{"id":416799,"date":"2024-10-20T06:12:40","date_gmt":"2024-10-20T06:12:40","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-nyc-buildingcode-2022-1stptg\/"},"modified":"2024-10-26T11:32:33","modified_gmt":"2024-10-26T11:32:33","slug":"ny-nyc-buildingcode-2022-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-nyc-buildingcode-2022-1stptg\/","title":{"rendered":"NY NYC BuildingCode 2022 1stptg"},"content":{"rendered":"

This is a fully integrated custom code based on the 2015 International Building Code. Effective date: November 7, 2022.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2022 NEW YORK CITY BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2022 NEW YORK CITY BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nDEDICATION <\/td>\n<\/tr>\n
6<\/td>\nNEW YORK CITY CONSTRUCTION CODES PREFACE <\/td>\n<\/tr>\n
8<\/td>\nACKNOWLEDGEMENTS <\/td>\n<\/tr>\n
16<\/td>\nTITLE 28 OF THE NEW YORK CITY ADMINISTRATIVE CODE INCLUDING THE NEW YORK CITY CONSTRUCTION CODES <\/td>\n<\/tr>\n
17<\/td>\nTITLE 28 NEW YORK CITY CONSTRUCTION CODES
CHAPTER 7 THE NEW YORK CITY BUILDING CODE
ARTICLE 701 ENACTMENT AND UPDATE OF THE NEW YORK CITY BUILDING CODE <\/td>\n<\/tr>\n
18<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION BC 101 GENERAL
SECTION BC 102 APPLICABILITY <\/td>\n<\/tr>\n
29<\/td>\nSECTION BC 103 DEPARTMENT OF BUILDINGS
SECTION BC 104 DUTIES AND POWERS OF COMMISSIONER OF BUILDINGS
SECTION BC 105 APPROVALS
SECTION BC 106 PERMITS <\/td>\n<\/tr>\n
30<\/td>\nSECTION BC 107 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
35<\/td>\nSECTION BC 108 TEMPORARY STRUCTURES AND USES
SECTION BC 109 FEES
SECTION BC 110 INSPECTIONS <\/td>\n<\/tr>\n
36<\/td>\nSECTION BC 111 CERTIFICATE OF OCCUPANCY
SECTION BC 112 SERVICE UTILITIES
SECTION BC 113 RESERVED
SECTION BC 114 VIOLATIONS
SECTION BC 115 STOP WORK ORDER
SECTION BC 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 2 DEFINITIONS
SECTION BC 201 GENERAL <\/td>\n<\/tr>\n
39<\/td>\nSECTION BC 202 DEFINITIONS <\/td>\n<\/tr>\n
43<\/td>\nEQUATION 2-1
EQUATION 2-2
EQUATION 2-3 <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION BC 301 GENERAL
SECTION BC 302 CLASSIFICATION
SECTION BC 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
85<\/td>\nSECTION BC 304 BUSINESS GROUP B
SECTION BC 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
86<\/td>\nSECTION BC 306 FACTORY GROUP F <\/td>\n<\/tr>\n
87<\/td>\nSECTION BC 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
88<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
89<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, q <\/td>\n<\/tr>\n
90<\/td>\nTABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
92<\/td>\nSECTION BC 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
94<\/td>\nSECTION BC 309 MERCANTILE GROUP M
SECTION BC 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
95<\/td>\nSECTION BC 311 STORAGE GROUP S <\/td>\n<\/tr>\n
96<\/td>\nSECTION BC 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION BC 401 SCOPE
SECTION BC 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
101<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
102<\/td>\nSECTION BC 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
103<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
106<\/td>\nSECTION BC 404 ATRIUMS <\/td>\n<\/tr>\n
107<\/td>\nSECTION BC 405 UNDERGROUND BUILDINGS AND SPACES <\/td>\n<\/tr>\n
108<\/td>\nSECTION BC 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
110<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
114<\/td>\nSECTION BC 407 GROUP I-2 <\/td>\n<\/tr>\n
117<\/td>\nSECTION BC 408 GROUP I-3 <\/td>\n<\/tr>\n
119<\/td>\nSECTION BC 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
120<\/td>\nSECTION BC 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
123<\/td>\nSECTION BC 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
124<\/td>\nSECTION BC 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
126<\/td>\nTABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
127<\/td>\nTABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
SECTION BC 413 COMBUSTIBLE STORAGE
SECTION BC 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
128<\/td>\nTABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
129<\/td>\nTABLE 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
TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
130<\/td>\nTABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
131<\/td>\nSECTION BC 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
133<\/td>\nTABLE 415.6.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
134<\/td>\nTABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
136<\/td>\nTABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
141<\/td>\nSECTION BC 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
142<\/td>\nSECTION BC 417 DRYING ROOMS
SECTION BC 418 ORGANIC COATINGS
SECTION BC 419 RESERVED
SECTION BC 420 GROUPS I-1, R-1, R-2, R-3 <\/td>\n<\/tr>\n
143<\/td>\nSECTION BC 421 HYDROGEN FUEL GAS ROOMS
SECTION BC 422 AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
144<\/td>\nSECTION BC 423 STORM SHELTERS
SECTION BC 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
145<\/td>\nSECTION BC 425 HYPERBARIC FACILITIES
SECTION BC 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
SECTION BC 427 NONPRODUCTION CHEMICAL LABORATORIES <\/td>\n<\/tr>\n
148<\/td>\nSECTION BC 428 USES AND OCCUPANCIES INVOLVING RADIOACTIVE MATERIALS AND RADIATION-PRODUCING EQUIPMENT <\/td>\n<\/tr>\n
150<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS; SEPARATION OF OCCUPANCIES
SECTION BC 501 GENERAL
SECTION BC 502 DEFINITIONS
SECTION BC 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
151<\/td>\nSECTION BC 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
152<\/td>\nTABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
153<\/td>\nTABLE 504.3a\u2014continued ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
154<\/td>\nTABLE 504.4a, b\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
155<\/td>\nSECTION BC 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
156<\/td>\nSECTION BC 506 BUILDING AREA MODIFICATIONS
TABLE 506.2a ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
157<\/td>\nTABLE 506.2a\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
158<\/td>\nTABLE 506.2a\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13D, S13R, or SM, as applicable) IN SQUARE FEET
EQUATION 5-1 <\/td>\n<\/tr>\n
159<\/td>\nEQUATION 5-2
EQUATION 5-3
EQUATION 5-4 <\/td>\n<\/tr>\n
160<\/td>\nEQUATION 5-5
SECTION BC 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
162<\/td>\nSECTION BC 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
163<\/td>\nSECTION BC 509 INCIDENTAL USES <\/td>\n<\/tr>\n
164<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION BC 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
165<\/td>\nTABLE 509c INCIDENTAL USES <\/td>\n<\/tr>\n
168<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION BC 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION BC 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
169<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
170<\/td>\nSECTION BC 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
172<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION BC 701 GENERAL
SECTION BC 702 DEFINITIONS
SECTION BC 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
173<\/td>\nSECTION BC 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
175<\/td>\nSECTION BC 705 EXTERIOR WALLS <\/td>\n<\/tr>\n
176<\/td>\nTABLE 705.2 MINIMUM SETBACK DISTANCE OF PROJECTION
EQUATION 7-1 <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-2 <\/td>\n<\/tr>\n
178<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTIONm <\/td>\n<\/tr>\n
180<\/td>\nSECTION BC 706 FIRE WALLS <\/td>\n<\/tr>\n
181<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
182<\/td>\nSECTION BC 707 FIRE BARRIERS <\/td>\n<\/tr>\n
183<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
184<\/td>\nSECTION BC 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
185<\/td>\nSECTION BC 709 SMOKE BARRIERS
SECTION BC 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
186<\/td>\nSECTION BC 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
187<\/td>\nSECTION BC 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
188<\/td>\nSECTION BC 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
191<\/td>\nSECTION BC 714 PENETRATIONS <\/td>\n<\/tr>\n
193<\/td>\nSECTION BC 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
194<\/td>\nSECTION BC 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
195<\/td>\nTABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
197<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
199<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
SECTION BC 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
200<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
205<\/td>\nSECTION BC 718 CONCEALED SPACES <\/td>\n<\/tr>\n
208<\/td>\nSECTION BC 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION BC 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
209<\/td>\nSECTION BC 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
210<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
211<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
212<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
213<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
214<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
215<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
216<\/td>\nTABLE 720.1(2)721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
217<\/td>\nTABLE 720.1(2)721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
218<\/td>\nTABLE 720.1(2)721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
219<\/td>\nTABLE 720.1(2)721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
220<\/td>\nTABLE 720.1(2)721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n
221<\/td>\nTABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
222<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
223<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
224<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
225<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
226<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
227<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
228<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
229<\/td>\nSECTION BC 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD BEARING OR NONLOAD-BEARING
EQUATION 7-3 <\/td>\n<\/tr>\n
230<\/td>\nFIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-4
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
232<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
234<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb <\/td>\n<\/tr>\n
235<\/td>\nTABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
236<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
237<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
EQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
238<\/td>\nTABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(3) VALUES OF Rn0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pla <\/td>\n<\/tr>\n
239<\/td>\nTABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-8
EQUATION 7-9
EQUATION 7-10
EQUATION 7-11 <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(2)\u2014continued
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 722.5.1(3)\u2014continued
FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARDa
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
243<\/td>\nTABLE 722.5.1(2) PROPERTIES OF CONCRETE
TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
244<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
245<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
246<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
247<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
248<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
249<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa FIGURE 722.5.1(6)(c)\u2021
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa FIGURE 722.5.1(6)(c)\u2021
TABLE 722.5.1(8)\u2014continued MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa FIGURE 722.5.1(6)(c)\u2021
TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)\u2021 <\/td>\n<\/tr>\n
250<\/td>\nTABLE 722.5.1(9)\u2014continued MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)\u2021
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)\u2021
TABLE 722.5.1(10)\u2014continued MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa FIGURE 722.5.1(6)(a)\u2021
EQUATION 7-12 <\/td>\n<\/tr>\n
251<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15 <\/td>\n<\/tr>\n
252<\/td>\nEQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
253<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
254<\/td>\nTABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
256<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION BC 801 GENERAL
SECTION BC 802 DEFINITIONS
SECTION BC 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
258<\/td>\nTABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
259<\/td>\nSECTION BC 804 INTERIOR FLOOR FINISH
SECTION BC 805 COMBUSTIBLE FLOORING MATERIALS IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
260<\/td>\nSECTION BC 806 DECORATIVE MATERIALS AND TRIM
SECTION BC 807 INSULATION
SECTION BC 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
262<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION BC 901 GENERAL <\/td>\n<\/tr>\n
264<\/td>\nSECTION BC 902 DEFINITIONS <\/td>\n<\/tr>\n
265<\/td>\nSECTION BC 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
270<\/td>\nTABLE 903.2.11.10 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
271<\/td>\nTABLE 903.2.11.10\u2014continued ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
274<\/td>\nSECTION BC 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
276<\/td>\nSECTION BC 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
281<\/td>\nSECTION BC 906 PORTABLE FIRE EXTINGUISHERS
SECTION BC 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
292<\/td>\nSECTION BC 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
293<\/td>\nSECTION BC 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
295<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
302<\/td>\nSECTION BC 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
303<\/td>\nEQUATION 9-2
EQUATION 9-3 <\/td>\n<\/tr>\n
304<\/td>\nSECTION BC 911 FIRE COMMAND CENTER
SECTION BC 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
305<\/td>\nSECTION BC 913 FIRE PUMPS <\/td>\n<\/tr>\n
306<\/td>\nSECTION BC 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION BC 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
308<\/td>\nSECTION BC 916 FIRE DEPARTMENT IN-BUILDING AUXILIARY RADIO COMMUNICATION SYSTEM (ARCS)
SECTION BC 917 POST-FIRE SMOKE PURGE SYSTEMS <\/td>\n<\/tr>\n
310<\/td>\nSECTION BC 918 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION BC 1001 ADMINISTRATION
SECTION BC 1002 DEFINITIONS <\/td>\n<\/tr>\n
313<\/td>\nSECTION BC 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
314<\/td>\nSECTION BC 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
315<\/td>\nTABLE 1004.1.3 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
316<\/td>\nTABLE 1004.1.3\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
TABLE 1004.1.3\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
317<\/td>\nSECTION BC 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
318<\/td>\nSECTION BC 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
319<\/td>\nTABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY <\/td>\n<\/tr>\n
320<\/td>\nTABLE 1006.3.2 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT <\/td>\n<\/tr>\n
321<\/td>\nSECTION BC 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
SECTION BC 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
323<\/td>\nSECTION BC 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
326<\/td>\nSECTION BC 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
327<\/td>\nTABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
335<\/td>\nSECTION BC 1011 STAIRWAYS <\/td>\n<\/tr>\n
340<\/td>\nSECTION BC 1012 RAMPS <\/td>\n<\/tr>\n
341<\/td>\nSECTION BC 1013 EXIT SIGNS <\/td>\n<\/tr>\n
342<\/td>\nSECTION BC 1014 HANDRAILS <\/td>\n<\/tr>\n
343<\/td>\nSECTION BC 1015 GUARDS <\/td>\n<\/tr>\n
345<\/td>\nSECTION BC 1016 EXIT ACCESS <\/td>\n<\/tr>\n
346<\/td>\nSECTION BC 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
347<\/td>\nSECTION BC 1018 AISLES
SECTION BC 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
348<\/td>\nSECTION BC 1020 CORRIDORS
TABLE 1020.1.1 INTERIOR CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.1.2 PUBLIC CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
349<\/td>\nTABLE 1020.2 MINIMUM CORRIDOR WIDTH
SECTION BC 1021 EGRESS BALCONIES <\/td>\n<\/tr>\n
350<\/td>\nSECTION BC 1022 EXITS
SECTION BC 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
352<\/td>\nSECTION BC 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
353<\/td>\nSECTION BC 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
356<\/td>\nSECTION BC 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
357<\/td>\nSECTION BC 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
358<\/td>\nSECTION BC 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
360<\/td>\nSECTION BC 1029 ASSEMBLY <\/td>\n<\/tr>\n
362<\/td>\nTABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
363<\/td>\nTABLE 1029.7 TRAVEL DISTANCE <\/td>\n<\/tr>\n
365<\/td>\nTABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
369<\/td>\nSECTION BC 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
370<\/td>\nSECTION BC 1031 SIGNAGE <\/td>\n<\/tr>\n
372<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION BC 1101 GENERAL <\/td>\n<\/tr>\n
373<\/td>\nSECTION BC 1102 DEFINITIONS
SECTION BC 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
374<\/td>\nSECTION BC 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
376<\/td>\nSECTION BC 1105 ACCESSIBLE ENTRANCES
TABLE 1105.1.8 PUBLIC ENTRANCE WITH POWER-OPERATED DOORS
SECTION BC 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
377<\/td>\nTABLE 1106.7.3 VALET AND ATTENDED ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
378<\/td>\nSECTION BC 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
380<\/td>\nFIGURE 1107.2.2.7.3.1 SIDEWALL GRAB BAR LOCATION <\/td>\n<\/tr>\n
381<\/td>\nFIGURE 1107.2.2.7.6 DISPENSER OUTLET LOCATION <\/td>\n<\/tr>\n
385<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
386<\/td>\nSECTION BC 1108 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
387<\/td>\nTABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
388<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION BC 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
396<\/td>\nSECTION BC 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n
398<\/td>\nSECTION BC 1111 SIGNAGE
FIGURE 1111.1 DYNAMIC ACCESSIBILITY SYMBOL <\/td>\n<\/tr>\n
400<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION BC 1201 GENERAL
SECTION BC 1202 DEFINITIONS
SECTION BC 1203 VENTILATION <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1203.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
404<\/td>\nSECTION BC 1204 TEMPERATURE AND HUMIDITY CONTROL <\/td>\n<\/tr>\n
405<\/td>\nTABLE 1204.1 MINIMUM SPACE TEMPERATURE REQUIREMENTS
SECTION BC 1205 LIGHTING <\/td>\n<\/tr>\n
407<\/td>\nSECTION BC 1206 YARDS AND COURTS <\/td>\n<\/tr>\n
408<\/td>\nSECTION BC 1207 SOUND TRANSMISSION
TABLE 1207.2.1 MAXIMUM SOUND PRESSURE LEVELS FOR MACHINE ROOMS ADJACENT TO DWELLING UNITS, MEASURED IN THE DWELLING UNIT <\/td>\n<\/tr>\n
409<\/td>\nSECTION BC 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
410<\/td>\nSECTION BC 1209 ACCESS TO UNOCCUPIED SPACES
SECTION BC 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
411<\/td>\nSECTION BC 1211 KITCHENS AND KITCHENETTES
SECTION BC 1212 RODENTPROOFING
SECTION BC 1213 REFUSE AND RECYCLABLE STORAGE <\/td>\n<\/tr>\n
414<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION BC 1301 GENERAL <\/td>\n<\/tr>\n
416<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION BC 1401 GENERAL
SECTION BC 1402 DEFINITIONS
SECTION BC 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
418<\/td>\nSECTION BC 1404 MATERIALS
SECTION BC 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
423<\/td>\nSECTION BC 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
424<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
425<\/td>\nSECTION BC 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
426<\/td>\nSECTION BC 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
427<\/td>\nSECTION BC 1409 HIGH-PRESSURE DECORATIVE EXTERIOR GRADE COMPACT LAMINATES (HPL)
SECTION BC 1410 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
428<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION BC 1501 GENERAL
SECTION BC 1502 DEFINITIONS
SECTION BC 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
429<\/td>\nSECTION BC 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.1.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
430<\/td>\nSECTION BC 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
431<\/td>\nSECTION BC 1506 MATERIALS
SECTION BC 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
432<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
434<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
435<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
436<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
437<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
438<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
439<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
440<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
441<\/td>\nSECTION BC 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION BC 1509 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION BC 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
443<\/td>\nSECTION BC 1511 REROOFING <\/td>\n<\/tr>\n
444<\/td>\nSECTION BC 1512 SOLAR PHOTOVOLTAIC PANELS\/MODULES AND REQUIRED SUSTAINABLE ROOFING ZONES <\/td>\n<\/tr>\n
446<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION BC 1601 GENERAL
SECTION BC 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
447<\/td>\nSECTION BC 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
448<\/td>\nSECTION BC 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
450<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
451<\/td>\nSECTION BC 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
452<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
453<\/td>\nEQUATION 16-21
EQUATION 16-22
EQUATION 16-23
EQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
SECTION BC 1606 DEAD LOADS
SECTION BC 1607 LIVE LOADS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
455<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADSg \u2021 <\/td>\n<\/tr>\n
456<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND MINIMUM CONCENTRATED LIVE LOADSg \u2021 <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1607.5 EQUIVALENT UNIFORM PARTITION LOADS <\/td>\n<\/tr>\n
459<\/td>\nEQUATION 16-30
TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
460<\/td>\nEQUATION 16-31
EQUATION 16-32
EQUATION 16-33
EQUATION 16-34
EQUATION 16-35
EQUATION 16-36
EQUATION 16-37
EQUATION 16-38
EQUATION 16-39 <\/td>\n<\/tr>\n
462<\/td>\nSECTION BC 1608 SNOW LOADS
SECTION BC 1609 WIND LOADS <\/td>\n<\/tr>\n
463<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
464<\/td>\nTABLE 1609.3 BASIC DESIGN WIND SPEED
EQUATION 16-40 <\/td>\n<\/tr>\n
465<\/td>\nTABLE 1609.3.2 SERVICEABILITY DESIGN WIND SPEED <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 1609.4.3(1) NEW YORK CITY WIND EXPOSURE: MANHATTAN SHORELINE <\/td>\n<\/tr>\n
467<\/td>\nFIGURE 1609.4.3(2) NEW YORK CITY WIND EXPOSURE: BRONX SHORELINE <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 1609.4.3(3) NEW YORK CITY WIND EXPOSURE: BROOKLYN SHORELINE <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1609.4.3(4) NEW YORK CITY WIND EXPOSURE: QUEENS SHORELINE <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 1609.4.3(5) NEW YORK CITY WIND EXPOSURE: STATEN ISLAND SHORELINE <\/td>\n<\/tr>\n
471<\/td>\nEQUATION 16-45 <\/td>\n<\/tr>\n
472<\/td>\nTABLE 1609.7 NET PRESSURE COEFFICIENT, (GCPN) FOR ATTACHED CANOPIES ON BUILDINGS WITH H>60 FT
FIGURE 1609.7 SCHEMATIC OF ATTACHED CANOPY ON BUILDINGS WITH h > 60 FT
EQUATION 16-42
SECTION BC 1610 SOIL LATERAL LOADS
SECTION BC 1611 RAIN LOADS
EQUATION 16-43 <\/td>\n<\/tr>\n
473<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION BC 1612 FLOOD LOADS
SECTION BC 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
474<\/td>\nEQUATION 16-44
EQUATION 16-45
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS <\/td>\n<\/tr>\n
475<\/td>\nTABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT Fv AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD
EQUATION 16-46
EQUATION 16-47
EQUATION 16-48
EQUATION 16-49
EQUATION 16-50 <\/td>\n<\/tr>\n
476<\/td>\nTABLE 1613.3.4.1 SITE CLASSIFICATION
TABLE 1613.3.5 SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
477<\/td>\nTABLE 1613.5 DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
478<\/td>\nTABLE 1613.5\u2014continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1613.5\u2014continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1613.5\u2014continued DESIGN COEFFICIENT AND FACTORS FOR BASIC SEISMIC C-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
481<\/td>\nSECTION BC 1614 ATMOSPHERIC ICE LOADS
SECTION BC 1615 STRUCTURAL INTEGRITY DEFINITIONS
SECTION BC 1616 STRUCTURAL INTEGRITY\u2014PRESCRIPTIVE REQUIREMENTS <\/td>\n<\/tr>\n
482<\/td>\nSECTION BC 1617 STRUCTURAL INTEGRITY\u2014KEY ELEMENT ANALYSIS
TABLE 1617.8.3 RESPONSE RATIO AND ROTATION LIMITS <\/td>\n<\/tr>\n
483<\/td>\nSECTION BC 1618 STRUCTURAL PEER REVIEW <\/td>\n<\/tr>\n
484<\/td>\nSECTION 1619 TEMPORARY STRUCTURES AND TEMPORARY CONSTRUCTION INSTALLATIONS <\/td>\n<\/tr>\n
488<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION BC 1701 GENERAL
SECTION BC 1702 DEFINITIONS
SECTION BC 1703 APPROVALS
SECTION BC 1704 RESPONSIBILITIES FOR SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
491<\/td>\nSECTION BC 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
492<\/td>\nTABLE 1705.2 REQUIRED SPECIAL INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
493<\/td>\nTABLE 1705.2\u2014continued REQUIRED SPECIAL INSPECTION OF STEEL CONSTRUCTION\u2021 <\/td>\n<\/tr>\n
494<\/td>\nTABLE 1705.2.6 REQUIRED SPECIAL INSPECTION OF COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
495<\/td>\nTABLE 1705.2.6\u2014continued REQUIRED SPECIAL INSPECTION OF COLD-FORMED STEEL CONSTRUCTION
TABLE 1705.2.7 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
496<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
497<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
498<\/td>\nTABLE 1705.4.1 LEVEL B REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
499<\/td>\nTABLE 1705.4.1\u2014continued LEVEL B REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION
TABLE 1705.4.3 LEVEL C REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
500<\/td>\nTABLE 1705.4.3\u2014continued LEVEL C REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
502<\/td>\nTABLE 1705.5.6 REQUIRED SPECIAL INSPECTIONS OF TYPE IV CONSTRUCTION UTILIZING CROSS-LAMINATED TIMBER OR STRUCTURAL COMPOSITE LUMBER
TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS OF SUBSURFACE CONDITIONS <\/td>\n<\/tr>\n
503<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1705.7.1 REQUIRED SPECIAL INSPECTIONS OF DRIVEN AND VIBRATED DEEP FOUNDATION ELEMENTS
TABLE 1705.7.2 REQUIRED SPECIAL INSPECTIONS OF DRILLED DEEP FOUNDATION ELEMENTS
TABLE 1705.7.3 REQUIRED SPECIAL INSPECTIONS OF DRIVEN OR DRILLED CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
TABLE 1705.8.1 REQUIRED SPECIAL INSPECTIONS OF PRESTRESSED SOIL AND ROCK ANCHORS <\/td>\n<\/tr>\n
505<\/td>\nTABLE 1705.8.1\u2014continued REQUIRED SPECIAL INSPECTIONS OF PRESTRESSED SOIL AND ROCK ANCHORS <\/td>\n<\/tr>\n
516<\/td>\nTABLE 1705.37 REQUIRED VERIFICATION AND INSPECTION OF POST-INSTALLED ANCHORS
SECTION BC 1706 DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
517<\/td>\nSECTION BC 1707 ALTERNATIVE TEST PROCEDURE
SECTION BC 1708 IN-SITU LOAD TESTS
SECTION BC 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
518<\/td>\nSECTION BC 1710 TEST SAFE LOAD
SECTION BC 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
520<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION BC 1801 GENERAL
SECTION BC 1802 GENERAL
SECTION BC 1803 GEOTECHNICAL INVESTIGATIONS AND MATERIAL CLASSIFICATIONS <\/td>\n<\/tr>\n
523<\/td>\nTABLE 1803.3 UNIFIED SOIL CLASSIFICATION <\/td>\n<\/tr>\n
525<\/td>\nSECTION BC 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
526<\/td>\nSECTION BC 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
527<\/td>\nSECTION BC 1806 ALLOWABLE LOAD-BEARING VALUES OF SOILS AND ROCK <\/td>\n<\/tr>\n
528<\/td>\nTABLE 1806.1 ALLOWABLE BEARING PRESSURES <\/td>\n<\/tr>\n
529<\/td>\nSECTION BC 1807 RETAINING WALLS AND OTHER RETAINING STRUCTURES
SECTION BC 1808 RESERVED <\/td>\n<\/tr>\n
530<\/td>\nSECTION BC 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
532<\/td>\nSECTION BC 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
534<\/td>\nTABLE 1810.2.13 MINIMUM CONCRETE COVER FOR CAST IN PLACE AND PRECAST CONCRETE PILESa <\/td>\n<\/tr>\n
536<\/td>\nTABLE 1810.4.1.3 BASIC MAXIMUM ALLOWABLE PILE LOADS <\/td>\n<\/tr>\n
539<\/td>\nTABLE 1810.8 ALLOWABLE AXIAL STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTSa <\/td>\n<\/tr>\n
541<\/td>\nSECTION BC 1811 DRIVEN DEEP FOUNDATIONS <\/td>\n<\/tr>\n
542<\/td>\nTABLE 1811.3(a) MINIMUM DRIVING RESISTANCE AND MINIMUM HAMMER ENERGY FOR STEEL H-PILES, PIPE PILES, PRECAST AND CAST-IN-PLACE CONCRETE PILES AND COMPOSITE PILES
TABLE 1811.3(b) MINIMUM DRIVING RESISTANCE AND HAMMER ENERGY FOR TIMBER PILES <\/td>\n<\/tr>\n
544<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
545<\/td>\nEQUATION 18-4
EQUATION 18-5 <\/td>\n<\/tr>\n
546<\/td>\nSECTION BC 1812 CAST-IN-PLACE CONCRETE PILES <\/td>\n<\/tr>\n
547<\/td>\nEQUATION 18-6 <\/td>\n<\/tr>\n
551<\/td>\nSECTION BC 1813 COMPOSITE PILES
SECTION BC 1814 HELICAL PILES <\/td>\n<\/tr>\n
553<\/td>\nSECTION BC 1815 PERMANENT PRESTRESSED ROCK AND SOIL ANCHORS <\/td>\n<\/tr>\n
554<\/td>\nSECTION BC 1816 LIQUEFACTION ANALYSIS
TABLE 1816.2.1 VALUES OF MAXIMUM CONSIDERED EARTHQUAKE MEAN (MCEG) PEAK GROUND ACCELERATIONS ADJUSTED FOR SITE CLASS EFFECTS, PGAM <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 1816.1 LIQUEFACTION ASSESSMENT DIAGRAM
SECTION BC 1817 UNDERPINNING AND ALTERNATE METHODS OF SUPPORT OF BUILDINGS AND ADJACENT PROPERTY <\/td>\n<\/tr>\n
560<\/td>\nSECTION BC 1818 GEOTECHNICAL PEER REVIEW <\/td>\n<\/tr>\n
562<\/td>\nCHAPTER 19 CONCRETE
SECTION BC 1901 GENERAL
SECTION BC 1902 DEFINITIONS
SECTION BC 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
563<\/td>\nSECTION BC 1904 DURABILITY REQUIREMENTS
TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH <\/td>\n<\/tr>\n
564<\/td>\nTABLE 1904.4.2 REQUIREMENTS FOR CONCRETE EXPOSED TO DEICING CHEMICALS
SECTION BC 1905 CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
570<\/td>\nSECTION BC 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION BC 1907 DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
572<\/td>\nSECTION BC 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
575<\/td>\nSECTION BC 1909 STRUCTURAL PLAIN CONCRETE
SECTION BC 1910 MINIMUM SLAB PROVISIONS
SECTION BC 1911 SHOTCRETE <\/td>\n<\/tr>\n
576<\/td>\nSECTION BC 1912 STRUCTURAL INTEGRITY REQUIREMENTS <\/td>\n<\/tr>\n
577<\/td>\nSECTION BC 1913 ASPHALT PAVING <\/td>\n<\/tr>\n
580<\/td>\nCHAPTER 20 ALUMINUM
SECTION BC 2001 GENERAL
SECTION BC 2002 MATERIALS
SECTION BC 2003 ADDITIONAL REQUIREMENTS <\/td>\n<\/tr>\n
582<\/td>\nCHAPTER 21 MASONRY
SECTION BC 2101 GENERAL
SECTION BC 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
583<\/td>\nSECTION BC 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
584<\/td>\nSECTION BC 2104 CONSTRUCTION <\/td>\n<\/tr>\n
585<\/td>\nSECTION BC 2105 QUALITY ASSURANCE
SECTION BC 2106 SEISMIC DESIGN
SECTION BC 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
586<\/td>\nSECTION BC 2108 STRENGTH DESIGN OF MASONRY
SECTION BC 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
587<\/td>\nTABLE 2109.4.3 MINIMUM THICKNESS OF MASONRY PARTITIONS
SECTION BC 2110 GLASS UNIT MASONRY
SECTION BC 2111 MASONRY FIREPLACES
TABLE 2111.1 REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYSa <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 2111.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
591<\/td>\nSECTION BC 2112 MASONRY HEATERS
SECTION BC 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
594<\/td>\nEQUATION 21-2
TABLE 2113.9 \u201cF\u201d FACTOR FOR DETERMINING CHIMNEY DISTANCES <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <\/td>\n<\/tr>\n
598<\/td>\nTABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZESa
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION TO CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
599<\/td>\nSECTION BC 2114 STRUCTURAL INTEGRITY REQUIREMENTS <\/td>\n<\/tr>\n
600<\/td>\nCHAPTER 22 STEEL
SECTION BC 2201 GENERAL
SECTION BC 2202 DEFINITIONS
SECTION BC 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION BC 2204 CONNECTIONS
SECTION BC 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
601<\/td>\nSECTION BC 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION BC 2207 STEEL JOISTS <\/td>\n<\/tr>\n
602<\/td>\nSECTION BC 2208 STEEL CABLE STRUCTURES
SECTION BC 2209 STEEL STORAGE RACKS <\/td>\n<\/tr>\n
603<\/td>\nSECTION BC 2210 COLD-FORMED STEEL
SECTION BC 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
604<\/td>\nSECTION BC 2212 MINIMUM THICKNESS OF METAL
SECTION BC 2213 STRUCTURAL INTEGRITY REQUIREMENTS <\/td>\n<\/tr>\n
606<\/td>\nCHAPTER 23 WOOD
SECTION BC 2301 GENERAL
SECTION BC 2302 DEFINITIONS
SECTION BC 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
611<\/td>\nSECTION BC 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
613<\/td>\nTABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) <\/td>\n<\/tr>\n
614<\/td>\nTABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS <\/td>\n<\/tr>\n
615<\/td>\nTABLE 2304.9.3.2.1 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
616<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
617<\/td>\nTABLE 2304.10.1\u2014continuedF ASTENING SCHEDULE <\/td>\n<\/tr>\n
618<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
619<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
621<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
623<\/td>\nSECTION BC 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
624<\/td>\nEQUATION 23-1
TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2
SECTION BC 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
625<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
626<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
627<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
628<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
629<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
630<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION BC 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION BC 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
632<\/td>\nTABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b, c, d FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
633<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b, c, d FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
634<\/td>\nTABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS <\/td>\n<\/tr>\n
635<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
636<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
637<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
638<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
639<\/td>\nFIGURE 2308.4.2.4 JOIST BORING AND NOTCHING LIMITS <\/td>\n<\/tr>\n
640<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
641<\/td>\nFIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
643<\/td>\nFIGURE 2308.5.8 WALL BORING AND NOTCHING LIMITS <\/td>\n<\/tr>\n
644<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
645<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
646<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
647<\/td>\nTABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING <\/td>\n<\/tr>\n
648<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
649<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
650<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
651<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
652<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
653<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
655<\/td>\nTABLE 2308.7.1(1) CEILING- JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
656<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
657<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
658<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
659<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
660<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
661<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
662<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
663<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
664<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
665<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
666<\/td>\nTABLE 2308.7.2(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
667<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
668<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
669<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
670<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
671<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
672<\/td>\nTABLE 2308.7.3.1\u2014continued RAFTER TIE CONNECTIONSg
TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
674<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
675<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SECTION BC 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION BC 2401 GENERAL
SECTION BC 2402 DEFINITIONS
SECTION BC 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION BC 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS <\/td>\n<\/tr>\n
677<\/td>\nEQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9 <\/td>\n<\/tr>\n
678<\/td>\nEQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION BC 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
679<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION BC 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
680<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
681<\/td>\nSECTION BC 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
682<\/td>\nSECTION BC 2408 GLAZING IN ATHLETIC FACILITIES
SECTION BC 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION BC 2410 MARKING OF TRANSPARENT DOORS AND FIXED ADJACENT TRANSPARENT SIDELITES <\/td>\n<\/tr>\n
684<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION BC 2501 GENERAL
SECTION BC 2502 DEFINITIONS
SECTION BC 2503 RESERVED
SECTION BC 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION BC 2505 SHEAR WALL CONSTRUCTION
SECTION BC 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
685<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION BC 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION BC 2508 GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
686<\/td>\nTABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
687<\/td>\nSECTION BC 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION BC 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
688<\/td>\nSECTION BC 2511 INTERIOR PLASTER
TABLE 2511.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION BC 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
689<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION BC 2513 EXPOSED AGGREGATE PLASTER
SECTION BC 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
690<\/td>\nCHAPTER 26 PLASTIC
SECTION BC 2601 GENERAL
SECTION BC 2602 DEFINITIONS
SECTION BC 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
694<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
695<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION BC 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
696<\/td>\nTABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION BC 2605 PLASTIC VENEER
SECTION BC 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
698<\/td>\nSECTION BC 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION BC 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
699<\/td>\nSECTION BC 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION BC 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
700<\/td>\nSECTION BC 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION BC 2612 PLASTIC COMPOSITES <\/td>\n<\/tr>\n
701<\/td>\nSECTION BC 2613 FIBER-REINFORCED POLYMER
SECTION BC 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
704<\/td>\nCHAPTER 27 ELECTRICAL
SECTION BC 2701 GENERAL
SECTION BC 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
708<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION BC 2801 GENERAL <\/td>\n<\/tr>\n
710<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION BC 2901 GENERAL <\/td>\n<\/tr>\n
712<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION BC 3001 GENERAL <\/td>\n<\/tr>\n
713<\/td>\nSECTION BC 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
714<\/td>\nSECTION BC 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
715<\/td>\nSECTION BC 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
716<\/td>\nSECTION BC 3005 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES AND CONTROL ROOMS
SECTION BC 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
717<\/td>\nSECTION BC 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
718<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
719<\/td>\nSECTION BC 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
721<\/td>\nSECTION BC 3009 SERVICE EQUIPMENT CERTIFICATES
SECTION BC 3010 ELEVATOR, AMUSEMENT AND OTHER DEVICE OPERATORS
SECTION BC 3011 ELEVATOR BEING SERVICED, REPAIRED, INSPECTED OR TESTED <\/td>\n<\/tr>\n
722<\/td>\nSECTION BC 3012 ACCIDENTS
SECTION BC 3013 EXISTING INSTALLATIONS
SECTION BC 3014 INSPECTION AND TESTING <\/td>\n<\/tr>\n
724<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION BC 3101 GENERAL
SECTION BC 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
726<\/td>\nSECTION BC 3103 TEMPORARY STRUCTURES
SECTION BC 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
728<\/td>\nSECTION BC 3105 AWNINGS, CANOPIES AND SUN CONTROL DEVICES
SECTION BC 3106 MARQUEES
SECTION BC 3107 SIGNS
SECTION BC 3108 RADIO, TELEVISION, AND TELECOMMUNICATIONS TOWERS AND ANTENNAS <\/td>\n<\/tr>\n
729<\/td>\nSECTION BC 3109 SWIMMING POOLS, SWIMMING POOL ENCLOSURES, AND SAFETY DEVICES <\/td>\n<\/tr>\n
732<\/td>\nSECTION BC 3110 AUTOMATIC VEHICULAR GATES
SECTION BC 3111 SIDEWALK CAF\u00c9S <\/td>\n<\/tr>\n
733<\/td>\nSECTION BC 3112 FENCES
SECTION BC 3113 PHOTOVOLTAIC PANELS AND MODULES
SECTION BC 3114 LARGE WIND TURBINES <\/td>\n<\/tr>\n
734<\/td>\nSECTION BC 3115 SMALL WIND TURBINES <\/td>\n<\/tr>\n
736<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION BC 3201 GENERAL
SECTION BC 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
742<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION OR DEMOLITION
SECTION BC 3301 GENERAL <\/td>\n<\/tr>\n
744<\/td>\nFIGURE 3301.9.1.4(1) FENCE PROJECT INFORMATION PANEL TEXT DETAIL <\/td>\n<\/tr>\n
745<\/td>\nFIGURE 3301.9.1.4(2) FENCE PROJECT INFORMATION PANEL LAYOUT
FIGURE 3301.9.1.4(3) FENCE PROJECT INFORMATION PANEL LAYOUT FOR SMALL LOTS <\/td>\n<\/tr>\n
746<\/td>\nFIGURE 3301.9.2.1 SIDEWALK SHED PARAPET INFORMATION PANEL LAYOUT <\/td>\n<\/tr>\n
747<\/td>\nFIGURE 3301.9.2.2 PANEL POSTING ELEVATION DIAGRAM <\/td>\n<\/tr>\n
752<\/td>\nSECTION BC 3302 DEFINITIONS <\/td>\n<\/tr>\n
754<\/td>\nSECTION BC 3303 SAFEGUARDS AND MAINTENANCE OF SITE <\/td>\n<\/tr>\n
766<\/td>\nSECTION BC 3304 SOIL AND FOUNDATION WORK <\/td>\n<\/tr>\n
768<\/td>\nTABLE 3304.4.1 MINIMUM SIZES OF TIMBER BRACING AND TIMBER SHEET PILING FOR TRENCHES NOT EXCEEDING 10 FEET (3048 MM) IN DEPTH AND 15 FEET (4572 MM) IN WIDTH <\/td>\n<\/tr>\n
769<\/td>\nTABLE 3304.4.2 MAXIMUM ALLOWABLE SLOPES AND STEPS <\/td>\n<\/tr>\n
771<\/td>\nSECTION BC 3305 MATERIAL PLACEMENT AND INSTALLATION <\/td>\n<\/tr>\n
773<\/td>\nTABLE 3305.3.2.3 MINIMUM LATERAL PRESSURES TO BE ASSUMED FOR FRESH CONCRETE WEIGHING 150 POUNDS PER CUBIC FOOT <\/td>\n<\/tr>\n
779<\/td>\nSECTION BC 3306 DEMOLITION <\/td>\n<\/tr>\n
786<\/td>\nSECTION BC 3307 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
795<\/td>\nSECTION BC 3308 UNENCLOSED PERIMETER PROTECTION <\/td>\n<\/tr>\n
801<\/td>\nSECTION BC 3309 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
805<\/td>\nSECTION BC 3310 REQUIREMENTS FOR THE CONSTRUCTION OR DEMOLITION OF MAJOR BUILDINGS <\/td>\n<\/tr>\n
809<\/td>\nSECTION BC 3311 EXPLOSIVE POWERED AND PROJECTILE TOOLS <\/td>\n<\/tr>\n
810<\/td>\nSECTION BC 3312 EXPLOSIVES AND BLASTING
SECTION BC 3313 FLAMMABLE AND COMBUSTIBLE MIXTURES, COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS
SECTION BC 3314 SCAFFOLDS <\/td>\n<\/tr>\n
817<\/td>\nTABLE 3314.4.4.12 MINIMUM DISTANCES FROM POWER LINES <\/td>\n<\/tr>\n
819<\/td>\nTABLE 3314.5.2 MAXIMUM PERMISSIBLE SPANS FOR 2-INCH PLANK USED ON SCAFFOLDS <\/td>\n<\/tr>\n
825<\/td>\nTABLE 3314.12.1(1) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE LIGHT DUTY SCAFFOLDS <\/td>\n<\/tr>\n
826<\/td>\nTABLE 3314.12.1(2) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE MEDIUM DUTY SCAFFOLDS <\/td>\n<\/tr>\n
827<\/td>\nTABLE 3314.12.1(3) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF SINGLE WOOD POLE HEAVY DUTY SCAFFOLDS <\/td>\n<\/tr>\n
828<\/td>\nTABLE 3314.12.1(4) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE LIGHT DUTY SCAFFOLDS <\/td>\n<\/tr>\n
829<\/td>\nTABLE 3314.12.1(5) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE MEDIUM DUTY SCAFFOLDS <\/td>\n<\/tr>\n
830<\/td>\nTABLE 3314.12.1(6) MINIMUM SIZE AND MAXIMUM SPACING OF MEMBERS OF INDEPENDENT WOOD POLE HEAVY DUTY SCAFFOLDS
TABLE 3314.12.3 SIZE AND NUMBER OF NAILS REQUIRED FOR SCAFFOLD CONSTRUCTION <\/td>\n<\/tr>\n
833<\/td>\nSECTION BC 3315 STRUCTURAL RAMPS, RUNWAYS, AND PLATFORMS <\/td>\n<\/tr>\n
834<\/td>\nSECTION BC 3316 HOISTING EQUIPMENT AND MATERIAL HANDLING EQUIPMENT <\/td>\n<\/tr>\n
839<\/td>\nSECTION BC 3317 MATERIAL HOISTS AND BUCKET HOISTS
SECTION BC 3318 PERSONNEL HOISTS
SECTION BC 3319 CRANES AND DERRICKS <\/td>\n<\/tr>\n
844<\/td>\nTABLE 3319.13 WIND MEASUREMENT REQUIREMENTS FOR CRANES AND DERRICKS <\/td>\n<\/tr>\n
845<\/td>\nSECTION BC 3320 ADDITIONAL REQUIREMENTS FOR CERTAIN MATERIAL HANDLING EQUIPMENT <\/td>\n<\/tr>\n
846<\/td>\nSECTION BC 3321 CONSTRUCTION SITE SAFETY TRAINING <\/td>\n<\/tr>\n
848<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
850<\/td>\nCHAPTER 35 REFERENCED STANDARDS
SECTION BC 3501 GENERAL
SECTION BC 3502 STANDARDS
AA
AAMA
AASHTO <\/td>\n<\/tr>\n
851<\/td>\nACI
AISC
AISI <\/td>\n<\/tr>\n
852<\/td>\nAMCA
ANSI <\/td>\n<\/tr>\n
853<\/td>\nAPA
API
APSP <\/td>\n<\/tr>\n
854<\/td>\nAREMA
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
855<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
862<\/td>\nAWC
AWCI <\/td>\n<\/tr>\n
863<\/td>\nAWPA
AWS
AWWA
BHMA
CEN <\/td>\n<\/tr>\n
864<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
865<\/td>\nCSSB
DASMA
DOC
DOJ <\/td>\n<\/tr>\n
866<\/td>\nDOL
DOT
DOTn
FEMA <\/td>\n<\/tr>\n
867<\/td>\nFM
GA
HPVA
HUD <\/td>\n<\/tr>\n
868<\/td>\nICC
IEC
ISO <\/td>\n<\/tr>\n
869<\/td>\nITU
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
871<\/td>\nPCI
PTI
RCSC
RMI <\/td>\n<\/tr>\n
872<\/td>\nSBCA
SDI
SJI
SPRI <\/td>\n<\/tr>\n
873<\/td>\nTIA
TMS
TPI
UL <\/td>\n<\/tr>\n
875<\/td>\nULC
USC
WCLIB
WDMA <\/td>\n<\/tr>\n
876<\/td>\nAPPENDIX A RESERVED <\/td>\n<\/tr>\n
878<\/td>\nAPPENDIX B RESERVED <\/td>\n<\/tr>\n
880<\/td>\nAPPENDIX C RESERVED <\/td>\n<\/tr>\n
882<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION BC D101 GENERAL
SECTION BC D102 BUILDING RESTRICTIONS
SECTION BC D103 CHANGES TO BUILDINGS
SECTION BC D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION BC D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
883<\/td>\nSECTION BC D106 FIRE DISTRICT MAPS FOR THE BOROUGHS OF STATEN ISLAND (RICHMOND COUNTY) AND QUEENS <\/td>\n<\/tr>\n
884<\/td>\nFIGURE D106.1(1) FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
885<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
886<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
887<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
888<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
889<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
890<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
891<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
892<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
893<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
894<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
895<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
896<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
897<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
898<\/td>\nFIGURE D106.1(1)\u2014continued FIRE DISTRICT MAPS BOROUGH OF STATEN ISLAND (RICHMOND COUNTY) <\/td>\n<\/tr>\n
899<\/td>\nFIGURE D106.1(2) FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
900<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
901<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
902<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
903<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
904<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
905<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
906<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
907<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
908<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
909<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
910<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
911<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
912<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
913<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
914<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
915<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
916<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
917<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
918<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
919<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
920<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
921<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
922<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
923<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
924<\/td>\nFIGURE D106.1(2)\u2014continued FIRE DISTRICT MAPS BOROUGH OF QUEENS <\/td>\n<\/tr>\n
926<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION BC E101 GENERAL
SECTION BC E102 DEFINITIONS
SECTION BC E103 ACCESSIBLE ROUTE
SECTION BC E104 SPECIAL OCCUPANCIES
TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
927<\/td>\nSECTION BC E105 OTHER FEATURES AND FACILITIES
SECTION BC E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
928<\/td>\nSECTION BC E107 SIGNAGE
SECTION BC E108 RESERVED
SECTION BC E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
929<\/td>\nSECTION BC E110 RESERVED
SECTION BC E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
932<\/td>\nAPPENDIX F RODENTPROOFING
SECTION BC F101 GENERAL
SECTION BC F102 PROTECTION <\/td>\n<\/tr>\n
934<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION BC G101 PURPOSE AND OBJECTIVES
SECTION BC G102 APPLICABILITY <\/td>\n<\/tr>\n
937<\/td>\nSECTION BC G103 ADMINISTRATION <\/td>\n<\/tr>\n
938<\/td>\nSECTION BC G104 PERMITS <\/td>\n<\/tr>\n
940<\/td>\nSECTION BC G105 VARIANCES <\/td>\n<\/tr>\n
941<\/td>\nSECTION BC G106 CERTIFICATES OF OCCUPANCY
SECTION BC G107 PERIODIC, PROGRESS AND SPECIAL INSPECTION REQUIREMENTS <\/td>\n<\/tr>\n
942<\/td>\nSECTION BC G201 DEFINITIONS <\/td>\n<\/tr>\n
944<\/td>\nSECTION BC G301 CONSTRUCTION STANDARDS
SECTION BC G302 SUBDIVISIONS
SECTION BC G303 SITE IMPROVEMENT <\/td>\n<\/tr>\n
945<\/td>\nSECTION BC G304 POST-FIRM CONSTRUCTION, HORIZONTAL ENLARGEMENTS AND SUBSTANTIAL IMPROVEMENTS <\/td>\n<\/tr>\n
950<\/td>\nSECTION BC G305 MANUFACTURED HOMES
SECTION BC G306 RECREATIONAL VEHICLES
SECTION BC G307 TANKS <\/td>\n<\/tr>\n
951<\/td>\nSECTION BC G308 OTHER BUILDING WORK <\/td>\n<\/tr>\n
952<\/td>\nSECTION BC G309 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION BC G310 UTILITY AND MISCELLANEOUS GROUP U
SECTION BC G311 HAZARDOUS SUBSTANCES <\/td>\n<\/tr>\n
953<\/td>\nSECTION BC G312 RETROACTIVE REQUIREMENTS
SECTION BC G401 REFERENCED STANDARDS <\/td>\n<\/tr>\n
954<\/td>\nSECTION BC G402 STANDARDS
SECTION BC G501 MODIFICATIONS TO REFERENCED STANDARDS <\/td>\n<\/tr>\n
955<\/td>\nTABLE 1-1 FLOOD DESIGN CLASS OF BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
956<\/td>\nTABLE 2-1 MINIMUM ELEVATION OF THE TOP OF LOWEST FLOOR FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH-HAZARD AREASa, COASTAL A-ZONESa
TABLE 4-1 MINIMUM ELEVATION OF BOTTOM OF LOWEST SUPPORTING HORIZONTAL STRUCTURAL MEMBER OF LOWEST FLOOR COASTAL HIGH-HAZARD AREAS AND COASTAL A-ZONES
TABLE 5-1 MINIMUM ELEVATION BELOW WHICH FLOOD-DAMAGE-RESISTANT MATERIALS SHALL BE USED
TABLE 6-1 MINIMUM ELEVATION OF FLOOD PROOFING FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH-HAZARD AREASa <\/td>\n<\/tr>\n
960<\/td>\nTABLE 7-1 MINIMUM ELEVATION OF ATTENDANT UTILITIES AND EQUIPMENT <\/td>\n<\/tr>\n
961<\/td>\nSECTION BC G601 RESERVED
SECTION BC G701 RESERVED
SECTION BC G801 RESERVED
SECTION BC G901 RESERVED
SECTION BC G1001 RESERVED
SECTION BC G1101 RESERVED <\/td>\n<\/tr>\n
962<\/td>\nAPPENDIX H OUTDOOR SIGNS
SECTION BC H101 GENERAL
SECTION BC H102 DEFINITIONS
SECTION BC H103 LOCATION
SECTION BC H104 IDENTIFICATION
SECTION BC H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
963<\/td>\nSECTION BC H106 ELECTRICAL
SECTION BC H107 MATERIAL LIMITATIONS <\/td>\n<\/tr>\n
964<\/td>\nSECTION BC H108 ANIMATED DEVICES
SECTION BC H109 GROUND SIGNS
SECTION BC H110 ROOF SIGNS
SECTION BC H111 WALL SIGNS
SECTION BC H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
965<\/td>\nTABLE H112.6 THICKNESS OF PROJECTING SIGNS
SECTION BC H113 MARQUEE SIGNS
SECTION BC H114 FLEXIBLE FABRIC SIGNS <\/td>\n<\/tr>\n
967<\/td>\nSECTION BC H115 PORTABLE SIGNS
SECTION BC H116 TEMPORARY SIGNS
SECTION BC H117 REFERENCED STANDARDS <\/td>\n<\/tr>\n
968<\/td>\nAPPENDIX I RESERVED <\/td>\n<\/tr>\n
970<\/td>\nAPPENDIX J RESERVED <\/td>\n<\/tr>\n
972<\/td>\nAPPENDIX K MODIFIED INDUSTRY STANDARDS FOR ELEVATORS AND CONVEYING SYSTEMS
CHAPTER K1 MODIFICATIONS TO ASME A17.1-2013, SAFETY CODE FOR ELEVATORS AND ESCALATORS
PART 1 GENERAL
SECTION 1.1 SCOPE
SECTION 1.2 PURPOSE AND EXCEPTIONS
SECTION 1.3 DEFINITIONS <\/td>\n<\/tr>\n
973<\/td>\nPART 2 ELECTRIC ELEVATORS
SECTION 2.1 CONSTRUCTION OF HOISTWAYS AND HOISTWAY ENCLOSURES
SECTION 2.2 PITS
SECTION 2.5 HORIZONTAL CAR AND COUNTER WEIGHT CLEARANCES <\/td>\n<\/tr>\n
974<\/td>\nSECTION 2.7 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS
FIGURE Q-2 <\/td>\n<\/tr>\n
975<\/td>\nSECTION 2.8 EQUIPMENT IN HOISTWAYS, MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS
SECTION 2.11 PROTECTION OF HOISTWAY OPENINGS <\/td>\n<\/tr>\n
976<\/td>\nSECTION 2.12 HOISTWAY DOOR LOCKING DEVICES AND ELECTRIC CONTACTS, AND HOISTWAY ACCESS SWITCHES <\/td>\n<\/tr>\n
977<\/td>\nSECTION 2.13 POWER OPERATION OF HOISTWAY DOORS AND CAR DOORS
SECTION 2.14 CAR ENCLOSURES, CAR DOORS AND GATES, AND CAR ILLUMINATION <\/td>\n<\/tr>\n
979<\/td>\nSECTION 2.15 CAR FRAMES AND PLATFORMS
SECTION 2.16 CAPACITY AND LOADING <\/td>\n<\/tr>\n
980<\/td>\nSECTION 2.18 SPEED GOVERNORS
SECTION 2.20 SUSPENSION MEANS AND THEIR CONNECTIONS
SECTION 2.21 COUNTERWEIGHTS
SECTION 2.22 BUFFERS AND BUMPERS <\/td>\n<\/tr>\n
981<\/td>\nSECTION 2.24 DRIVING MACHINES AND SHEAVES
SECTION 2.25 TERMINAL STOPPING DEVICES
SECTION 2.26 OPERATING DEVICES AND CONTROL EQUIPMENT <\/td>\n<\/tr>\n
982<\/td>\nSECTION 2.27 EMERGENCY OPERATION AND SIGNALING DEVICES <\/td>\n<\/tr>\n
986<\/td>\nFIGURE 2.27.3.1.6(h) VISUAL SIGNAL <\/td>\n<\/tr>\n
989<\/td>\nFIGURE 2.27.3.3.7 PANEL LAYOUT <\/td>\n<\/tr>\n
995<\/td>\nSECTION 2.28 LAYOUT DRAWINGS
SECTION 2.29 IDENTIFICATION <\/td>\n<\/tr>\n
996<\/td>\nPART 3 HYDRAULIC ELEVATORS
SECTION 3.7 MACHINERY SPACES, MACHINE ROOMS, CONTROL SPACES, AND CONTROL ROOMS
SECTION 3.16 CAPACITY AND LOADING
SECTION 3.26 OPERATING DEVICES AND CONTROL EQUIPMENT
PART 4 ELEVATORS WITH OTHER TYPES OF DRIVING MACHINES
SECTION 4.3 HAND ELEVATORS
PART 5 SPECIAL APPLICATION ELEVATORS
SECTION 5.2 LIMITED-USE\/LIMITED-APPLICATION ELEVATORS <\/td>\n<\/tr>\n
997<\/td>\nSECTION 5.3 PRIVATE RESIDENCE ELEVATORS <\/td>\n<\/tr>\n
999<\/td>\nSECTION 5.4 PRIVATE RESIDENCE INCLINED ELEVATORS
SECTION 5.5 POWER SIDEWALK ELEVATORS
SECTION 5.12 OUTSIDE EMERGENCY ELEVATORS
PART 6 ESCALATORS AND MOVING WALKS
SECTION 6.1 ESCALATORS <\/td>\n<\/tr>\n
1001<\/td>\nSECTION 6.2 MOVING WALKS <\/td>\n<\/tr>\n
1003<\/td>\nPART 7 DUMBWAITERS AND MATERIAL LIFTS
SECTION 7.1 POWER AND HAND DUMBWAITERS WITHOUT AUTOMATIC TRANSFER DEVICES
SECTION 7.4 MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES
SECTION 7.5 ELECTRIC MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES
SECTION 7.6 HYDRAULIC MATERIAL LIFTS WITHOUT AUTOMATIC TRANSFER DEVICES
SECTION 7.7 AUTOMATIC TRANSFER DEVICES
SECTION 7.9 ELECTRIC MATERIAL LIFTS WITH AUTOMATIC TRANSFER DEVICES
SECTION 7.10 HYDRAULIC MATERIAL LIFTS WITH AUTOMATIC TRANSFER DEVICES
SECTION 7.11 MATERIAL LIFTS WITH OBSCURED TRANSFER DEVICES <\/td>\n<\/tr>\n
1004<\/td>\nPART 8 GENERAL REQUIREMENTS
SECTION 8.1 SECURITY
SECTION 8.5 ESCALATOR AND MOVING WALK SAFETY REQUIREMENT FOR SEISMIC RISK ZONE 2 OR GREATER
SECTION 8.5 ESCALATOR AND MOVING WALK SEISMIC REQUIREMENTS <\/td>\n<\/tr>\n
1005<\/td>\nFIGURE 8.5.1 BALUSTRADE HANDRAIL FORCE <\/td>\n<\/tr>\n
1007<\/td>\nSECTION 8.6 MAINTENANCE, REPAIR, REPLACEMENT, AND TESTING
TABLE 8.5.5 COMPONENT-BASED ALLOWABLE DESIGN STRESSES <\/td>\n<\/tr>\n
1009<\/td>\nSECTION 8.7 ALTERATIONS\u2021 <\/td>\n<\/tr>\n
1011<\/td>\nSECTION 8.8 WELDING
SECTION 8.10 ACCEPTANCE INSPECTIONS AND TESTS
SECTION 8.11 PERIODIC INSPECTIONS AND WITNESSING OF TESTS <\/td>\n<\/tr>\n
1015<\/td>\nTABLE N1 REQUIRED INSPECTION AND TEST INTERVALS IN \u201cMONTHS <\/td>\n<\/tr>\n
1016<\/td>\nCHAPTER K2 MODIFICATIONS TO ASME B20.1\/2015, SAFETY STANDARD FOR CONVEYORS AND RELATED EQUIPMENT
4 DEFINITIONS
6 SPECIFIC SAFETY STANDARDS
SECTION 6.1 BELT CONVEYORS: FIXED IN PLACE
SECTION 6.2 GUARDING OF BUCKET CONVEYORS
SECTION 6.3 SAFETY CONSIDERATIONS FOR CHAIN CONVEYORS
SECTION 6.4 EN MASSE CONVEYORS
SECTION 6.5 FLIGHT AND APRON CONVEYORS: BULK MATERIAL
SECTION 6.6 INCLINED RECIPROCATING CONVEYORS
SECTION 6.7 LIVE ROLLER CONVEYORS: BELT OR CHAIN DRIVEN
SECTION 6.8 MOBILE CONVEYORS
SECTION 6.9 SAFETY CONSIDERATIONS FOR PORTABLE CONVEYORS, EXTENDABLE BELT CONVEYORS, AND CAR UNLOADERS
SECTION 6.10 SAFETY CONSIDERATIONS FOR PUSHER BAR CONVEYORS
SECTION 6.11 ROLLER AND WHEEL CONVEYORS
SECTION 6.12 SAFETY CONSIDERATIONS FOR SCREW CONVEYORS
SECTION 6.13 SAFETY CONSIDERATIONS FOR SHUTTLE CONVEYERS, BELT TRIPPERS, AND TRANSFER CARS
SECTION 6.14 SKIP HOISTS: BULK MATERIAL
SECTION 6.15 SLAT CONVEYORS AND ROLLER SLAT CONVEYORS
SECTION 6.16 SUSPENDED VERTICAL TRAY CONVEYORS <\/td>\n<\/tr>\n
1017<\/td>\nSECTION 6.17 TOW CONVEYORS
SECTION 6.17 TOW CONVEYORS (SHOPPING CAR CONVEYORS)
SECTION 6.18 TROLLEY CONVEYORS AND POWER AND FREE CONVEYORS
SECTION 6.19 VERTICAL ARTICULATED CONVEYORS
SECTION 6.20 VERTICAL CHAIN-OPPOSED SHELF TYPE CONVEYORS
SECTION 6.21 VERTICAL RECIPROCATING CONVEYORS <\/td>\n<\/tr>\n
1018<\/td>\nSECTION 6.22 MATERIAL ENCAPSULTING CONVEYORS
NON-MANDATORY APPENDIX I SPECIFICATIONS FOR DESIGN, INSTALLATION COMMISSIONING, AND PERIODIC INSPECTION OF VERTICAL RECIPROCATING CONVEYORS
CHAPTER K3 MODIFICATIONS TO ASME A17.3-2015, SAFETY CODE FOR EXISTING ELEVATORS AND ESCALATORS
PART I INTRODUCTION
SECTION 1.1 SCOPE
SECTION 1.5 ALTERATIONS, MAINTENANCE, AND INSPECTIONS AND TESTS
PART II HOISTWAYS AND RELATED CONSTRUCTION FORELECTRIC ELEVATORS
SECTION 2.1 HOISTWAYS
SECTION 2.2 MACHINE ROOMS AND MACHINERY SPACES <\/td>\n<\/tr>\n
1019<\/td>\nSECTION 2.4 CLEARANCES AND RUNBYS
SECTION 2.5 PROTECTION OF SPACES BELOW HOISTWAYS
SECTION 2.6 HOISTWAY ENTRANCES <\/td>\n<\/tr>\n
1020<\/td>\nSECTION 2.7 HOISTWAY-DOOR LOCKING DEVICES, PARKING DEVICES, AND ACCESS
SECTION 2.8 POWER OPERATION OF DOORS AND GATES
PART III MACHINERY AND EQUIPMENT FOR ELECTRIC ELEVATORS
SECTION 3.3 CAR FRAMES AND PLATFORMS
SECTION 3.4 CAR ENCLOSURES <\/td>\n<\/tr>\n
1021<\/td>\nSECTION 3.5 SAFETIES
SECTION 3.6 SPEED GOVERNORS
SECTION 3.8 DRIVING MACHINES AND SHEAVES <\/td>\n<\/tr>\n
1022<\/td>\nSECTION 3.9 TERMINAL STOPPING DEVICES
SECTION 3.10 OPERATING DEVICES AND CONTROL EQUIPMENT <\/td>\n<\/tr>\n
1024<\/td>\nSECTION 3.11 EMERGENCY OPERATION AND SIGNALING DEVICES
SECTION 3.12 SUSPENSION MEANS AND THEIR CONNECTIONS
PART IV HYDRAULIC ELEVATORS
SECTION 4.2 MECHANICAL EQUIPMENT
SECTION 4.3 DRIVING MACHINES <\/td>\n<\/tr>\n
1025<\/td>\nSECTION 4.5 TANKS
SECTION 4.7 OPERATING DEVICES AND CONTROL EQUIPMENT
SECTION 4.8 ADDITIONAL REQUIREMENTS FOR COUNTERWEIGHTED HYDRAULIC ELEVATORS
SECTION 4.9 ADDITIONAL REQUIREMENTS FOR ROPED HYDRAULIC ELEVATORS
PART V ESCALATORS
SECTION 5.1 CONSTRUCTION <\/td>\n<\/tr>\n
1026<\/td>\nSECTION 5.3 OPERATING AND SAFETY DEVICES
PART VI DUMBWAITERS
PART VII HAND ELEVATORS
SECTION 7.0 EXISTING HAND POWERED FREIGHT ELEVATORS
SECTION 7.1 HOISTWAY, HOISTWAY ENCLOSURES, AND RELATED CONSTRUCTION <\/td>\n<\/tr>\n
1027<\/td>\nSECTION 7.2 MACHINERY AND EQUIPMENT
PART VIII SIDEWALK ELEVATORS
SECTION 8.1 HOISTWAY, HOISTWAY ENCLOSURES, AND MACHINE ROOMS
SECTION 8.2 MACHINERY AND EQUIPMENT
PART IX MOVING WALKS
SECTION 9.2 PROTECTION OF SUPPORTS AND MACHINE SPACES AGAINST FIRE <\/td>\n<\/tr>\n
1028<\/td>\nSECTION 9.3 CONSTRUCTION REQUIREMENTS
SECTION 9.6 OPERATING AND SAFETY DEVICES
PART X PRIVATE RESIDENCE ELEVATORS
SCOPE <\/td>\n<\/tr>\n
1029<\/td>\nSECTION 10.1 HOISTWAY, HOISTWAY ENCLOSURES, AND RELATED CONSTRUCTION
SECTION 10.2 CARS
SECTION 10.3 COUNTERWEIGHTS
SECTION 10.4 SAFTETIES AND GOVERNORS
SECTION 10.5 CAR AND COUNTER WEIGHT GUIDE RAILS AND FASTENINGS
SECTION 10.6 CAR AND COUNTER WEIGHT BUFFERS
SECTION 10.7 DRIVING MACHINES, SHEAVES, AND THEIR SUPPORTS
SECTION 10.8 TERMINAL STOPPING DEVICES
SECTION 10.9 OPERATING DEVICES AND CONTROL EQUIPMENT
SECTION 10.10 EMERGENCY SIGNAL DEVICES
SECTION 10.11 LIMITATION OF LOAD, SPEED, AND RISE
SECTION 10.12 MARKING PLATES
SECTION 10.13 SUSPENSION MEANS <\/td>\n<\/tr>\n
1030<\/td>\nAPPENDIX L RESERVED <\/td>\n<\/tr>\n
1032<\/td>\nAPPENDIX M SUPPLEMENTARY REQUIREMENTS FOR ONE- AND TWO-FAMILY DWELLINGS
SECTION BC M101 GENERAL
SECTION BC M102 DEFINITIONS
SECTION BC M103 FIRE WALL SEPARATION <\/td>\n<\/tr>\n
1033<\/td>\nFIGURE M103(1) PARTY WALL VERTICAL SECTION <\/td>\n<\/tr>\n
1034<\/td>\nFIGURE M103(2) PARTY WALL PLAN SECTION <\/td>\n<\/tr>\n
1036<\/td>\nAPPENDIX N ASSISTIVE LISTENING SYSTEMS PERFORMANCE STANDARDS
SECTION BC N101 GENERAL
SECTION BC N102 INDUCTION LOOP SYSTEM
SECTION BC N103 INFRA-RED SYSTEM
SECTION BC N104 FM SYSTEM <\/td>\n<\/tr>\n
1038<\/td>\nAPPENDIX O RESERVED <\/td>\n<\/tr>\n
1040<\/td>\nAPPENDIX P RESERVED <\/td>\n<\/tr>\n
1042<\/td>\nAPPENDIX Q MODIFIED NATIONAL STANDARDS FOR AUTOMATIC SPRINKLER, STANDPIPE, FIRE PUMP, FIRE ALARM, AND SMOKE CONTROL SYSTEMS
SECTION BC Q101 SCOPE
SECTION BC Q102 INSTALLATION OF SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
1044<\/td>\nTABLE 8.16.2.4.2 SECTIONAL OR FLOOR VALVE SIZE MINIMUM SIZE OF DRAIN CONNECTION <\/td>\n<\/tr>\n
1049<\/td>\nSECTION BC Q103 INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES <\/td>\n<\/tr>\n
1050<\/td>\nANNEXES
SECTION BC Q104 INSTALLATION OF SPRINKLER SYSTEMS IN RESIDENTIAL OCCUPANCIES <\/td>\n<\/tr>\n
1051<\/td>\nANNEXES
SECTION BC Q105 INSTALLATION OF STANDPIPE AND HOSE SYSTEMS <\/td>\n<\/tr>\n
1061<\/td>\nANNEXES
SECTION BC Q106 INSTALLATION OF STATIONARY FIRE PUMPS <\/td>\n<\/tr>\n
1064<\/td>\nANNEXES
SECTION BC Q107 INSTALLATION OF FIRE ALARMS <\/td>\n<\/tr>\n
1070<\/td>\nAUXILIARY RADIO COMMUNICATIONS <\/td>\n<\/tr>\n
1071<\/td>\nANNEXES <\/td>\n<\/tr>\n
1072<\/td>\nSECTION BC Q108 INSTALLATION OF SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
1073<\/td>\nANNEXES <\/td>\n<\/tr>\n
1074<\/td>\nAPPENDIX R ACOUSTICAL TILE AND LAY-IN PANEL CEILING SUSPENSION SYSTEMS
SECTION BC R101 GENERAL
SECTION BC R102 MODIFICATIONS TO ASTM C 635 \u2013 STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS
FIGURE 1A INDIRECT HUNG SUSPENSION SYSTEM
FIGURE 1B INDIRECT HUNG SUSPENSION SYSTEM <\/td>\n<\/tr>\n
1075<\/td>\nFIGURE 1C FURRING BAR SUSPENSION SYSTEM
SECTION BC R103 MODIFICATIONS TO ASTM C 636 \u2013 STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN PANELS <\/td>\n<\/tr>\n
1076<\/td>\nFIGURE 1A HANGER CONNECTION DETAILS FOR CONSTRUCTION GROUPS I AND II <\/td>\n<\/tr>\n
1077<\/td>\nFIGURE 1B HANGER CONNECTION DETAILS FOR CONSTRUCTION GROUPS I AND II <\/td>\n<\/tr>\n
1080<\/td>\nAPPENDIX S SUPPLEMENTARY FIGURES FOR LUMINOUS EGRESS PATH MARKINGS
SECTION BC S101 GENERAL
FIGURE S101.1(1) DOOR-MOUNTING OPTIONS FOR PHOTOLUMINESCENT DOOR SIGNS <\/td>\n<\/tr>\n
1081<\/td>\nFIGURE S101.1(2) PHOTOLUMINESCENT MARKING AT HORIZONTAL LEADING EDGE OF STEP
FIGURE S101.1(3) PHOTOLUMINESCENT MARKING AT HORIZONTAL LEADING EDGE OF LANDING <\/td>\n<\/tr>\n
1082<\/td>\nFIGURE S101.1(4) PHOTOLUMINESCENT MARKINGS ON HANDRAILS <\/td>\n<\/tr>\n
1083<\/td>\nFIGURE S101.1(5) FLOOR-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES <\/td>\n<\/tr>\n
1084<\/td>\nFIGURE S101.1(6) OBSTACLE MOUNTING OPTIONS PHOTOLUMINESCENT PERIMETER DEMARCATION LINES <\/td>\n<\/tr>\n
1085<\/td>\nFIGURE S101.1(7) WALL-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES <\/td>\n<\/tr>\n
1086<\/td>\nFIGURE S101.1(8) WALL-MOUNTING OPTION FOR PHOTOLUMINESCENT PERIMETER DEMARCATION LINES THAT ARE NOT PROVIDED WITH DOOR FRAME MARKING
FIGURE S101.1(9) DIRECTIONAL SIGNAGE
FIGURE S101.1(10) NO-EXIT SIGNAGE <\/td>\n<\/tr>\n
1087<\/td>\nFIGURE S101.1(11) PHOTOLUMINESCENT MARKING OF INTERMEDIATE EXIT DOOR WITH PUSH BAR
FIGURE S101.1(12) PHOTOLUMINESCENT MARKING OF FINAL EXIT DOOR WITH DOOR HANDLE <\/td>\n<\/tr>\n
1088<\/td>\nFIGURE S101.1(13) PHOTOLUMINESCENT FINAL EXIT DOOR SIGNS
FIGURE S101.1(14) POSITIVE AND NEGATIVE OPTIONS FOR PHOTOLUMINESCENT DIRECTIONAL SIGNS
FIGURE S101.1(15) POSITIVE AND NEGATIVE OPTIONS FOR PHOTOLUMINESCENT DOOR-MOUNTED DOOR SIGNS <\/td>\n<\/tr>\n
1090<\/td>\nINDEX RESERVED <\/td>\n<\/tr>\n
1092<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
1093<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n
1094<\/td>\nICC LEARNING CENTER <\/td>\n<\/tr>\n
1095<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

New York City Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
NY<\/b><\/a><\/td>\n2022<\/td>\n1095<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":416805,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2744],"product_tag":[],"class_list":{"0":"post-416799","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\/416799","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\/416805"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=416799"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=416799"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=416799"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}