTMENT CONNECTIONS
205	CHAPTER 10 – MEANS OF EGRESS SECTION 1001 – ADMINISTRATION SECTION 1002 – DEFINITIONS
206	SECTION 1003 – GENERAL MEANS OF EGRESS
207	SECTION 1004 – OCCUPANT LOAD
208	TABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
209	TABLE 1005.1 – EGRESS WIDTH PER OCCUPANT SERVED SECTION 1005 – EGRESS WIDTH SECTION 1006 – MEANS OF EGRESS ILLUMINATION
210	SECTION 1007 – ACCESSIBLE MEANS OF EGRESS
211	SECTION 1008 – DOORS‚ GATES AND TURNSTILES
212	TABLE 1008.1.3.1 – REVOLVING DOOR SPEEDS
216	SECTION 1009 – STAIRWAYS
219	SECTION 1010 – RAMPS
220	SECTION 1011 – EXIT SIGNS
221	SECTION 1012 – HANDRAILS SECTION 1013 – GUARDS
222	SECTION 1014 – EXIT ACCESS
224	SECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 – SPACES WITH ONE MEANS OF EGRESS
225	SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE
226	TABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCE SECTION 1017 – CORRIDORS TABLE 1017.1 – CORRIDOR FIRE-RESISTANCE RATING
227	SECTION 1018 – EXITS SECTION 1019 – NUMBER OF EXITS AND CONTINUITY TABLE 1019.1 – MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
228	TABLE 1019.2 – BUILDINGS WITH ONE EXIT SECTION 1020 – VERTICAL EXIT ENCLOSURES
230	SECTION 1021 – EXIT PASSAGEWAYS SECTION 1022 – HORIZONTAL EXITS
231	SECTION 1023 – EXTERIOR EXIT RAMPS AND STAIRWAYS SECTION 1024 – EXIT DISCHARGE
232	SECTION 1025 – ASSEMBLY
234	TABLE 1025.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
235	TABLE 1025.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
237	SECTION 1026 – EMERGENCY ESCAPE AND RESCUE
239	CHAPTER 11 – ACCESSIBILITY SECTION 1101 – GENERAL SECTION 1102 – DEFINITIONS SECTION 1103 – SCOPING REQUIREMENTS
240	SECTION 1104 – ACCESSIBLE ROUTE
241	SECTION 1105 – ACCESSIBLE ENTRANCES
242	SECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.1 – ACCESSIBLE PARKING SPACES
243	SECTION 1107 – DWELLING UNITS AND SLEEPING UNITS
244	TABLE 1107.6.1.1 – ACCESSIBLE DWELLING AND SLEEPING UNITS
246	SECTION 1108 – SPECIAL OCCUPANCIES TABLE 1108.2.2.1 – ACCESSIBLE WHEELCHAIR SPACES
247	TABLE 1108.2.6.1 – RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1108.3 – ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
248	SECTION 1109 – OTHER FEATURES AND FACILITIES
250	TABLE 1109.12.2 – ACCESSIBLE CHECK-OUT AISLES
251	SECTION 1110 – SIGNAGE
253	CHAPTER 12 – INTERIOR ENVIRONMENT SECTION 1201 – GENERAL SECTION 1202 – DEFINITIONS SECTION 1203 – VENTILATION
254	SECTION 1204 – TEMPERATURE CONTROL SECTION 1205 – LIGHTING
255	SECTION 1206 – YARDS OR COURTS SECTION 1207 – SOUND TRANSMISSION SECTION 1208 – INTERIOR SPACE DIMENSIONS
256	SECTION 1209 – ACCESS TO UNOCCUPIED SPACES SECTION 1210 – SURROUNDING MATERIALS
257	CHAPTER 13 – ENERGY EFFICIENCY SECTION 1301 – GENERAL
259	CHAPTER 14 – EXTERIOR WALLS SECTION 1401 – GENERAL SECTION 1402 – DEFINITIONS SECTION 1403 – PERFORMANCE REQUIREMENTS
260	TABLE 1403.3.1 – CLASS III VAPOR RETARDERS SECTION 1404 – MATERIALS
261	SECTION 1405 – INSTALLATION OF WALL COVERINGS TABLE 1405.2 – MINIMUM THICKNESS OF WEATHER COVERINGS
264	SECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
265	TABLE 1406.2.1.2 – MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS SECTION 1407 – METAL COMPOSITE MATERIALS
267	CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 – GENERAL SECTION 1502 – DEFINITIONS SECTION 1503 – WEATHER PROTECTION
268	SECTION 1504 – PERFORMANCE REQUIREMENTS TABLE 1504.2.1 – ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD
269	TABLE 1504.8 – MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 – FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 – MATERIALS
270	SECTION 1507 – REQUIREMENTS FOR ROOF COVERINGS
271	TABLE 1507.2.9.2 – VALLEY LINING MATERIAL
272	TABLE 1507.3.7 – CLAY AND CONCRETE TILE ATTACHMENT
273	TABLE 1507.4.3(1) – METAL ROOF COVERINGS TABLE 1507.4.3(2) – MINIMUM CORROSION RESISTANCE
274	TABLE 1507.7.5 – SLATE SHINGLE HEADLAP
276	TABLE 1507.8 – WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.4 – WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.6 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
277	TABLE 1507.9.5 – WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.7 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.10.2 – BUILT-UP ROOFING MATERIAL STANDARDS
278	SECTION 1508 – ROOF INSULATION TABLE 1508.2 – MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 – ROOFTOP STRUCTURES
279	SECTION 1510 – REROOFING
281	CHAPTER 16 – STRUCTURAL DESIGN SECTION 1601 – GENERAL SECTION 1602 – DEFINITIONS AND NOTATIONS
282	SECTION 1603 – CONSTRUCTION DOCUMENTS
283	SECTION 1604 – GENERAL DESIGN REQUIREMENTS
284	TABLE 1604.3 – DEFLECTION LIMITS
285	TABLE 1604.5 – OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES
286	SECTION 1605 – LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21
287	EQUATION 16-22 EQUATION 16-23 SECTION 1606 – DEAD LOADS SECTION 1607 – LIVE LOADS
288	TABLE 1607.6 – UNIFORM AND CONCENTRATED LOADS TABLE 1607.1 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
289	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS
290	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS EQUATION 16-24
291	TABLE 1607.9.1 – LIVE LOAD ELEMENT FACTOR EQUATION 16-25 EQUATION 16-26 EQUATION 16-27
292	EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 EQUATION 16-33 SECTION 1608 – SNOW LOADS
293	SECTION 1609 – WIND LOADS FIGURE 1608.2 – GROUND SNOW LOADS, pg, FOR NEW YORK STATE (psf) GROUND SNOW LOADS AT ELEVATIONS ABOVE 1000 FEET SHALL BE INCREASED BY 2 PSF FOR EVERY 100 FEET ABOVE ELEVATION 1000 FEET
294	TABLE 1609.1.2 – WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
295	EQUATION 16-34 TABLE 1609.3.1 – EQUIVALENT BASIC WIND SPEEDS FIGURE 1609 – BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE
296	EQUATION 16-35
297	SECTION 1610 – SOIL LATERAL LOADS TABLE 1610.1 – SOIL LATERAL LOAD SECTION 1611 – RAIN LOADS EQUATION 16-36
298	SECTION 1612 – FLOOD LOADS
299	SECTION 1613 – EARTHQUAKE LOADS
300	FIGURE 1613.5(1) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NEW YORK STATE OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B FIGURE 1613.5(2) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NEW YORK STATE OF 1 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
301	TABLE 1613.5.2 – SITE CLASS DEFINITIONS EQUATION 16-37 EQUATION 16-38
302	TABLE 1613.5.3(1) – VALUES OF SITE COEFFICIENT TABLE 1613.5.3(2) – VALUES OF SITE COEFFICIENT EQUATION 16-39 EQUATION 16-40 EQUATION 16-41 EQUATION 16-42 EQUATION 16-43
303	EQUATION 16-44 TABLE 1613.5.5 – SITE CLASSIFICATION TABLE 1613.5.6(1) – SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS TABLE 1613.5.6(2) – SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
305	CHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 – GENERAL SECTION 1702 – DEFINITIONS
306	SECTION 1703 – APPROVALS SECTION 1704 – SPECIAL INSPECTIONS
308	TABLE 1704.1 – MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS
309	TABLE 1704.3 – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
311	TABLE 1704.4 – REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
312	TABLE 1704.5.1 – LEVEL 1 SPECIAL INSPECTION
313	TABLE 1704.5.3 – LEVEL 2 SPECIAL INSPECTION TABLE 1704.7 – REQUIRED VERIFICATION AND INSPECTION OF SOILS
314	TABLE 1704.8 – REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS TABLE 1704.9 – REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS
315	SECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS
316	SECTION 1706 – CONTRACTOR RESPONSIBILITY
317	SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE
318	SECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE TABLE 1708.1.2 – LEVEL 1 QUALITY ASSURANCE TABLE 1708.1.4 – LEVEL 2 QUALITY ASSURANCE
319	SECTION 1709 – STRUCTURAL OBSERVATIONS SECTION 1710 – DESIGN STRENGTHS OF MATERIALS SECTION 1711 – ALTERNATIVE TEST PROCEDURE SECTION 1712 – TEST SAFE LOAD SECTION 1713 – IN-SITU LOAD TESTS
320	SECTION 1714 – PRECONSTRUCTION LOAD TESTS
321	SECTION 1715 – MATERIAL AND TEST STANDARDS
323	CHAPTER 18 – SOILS AND FOUNDATIONS SECTION 1801 – GENERAL SECTION 1802 – FOUNDATION AND SOILS INVESTIGATIONS
324	SECTION 1803 – EXCAVATION‚ GRADING AND FILL
325	SECTION 1804 – ALLOWABLE LOAD-BEARING VALUES OF SOILS
326	TABLE 1804.2 – ALLOWABLE FOUNDATION AND LATERAL PRESSURE SECTION 1805 – FOOTINGS AND FOUNDATIONS
327	FIGURE 1805.3.1 – FOUNDATION CLEARANCES FROM SLOPES
328	TABLE 1805.4.2 – FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
329	TABLE 1805.5(1) – PLAIN MASONRY FOUNDATION WALLS
330	TABLE 1805.5(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE
331	TABLE 1805.5(3) – 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE
332	TABLE 1805.5(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE
333	TABLE 1805.5(5) – CONCRETE FOUNDATION WALLS
335	EQUATION 18-1 EQUATION 18-2 EQUATION 18-3
336	SECTION 1806 – RETAINING WALLS SECTION 1807 – DAMPPROOFING AND WATERPROOFING
338	SECTION 1808 – PIER AND PILE FOUNDATIONS
343	SECTION 1809 – DRIVEN PILE FOUNDATIONS
344	EQUATION 18-4 EQUATION 18-5 EQUATION 18-6 EQUATION 18-7
345	EQUATION 18-8 EQUATION 18-9 EQUATION 18-10
346	SECTION 1810 – CAST-IN-PLACE CONCRETE PILE FOUNDATIONS
349	SECTION 1811 – COMPOSITE PILES
350	SECTION 1812 – PIER FOUNDATIONS
353	CHAPTER 19 – CONCRETE SECTION 1901 – GENERAL SECTION 1902 – DEFINITIONS SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 – DURABILITY REQUIREMENTS
354	TABLE 1904.2.2 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH FIGURE 1904.2.2 – WEATHERING PROBABILITY MAP FOR CONCRETE
355	SECTION 1905 – CONCRETE QUALITY‚ MIXING AND PLACING SECTION 1906 – FORM WORK‚ EMBEDDED PIPES AND CONSTRUCTION JOINTS
356	SECTION 1907 – DETAILS OF REINFORCEMENT SECTION 1908 – MODIFICATIONS TO ACI 318
359	SECTION 1909 – STRUCTURAL PLAIN CONCRETE
360	SECTION 1910 – MINIMUM SLAB PROVISIONS SECTION 1911 – ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 SECTION 1912 – ANCHORAGE TO CONCRETE—STRENGTH DESIGN
361	TABLE 1911.2 – ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1913 – SHOTCRETE
362	SECTION 1914 – REINFORCED GYPSUM CONCRETE SECTION 1915 – CONCRETE-FILLED PIPE COLUMNS
365	CHAPTER 20 – ALUMINUM SECTION 2001 – GENERAL SECTION 2002 – MATERIALS
367	CHAPTER 21 – MASONRY SECTION 2101 – GENERAL SECTION 2102 – DEFINITIONS AND NOTATIONS
371	SECTION 2103 – MASONRY CONSTRUCTION MATERIALS TABLE 2103.10 – CERAMIC TILE MORTAR COMPOSITIONS
372	TABLE 2103.8(1) – MORTAR PROPORTIONS TABLE 2103.8(2) – MORTAR PROPERTIES
373	TABLE 2103.12 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
374	SECTION 2104 – CONSTRUCTION
377	SECTION 2105 – QUALITY ASSURANCE TABLE 2105.2.2.1.1 – COMPRESSIVE STRENGTH OF CLAY MASONRY
378	TABLE 2105.2.2.1.2 – COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 – SEISMIC DESIGN
379	EQUATION 21-1 SECTION 2107 – ALLOWABLE STRESS DESIGN
380	EQUATION 21-2 EQUATION 21-3 SECTION 2108 – STRENGTH DESIGN OF MASONRY
381	SECTION 2109 – EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1.2 – DIAPHRAGM LENGTH-TO-WIDTH RATIOS
382	TABLE 2109.2.3.1 – ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS TABLE 2109.4.1 – WALL LATERAL SUPPORT REQUIREMENTS
383	TABLE 2109.3.2 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
384	TABLE 2109.5.3.1 – FOUNDATION WALL CONSTRUCTION
386	EQUATION 21-4 TABLE 2109.8.3.1 – ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
387	SECTION 2110 – GLASS UNIT MASONRY FIGURE 2110.3.1 – GLASS MASONRY DESIGN WIND LOAD RESISTANCE
388	SECTION 2111 – MASONRY FIREPLACES
390	FIGURE 2111.11 – ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
391	SECTION 2112 – MASONRY HEATERS SECTION 2113 – MASONRY CHIMNEYS
394	TABLE 2113.16(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
395	FIGURE 2113.16 – FLUE SIZES FOR MASONRY CHIMNEYS FIGURE 2113.19 – ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
397	CHAPTER 22 – STEEL SECTION 2201 – GENERAL SECTION 2202 – DEFINITIONS SECTION 2203 – IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 – CONNECTIONS SECTION 2205 – STRUCTURAL STEEL
398	SECTION 2206 – STEEL JOISTS SECTION 2207 – STEEL CABLE STRUCTURES
399	SECTION 2208 – STEEL STORAGE RACKS SECTION 2209 – COLD-FORMED STEEL SECTION 2210 – COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION
401	CHAPTER 23 – WOOD SECTION 2301 – GENERAL SECTION 2302 – DEFINITIONS
402	SECTION 2303 – MINIMUM STANDARDS AND QUALITY
406	SECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS
407	TABLE 2304.6 – MINIMUM THICKNESS OF WALL SHEATHING TABLE 2304.7(1) – ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) – SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
408	TABLE 2304.7(3) – ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVERTWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.7(4) – ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
409	TABLE 2304.7(5) – ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS ANDSTRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b
411	TABLE 2304.9.1 – FASTENING SCHEDULE
412	TABLE 2304.9.1—continued FASTENING SCHEDULE
413	TABLE 2304.9.1—continued FASTENING SCHEDULE
415	SECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
416	EQUATION 23-1 TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM
417	TABLE 2305.2.2(2) – VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
418	FIGURE 2305.2.5(1) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN FRONT BUILDING FIGURE 2305.2.5(2) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM EQUATION 23-2
419	TABLE 2305.3.4 – MAXIMUM SHEAR WALL DIMENSION RA FIGURE 2305.3.5 – GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO
420	TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co
421	EQUATION 23-3 EQUATION 23-4
422	SECTION 2306 – ALLOWABLE STRESS DESIGN
423	TABLE 2306.1.4 – ALLOWABLE LOADS FOR LUMBER DECKING TABLE 2306.2.1 – WALL STUD BENDING STRESS INCREASE FACTORS
424	TABLE 2306.3.3 – DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE
425	TABLE 2306.3.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
426	TABLE 2306.3.1—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
427	TABLE 2306.3.1-continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIRLARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
428	TABLE 2306.3.2 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWSOF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
429	TABLE 2306.4.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND ORSEISMIC LOADING
430	TABLE 2306.4.3 – ALLOWABLE SHEAR FOR PARTICLE BOARD SHEAR WALL SHEATHING TABLE 2306.4.4 – ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY
431	TABLE 2306.4.5 – ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOODFRAMED WALL ASSEMBLIES
432	SECTION 2307 – LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION
435	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas
436	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas
437	TABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load
438	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load
439	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
440	FIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
441	TABLE 2308.9.3(1) – BRACED WALL PANELS TABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to StudsExcept as Indicated Below)
442	TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel orPerpendicular to Studs) TABLE 2308.9.3(5) – HARDBOARD SIDING
443	FIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
445	TABLE 2308.9.5 – HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
446	TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
447	TABLE 2308.9.6 – HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
448	TABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
449	TABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
450	TABLE 2308.10.2(1)—continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
451	TABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
452	TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Î” = 240)
453	TABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
454	TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
455	TABLE 2308.10.3(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 240)
456	2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 240)
457	TABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
458	TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
459	TABLE 2308.10.3(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
460	TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Î” = 180)
461	TABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot,Ceiling Attached to Rafters, L/Î” = 240)
462	TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot,Ceiling Attached to Rafters, L/Î” = 240)
463	TABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot,Ceiling Attached to Rafters, L/Î” = 240)
464	TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot,Ceiling Attached to Rafters, L/Î” = 240)
465	TABLE 2308.10.4.1 – RAFTER TIE CONNECTIONSg
467	TABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
468	TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING FIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS
469	FIGURE 2308.11.3.3 – OPENINGS IN HORIZONTAL DIAPHRAGMS
470	TABLE 2308.12.4 – WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
471	FIGURE 2308.12.6(1) – BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) – BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) – FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
472	FIGURE 2308.12.6(4) – ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) – BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) – PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
473	FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
475	CHAPTER 24 – GLASS AND GLAZING SECTION 2401 – GENERAL SECTION 2402 – DEFINITIONS SECTION 2403 – GENERAL REQUIREMENTS FOR GLASS SECTION 2404 – WIND‚ SNOW‚ SEISMIC AND DEAD LOADS ONGLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 EQUATION 24-4
476	EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12
477	SECTION 2405 – SLOPED GLAZING AND SKYLIGHTS
478	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 – SAFETY GLAZING
479	TABLE 2406.1 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING
480	SECTION 2407 – GLASS IN HANDRAILS AND GUARDS SECTION 2408 – GLAZING IN ATHLETIC FACILITIES SECTION 2409 – GLASS IN ELEVATOR HOISTWAY
481	CHAPTER 25 – GYPSUM BOARD AND PLASTER SECTION 2501 – GENERAL SECTION 2502 – DEFINITIONS SECTION 2503 – INSPECTION SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 – SHEAR WALL CONSTRUCTION SECTION 2506 – GYPSUM BOARD MATERIALS
482	TABLE 2506.2 – GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 – LATHING AND PLASTERING TABLE 2507.2 – LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 – GYPSUM CONSTRUCTION TABLE 2508.1 – INSTALLATION OF GYPSUM CONSTRUCTION
483	TABLE 2508.5 – SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
484	SECTION 2510 – LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) SECTION 2511 – INTERIOR PLASTER TABLE 2511.1.1 – INSTALLATION OF PLASTER CONSTRUCTION
485	SECTION 2512 – EXTERIOR PLASTER TABLE 2512.6 – CEMENT PLASTERS SECTION 2513 – EXPOSED AGGREGATE PLASTER
487	CHAPTER 26 – PLASTIC SECTION 2601 – GENERAL SECTION 2602 – DEFINITIONS SECTION 2603 – FOAM PLASTIC INSULATION
490	FIGURE 2603.8 – TERMITE INFESTATION PROBABILITY MAP SECTION 2604 – INTERIOR FINISH AND TRIM
491	SECTION 2605 – PLASTIC VENEER SECTION 2606 – LIGHT-TRANSMITTING PLASTICS
492	SECTION 2607 – LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING
493	TABLE 2607.4 – AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS
494	TABLE 2609.4 – AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 – LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 – LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
495	CHAPTER 27 – ELECTRICAL SECTION 2701 – GENERAL SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS
497	CHAPTER 28 – MECHANICAL SYSTEMS SECTION 2801 – GENERAL
499	CHAPTER 29 – PLUMBING SYSTEMS SECTION 2901 – GENERAL SECTION 2902 – MINIMUM PLUMBING FACILITIES TABLE 2902.1 – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)
500	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
501	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
503	CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 – GENERAL SECTION 3002 – HOISTWAY ENCLOSURES SECTION 3003 – EMERGENCY OPERATIONS
504	SECTION 3004 – HOISTWAY VENTING SECTION 3005 – CONVEYING SYSTEMS AND LIFTS
505	SECTION 3006 – MACHINE ROOMS AND MACHINERY SPACES
507	CHAPTER 31 – SPECIAL CONSTRUCTION SECTION 3101 – GENERAL SECTION 3102 – MEMBRANE STRUCTURES
508	SECTION 3103 – TEMPORARY STRUCTURES SECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS
509	SECTION 3105 – AWNINGS AND CANOPIES
510	SECTION 3106 – MARQUEES SECTION 3107 – SIGNS SECTION 3108 – RADIO AND TELEVISION TOWERS SECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
515	CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 – GENERAL SECTION 3202 – ENCROACHMENTS
517	CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION SECTION 3301 – GENERAL SECTION 3302 – CONSTRUCTION SAFEGUARDS SECTION 3303 – DEMOLITION SECTION 3304 – SITE WORK SECTION 3305 – SANITARY SECTION 3306 – PROTECTION OF PEDESTRIANS
518	TABLE 3306.1 – PROTECTION OF PEDESTRIANS
519	SECTION 3307 – PROTECTION OF ADJOINING PROPERTY SECTION 3308 – TEMPORARY USE OF STREETS‚ ALLEYS AND PUBLIC PROPERTY SECTION 3309 – FIRE EXTINGUISHERS SECTION 3310 – EXITS SECTION 3311 – STANDPIPES
520	SECTION 3312 – AUTOMATIC SPRINKLER S
521	CHAPTER 34 – RESERVED
523	CHAPTER 35 – REFERENCED STANDARDS AA AAMA ACI
524	AF&PA AHA AISC AISI
525	AITC ALI ANSI
526	APA APSP ASAE
527	ASCE ASME ASTM
533	AWCI
534	AWPA AWS BHMA CGSB CPSC
535	CSA CSSB DASMA DOC
536	DOL DOTn FEMA FM GA
537	HPVA ICC ISO
538	NAAMM NCMA NFPA
539	PCI PTI RMI
540	SJI SPRI TIA TMS TPI
541	UL ULC
542	USC WDMA WRI
543	APPENDIX A – RESERVED
545	APPENDIX B – RESERVED
547	APPENDIX C – RESERVED
549	APPENDIX D – RESERVED
551	APPENDIX E – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 – GENERAL SECTION E102 – DEFINITIONS SECTION E103 – ACCESSIBLE ROUTE SECTION E104 – SPECIAL OCCUPANCIES SECTION E105 – OTHER FEATURES AND FACILITIES
552	TABLE E104.3.1 – DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E106 – TELEPHONES
553	TABLE E106.2 – WHEELCHAIR-ACCESSIBLE TELEPHONES SECTION E107 – SIGNAGE SECTION E108 – BUS STOPS
554	SECTION E109 – TRANSPORTATION FACILITIES AND STATIONS SECTION E110 – AIRPORTS
555	SECTION E111 – REFERENCED STANDARDS
557	APPENDIX F – RODENT PROOFING SECTION F101 – GENERAL
559	APPENDIX G – RESERVED
561	APPENDIX H – RESERVED
563	APPENDIX I – PATIO COVERS SECTION I101 – GENERAL SECTION I102 – DEFINITIONS SECTION I103 – EXTERIOR OPENINGS SECTION I104 – STRUCTURAL PROVISIONS
565	APPENDIX J – RESERVED
567	APPENDIX K – RESERVED
569	APPENDIX L – ASSISTIVE LISTENING SYSTEMS PERFORMANCE STANDARDS SECTION L101 – GENERAL SECTION L102 – INDUCTION LOOP SYSTEM SECTION L103 – INFRARED SYSTEM
570	SECTION L104 – FM SYSTEM
571	APPENDIX S – NEW YORK STATE AGENCIES WITH CONSTRUCTION REGULATIONS OR CONSTRUCTION AUTHORITY
595	INDEX
620	HELPFUL LINKS:


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Standard Title	Building Code of New York State
Published Code	NY
Publication Date	2010
Pages Count	620

NY BuildingCode 10:2010 Edition

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