The scope of the International Building Code\u00ae (IBC\u00ae) includes all buildings except detached one- and two-family dwellings and townhouses up to three stories.<\/p>\n
The 2018 IBC contains many important changes such as:<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | 2018 IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n | ||||||
| 2<\/td>\n | 2018 IBC\u00ae TITLE PAGE <\/td>\n<\/tr>\n | ||||||
| 3<\/td>\n | COPYRIGHT <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | EFFECTIVE USE OF THE INTERNATIONAL BUILDING CODE <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | TABLE OF CONTENTS <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1\u2014SCOPE AND APPLICATION SECTION 101 GENERAL <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | SECTION 102 APPLICABILITY PART 2\u2014ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | SECTION 105 PERMITS <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, f, h, i <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | SECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | SECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | EQUATION 4-1 <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | SECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | TABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | SECTION 404 ATRIUMS <\/td>\n<\/tr>\n | ||||||
| 90<\/td>\n | SECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | SECTION 407 GROUP I-2 <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | SECTION 408 GROUP I-3 <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | SECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | [F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | [F] 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 LIQUIDSd, e, f <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa, h <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | [F] TABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n | ||||||
| 115<\/td>\n | [F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n | ||||||
| 122<\/td>\n | SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | SECTION 421 HYDROGEN FUEL GAS ROOMS <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | SECTION 424 CHILDREN\u2019S PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | SECTION 427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | SECTION 428 HIGHER EDUCATION LABORATORIES [F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n | ||||||
| 131<\/td>\n | SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b <\/td>\n<\/tr>\n | ||||||
| 134<\/td>\n | TABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b SECTION 506 BUILDING AREA <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | EQUATION 5-1 EQUATION 5-2 EQUATION 5-3 <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | TABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b <\/td>\n<\/tr>\n | ||||||
| 138<\/td>\n | TABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b EQUATION 5-4 EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 140<\/td>\n | SECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n | ||||||
| 143<\/td>\n | [F] TABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n | ||||||
| 146<\/td>\n | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n | ||||||
| 147<\/td>\n | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 153<\/td>\n | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n | ||||||
| 154<\/td>\n | EQUATION 7-1 EQUATION 7-2 <\/td>\n<\/tr>\n | ||||||
| 155<\/td>\n | FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n | ||||||
| 156<\/td>\n | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n | ||||||
| 157<\/td>\n | SECTION 706 FIRE WALLS <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n | ||||||
| 159<\/td>\n | SECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n | ||||||
| 160<\/td>\n | TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n | ||||||
| 161<\/td>\n | SECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n | ||||||
| 162<\/td>\n | SECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
| 164<\/td>\n | SECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n | ||||||
| 166<\/td>\n | SECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n | ||||||
| 167<\/td>\n | SECTION 714 PENETRATIONS <\/td>\n<\/tr>\n | ||||||
| 170<\/td>\n | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | SECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n | ||||||
| 172<\/td>\n | TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | TABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n | ||||||
| 177<\/td>\n | TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS SECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n | ||||||
| 178<\/td>\n | TABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n | ||||||
| 182<\/td>\n | SECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n | ||||||
| 185<\/td>\n | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n | ||||||
| 186<\/td>\n | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | TABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | TABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n | ||||||
| 189<\/td>\n | TABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n | ||||||
| 190<\/td>\n | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 192<\/td>\n | TABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 193<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 194<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 196<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p <\/td>\n<\/tr>\n | ||||||
| 198<\/td>\n | TABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 199<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 200<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 201<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 202<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 204<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 206<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 207<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 208<\/td>\n | TABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n | ||||||
| 209<\/td>\n | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n | ||||||
| 210<\/td>\n | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS 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 | ||||||
| 211<\/td>\n | TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | 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 FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | 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 | ||||||
| 214<\/td>\n | TABLE 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) <\/td>\n<\/tr>\n | ||||||
| 215<\/td>\n | TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n | ||||||
| 216<\/td>\n | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 217<\/td>\n | EQUATION 7-6 EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) <\/td>\n<\/tr>\n | ||||||
| 218<\/td>\n | TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 TABLE 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 <\/td>\n<\/tr>\n | ||||||
| 219<\/td>\n | EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 <\/td>\n<\/tr>\n | ||||||
| 220<\/td>\n | FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12 FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n | ||||||
| 221<\/td>\n | FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa, b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-13 <\/td>\n<\/tr>\n | ||||||
| 223<\/td>\n | EQUATION 7-14 EQUATION 7-15 EQUATOIN 7-16 <\/td>\n<\/tr>\n | ||||||
| 224<\/td>\n | FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17 <\/td>\n<\/tr>\n | ||||||
| 226<\/td>\n | TABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n | ||||||
| 227<\/td>\n | 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 | ||||||
| 228<\/td>\n | TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n | ||||||
| 229<\/td>\n | TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n | ||||||
| 231<\/td>\n | TABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n | ||||||
| 232<\/td>\n | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n | ||||||
| 233<\/td>\n | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n | ||||||
| 234<\/td>\n | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n | ||||||
| 238<\/td>\n | CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n | ||||||
| 240<\/td>\n | TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n | ||||||
| 241<\/td>\n | SECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n | ||||||
| 242<\/td>\n | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n | ||||||
| 243<\/td>\n | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 246<\/td>\n | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n | ||||||
| 249<\/td>\n | [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 254<\/td>\n | SECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 256<\/td>\n | SECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n | ||||||
| 257<\/td>\n | [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 267<\/td>\n | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n | ||||||
| 268<\/td>\n | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 270<\/td>\n | EQUATION 9-1 <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | EQUATION 9-2 <\/td>\n<\/tr>\n | ||||||
| 277<\/td>\n | SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-3 EQUATION 9-4 <\/td>\n<\/tr>\n | ||||||
| 278<\/td>\n | SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n | ||||||
| 279<\/td>\n | SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n | ||||||
| 282<\/td>\n | SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n | ||||||
| 284<\/td>\n | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION [F] SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 285<\/td>\n | SECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n | ||||||
| 286<\/td>\n | TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n | ||||||
| 287<\/td>\n | SECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
| 291<\/td>\n | SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n | ||||||
| 292<\/td>\n | SECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 295<\/td>\n | SECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS <\/td>\n<\/tr>\n | ||||||
| 297<\/td>\n | TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n | ||||||
| 303<\/td>\n | SECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n | ||||||
| 307<\/td>\n | SECTION 1012 RAMPS <\/td>\n<\/tr>\n | ||||||
| 308<\/td>\n | SECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n | ||||||
| 309<\/td>\n | SECTION 1014 HANDRAILS <\/td>\n<\/tr>\n | ||||||
| 310<\/td>\n | SECTION 1015 GUARDS <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | SECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n | ||||||
| 312<\/td>\n | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n | ||||||
| 313<\/td>\n | SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n | ||||||
| 315<\/td>\n | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS <\/td>\n<\/tr>\n | ||||||
| 316<\/td>\n | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n | ||||||
| 318<\/td>\n | SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n | ||||||
| 321<\/td>\n | SECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | SECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n | ||||||
| 323<\/td>\n | TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n | ||||||
| 327<\/td>\n | TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | SECTION 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 333<\/td>\n | SECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n | ||||||
| 334<\/td>\n | SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n | ||||||
| 335<\/td>\n | TABLE 1106.1 ACCESSIBLE PARKING SPACES SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 341<\/td>\n | TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n | ||||||
| 344<\/td>\n | TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES SECTION 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n | ||||||
| 345<\/td>\n | TABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n | ||||||
| 346<\/td>\n | SECTION 1111 SIGNAGE <\/td>\n<\/tr>\n | ||||||
| 348<\/td>\n | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION <\/td>\n<\/tr>\n | ||||||
| 349<\/td>\n | TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n | ||||||
| 350<\/td>\n | SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION <\/td>\n<\/tr>\n | ||||||
| 352<\/td>\n | SECTION 1207 INTERIOR SPACE DIMENSIONS SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 354<\/td>\n | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL <\/td>\n<\/tr>\n | ||||||
| 356<\/td>\n | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 357<\/td>\n | SECTION 1403 MATERIALS SECTION 1404 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n | ||||||
| 363<\/td>\n | SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | SECTION 1406 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n | ||||||
| 365<\/td>\n | TABLE 1406.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n | ||||||
| 366<\/td>\n | SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n | ||||||
| 367<\/td>\n | SECTION 1409 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n | ||||||
| 369<\/td>\n | SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D316 OR D71581 <\/td>\n<\/tr>\n | ||||||
| 370<\/td>\n | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE 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 <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n | ||||||
| 372<\/td>\n | TABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n | ||||||
| 373<\/td>\n | TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n | ||||||
| 374<\/td>\n | TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n | ||||||
| 375<\/td>\n | TABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n | ||||||
| 376<\/td>\n | TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n | ||||||
| 377<\/td>\n | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n | ||||||
| 378<\/td>\n | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n | ||||||
| 379<\/td>\n | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n | ||||||
| 381<\/td>\n | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n | ||||||
| 383<\/td>\n | SECTION 1508 ROOF INSULATION [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 385<\/td>\n | SECTION 1511 REROOFING <\/td>\n<\/tr>\n | ||||||
| 386<\/td>\n | SECTION 1512 PHOTOVOLTAIC PANELS AND MODULES <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n | ||||||
| 389<\/td>\n | SECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 390<\/td>\n | TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n | ||||||
| 391<\/td>\n | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 392<\/td>\n | SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n | ||||||
| 393<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 394<\/td>\n | EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n | ||||||
| 395<\/td>\n | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n | ||||||
| 396<\/td>\n | TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | EQUATION 16-23 TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 <\/td>\n<\/tr>\n | ||||||
| 399<\/td>\n | EQUATION 16-25 EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 <\/td>\n<\/tr>\n | ||||||
| 401<\/td>\n | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | TABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n | ||||||
| 403<\/td>\n | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n | ||||||
| 404<\/td>\n | FIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | FIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 407<\/td>\n | FIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 408<\/td>\n | FIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 409<\/td>\n | FIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 410<\/td>\n | FIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 411<\/td>\n | FIGURE 1609.3(5)\u2014continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 412<\/td>\n | FIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | FIGURE 1609.3(6)\u2014continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | FIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 415<\/td>\n | FIGURE 1609.3(7)\u2014continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 416<\/td>\n | FIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 417<\/td>\n | FIGURE 1609.3(8)\u2014continued BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n | ||||||
| 418<\/td>\n | EQUATION 16-34 SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS EQUATION 16-35 <\/td>\n<\/tr>\n | ||||||
| 419<\/td>\n | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n | ||||||
| 420<\/td>\n | [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n | ||||||
| 421<\/td>\n | [P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | [P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | [P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n | ||||||
| 424<\/td>\n | [P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HA <\/td>\n<\/tr>\n | ||||||
| 425<\/td>\n | SECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n | ||||||
| 426<\/td>\n | EQUATON 16-36 EQUATOIN 16-37 EQUATION 16-38 EQUATION 16-39 TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a <\/td>\n<\/tr>\n | ||||||
| 427<\/td>\n | TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n | ||||||
| 428<\/td>\n | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n | ||||||
| 429<\/td>\n | EQUATION 16-40 EQUATION 16-41 <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 432<\/td>\n | FIGURE 1613.2.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 433<\/td>\n | FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 434<\/td>\n | FIGURE 1613.2.1(2)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 435<\/td>\n | FIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | FIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 437<\/td>\n | FIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 438<\/td>\n | FIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 439<\/td>\n | FIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 440<\/td>\n | FIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n | ||||||
| 441<\/td>\n | FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n | ||||||
| 442<\/td>\n | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS <\/td>\n<\/tr>\n | ||||||
| 443<\/td>\n | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n | ||||||
| 445<\/td>\n | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n | ||||||
| 446<\/td>\n | TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 448<\/td>\n | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n | ||||||
| 453<\/td>\n | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n | ||||||
| 454<\/td>\n | SECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n | ||||||
| 456<\/td>\n | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n | ||||||
| 458<\/td>\n | SECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n | ||||||
| 459<\/td>\n | SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n | ||||||
| 460<\/td>\n | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n | ||||||
| 461<\/td>\n | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n | ||||||
| 463<\/td>\n | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n | ||||||
| 464<\/td>\n | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c EQUATION 18-1 <\/td>\n<\/tr>\n | ||||||
| 465<\/td>\n | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c EQUATION 18-2 EQUATION 18-3 <\/td>\n<\/tr>\n | ||||||
| 466<\/td>\n | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n | ||||||
| 467<\/td>\n | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n | ||||||
| 468<\/td>\n | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n | ||||||
| 469<\/td>\n | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u00b4 C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | SECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n | ||||||
| 475<\/td>\n | EQUATION 18-4 <\/td>\n<\/tr>\n | ||||||
| 478<\/td>\n | EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | EQUATION 18-9 EQUATION 18-10 <\/td>\n<\/tr>\n | ||||||
| 486<\/td>\n | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n | ||||||
| 487<\/td>\n | SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n | ||||||
| 489<\/td>\n | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n | ||||||
| 490<\/td>\n | SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n | ||||||
| 492<\/td>\n | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS <\/td>\n<\/tr>\n | ||||||
| 494<\/td>\n | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n | ||||||
| 495<\/td>\n | TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n | ||||||
| 496<\/td>\n | EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n | ||||||
| 497<\/td>\n | EQUATION 21-2 TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n | ||||||
| 500<\/td>\n | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n | ||||||
| 501<\/td>\n | SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n | ||||||
| 504<\/td>\n | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n | ||||||
| 505<\/td>\n | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n | ||||||
| 506<\/td>\n | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n | ||||||
| 507<\/td>\n | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n | ||||||
| 508<\/td>\n | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 510<\/td>\n | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n | ||||||
| 514<\/td>\n | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 515<\/td>\n | TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n | ||||||
| 516<\/td>\n | TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n | ||||||
| 517<\/td>\n | TABLE 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 SUPPORTSa TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) <\/td>\n<\/tr>\n | ||||||
| 518<\/td>\n | TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n | ||||||
| 520<\/td>\n | TABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 521<\/td>\n | TABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 522<\/td>\n | TABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 523<\/td>\n | TABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 524<\/td>\n | TABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n | ||||||
| 525<\/td>\n | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n | ||||||
| 527<\/td>\n | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2 <\/td>\n<\/tr>\n | ||||||
| 528<\/td>\n | TABLE 2305.2(2)V ALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n | ||||||
| 530<\/td>\n | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n | ||||||
| 531<\/td>\n | TABLE 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 LOADINGf <\/td>\n<\/tr>\n | ||||||
| 532<\/td>\n | TABLE 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 LOADINGb, g, h <\/td>\n<\/tr>\n | ||||||
| 533<\/td>\n | TABLE 2306.2(2)\u2014continued 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 PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n | ||||||
| 534<\/td>\n | TABLE 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 LOADINGb, f, g, i 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 ONLYa, b, c, d, e <\/td>\n<\/tr>\n | ||||||
| 535<\/td>\n | TABLE 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 <\/td>\n<\/tr>\n | ||||||
| 537<\/td>\n | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 538<\/td>\n | TABLE 2308.4.1.1(1)\u2014continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 539<\/td>\n | TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n | ||||||
| 540<\/td>\n | TABLE 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 | ||||||
| 541<\/td>\n | TABLE 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 | ||||||
| 542<\/td>\n | TABLE 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 | ||||||
| 543<\/td>\n | TABLE 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 | ||||||
| 544<\/td>\n | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n | ||||||
| 545<\/td>\n | FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 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 | ||||||
| 547<\/td>\n | FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n | ||||||
| 548<\/td>\n | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n | ||||||
| 549<\/td>\n | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n | ||||||
| 550<\/td>\n | TABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 551<\/td>\n | TABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n | ||||||
| 552<\/td>\n | TABLE 2308.6.3(1)\u2014continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n | ||||||
| 554<\/td>\n | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n | ||||||
| 556<\/td>\n | FIGURE 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 | ||||||
| 558<\/td>\n | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n | ||||||
| 559<\/td>\n | FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n | ||||||
| 560<\/td>\n | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n | ||||||
| 561<\/td>\n | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n | ||||||
| 562<\/td>\n | TABLE 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 | ||||||
| 563<\/td>\n | TABLE 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 | ||||||
| 564<\/td>\n | TABLE 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 | ||||||
| 565<\/td>\n | TABLE 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 | ||||||
| 566<\/td>\n | TABLE 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 | ||||||
| 567<\/td>\n | TABLE 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 | ||||||
| 568<\/td>\n | TABLE 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 | ||||||
| 569<\/td>\n | TABLE 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 | ||||||
| 570<\/td>\n | TABLE 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 | ||||||
| 571<\/td>\n | TABLE 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 | ||||||
| 572<\/td>\n | TABLE 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 | ||||||
| 573<\/td>\n | TABLE 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 | ||||||
| 574<\/td>\n | TABLE 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 | ||||||
| 575<\/td>\n | TABLE 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 | ||||||
| 576<\/td>\n | TABLE 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 | ||||||
| 577<\/td>\n | TABLE 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 | ||||||
| 578<\/td>\n | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n | ||||||
| 579<\/td>\n | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n | ||||||
| 580<\/td>\n | TABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n | ||||||
| 582<\/td>\n | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS <\/td>\n<\/tr>\n | ||||||
| 583<\/td>\n | EQUATION 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 EQUATION 24-10 EQUATION 24-11 <\/td>\n<\/tr>\n | ||||||
| 584<\/td>\n | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n | ||||||
| 585<\/td>\n | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n | ||||||
| 586<\/td>\n | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n | ||||||
| 587<\/td>\n | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n | ||||||
| 588<\/td>\n | SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n | ||||||
| 590<\/td>\n | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n | ||||||
| 591<\/td>\n | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 592<\/td>\n | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n | ||||||
| 593<\/td>\n | TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n | ||||||
| 594<\/td>\n | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n | ||||||
| 595<\/td>\n | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n | ||||||
| 596<\/td>\n | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n | ||||||
| 599<\/td>\n | FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n | ||||||
| 601<\/td>\n | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n | ||||||
| 602<\/td>\n | TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n | ||||||
| 604<\/td>\n | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n | ||||||
| 605<\/td>\n | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n | ||||||
| 606<\/td>\n | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n | ||||||
| 607<\/td>\n | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n | ||||||
| 608<\/td>\n | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n | ||||||
| 610<\/td>\n | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 612<\/td>\n | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL <\/td>\n<\/tr>\n | ||||||
| 614<\/td>\n | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n | ||||||
| 615<\/td>\n | [P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n | ||||||
| 616<\/td>\n | [P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n | ||||||
| 618<\/td>\n | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n | ||||||
| 619<\/td>\n | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n | ||||||
| 620<\/td>\n | SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n | ||||||
| 621<\/td>\n | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n | ||||||
| 626<\/td>\n | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n | ||||||
| 627<\/td>\n | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n | ||||||
| 629<\/td>\n | SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n | ||||||
| 630<\/td>\n | SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 GREENHOUSES SECTION 3113 RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n | ||||||
| 632<\/td>\n | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n | ||||||
| 634<\/td>\n | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK <\/td>\n<\/tr>\n | ||||||
| 635<\/td>\n | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n | ||||||
| 636<\/td>\n | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS <\/td>\n<\/tr>\n | ||||||
| 637<\/td>\n | SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON <\/td>\n<\/tr>\n | ||||||
| 638<\/td>\n | CHAPTER 34 RESERVED <\/td>\n<\/tr>\n | ||||||
| 640<\/td>\n | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC <\/td>\n<\/tr>\n | ||||||
| 641<\/td>\n | AISI ALI AMCA ANSI <\/td>\n<\/tr>\n | ||||||
| 642<\/td>\n | APA <\/td>\n<\/tr>\n | ||||||
| 643<\/td>\n | ASABE ASCE\/SEI <\/td>\n<\/tr>\n | ||||||
| 644<\/td>\n | ASME ASSE ASTM <\/td>\n<\/tr>\n | ||||||
| 655<\/td>\n | AWC AWCI <\/td>\n<\/tr>\n | ||||||
| 656<\/td>\n | AWPA AWS BHMA CEN CPA <\/td>\n<\/tr>\n | ||||||
| 657<\/td>\n | CPSC CSA CSSB DASMA <\/td>\n<\/tr>\n | ||||||
| 658<\/td>\n | DOC DOL DOTn FEMA FM <\/td>\n<\/tr>\n | ||||||
| 659<\/td>\n | GA HPVA ICC <\/td>\n<\/tr>\n | ||||||
| 660<\/td>\n | ISO <\/td>\n<\/tr>\n | ||||||
| 661<\/td>\n | MHI NAAMM NCMA NFPA <\/td>\n<\/tr>\n | ||||||
| 664<\/td>\n | PCI PTI RMI SBCA SDI SJI <\/td>\n<\/tr>\n | ||||||
| 665<\/td>\n | SPRI SRCC TIA TMS TPI <\/td>\n<\/tr>\n | ||||||
| 666<\/td>\n | UL <\/td>\n<\/tr>\n | ||||||
| 668<\/td>\n | ULC USC WCLIB WDMA WRI <\/td>\n<\/tr>\n | ||||||
| 670<\/td>\n | APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS [A] SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 672<\/td>\n | APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL <\/td>\n<\/tr>\n | ||||||
| 674<\/td>\n | APPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS <\/td>\n<\/tr>\n | ||||||
| 676<\/td>\n | APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n | ||||||
| 677<\/td>\n | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n | ||||||
| 678<\/td>\n | SECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 680<\/td>\n | APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n | ||||||
| 681<\/td>\n | TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n | ||||||
| 682<\/td>\n | SECTION E107 SIGNAGE SECTION E108 BUS STOPS <\/td>\n<\/tr>\n | ||||||
| 683<\/td>\n | SECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n | ||||||
| 684<\/td>\n | SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 686<\/td>\n | APPENDIX F RODENTPROOFING SECTION F101 GENERAL <\/td>\n<\/tr>\n | ||||||
| 688<\/td>\n | APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n | ||||||
| 689<\/td>\n | SECTION G104 PERMITS <\/td>\n<\/tr>\n | ||||||
| 690<\/td>\n | SECTION G105 VARIANCES <\/td>\n<\/tr>\n | ||||||
| 691<\/td>\n | SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT <\/td>\n<\/tr>\n | ||||||
| 692<\/td>\n | SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n | ||||||
| 693<\/td>\n | SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U SECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 694<\/td>\n | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION <\/td>\n<\/tr>\n | ||||||
| 695<\/td>\n | SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES <\/td>\n<\/tr>\n | ||||||
| 696<\/td>\n | SECTION H109 GROUND SIGNS SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n | ||||||
| 697<\/td>\n | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 698<\/td>\n | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n | ||||||
| 700<\/td>\n | APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n | ||||||
| 701<\/td>\n | SECTION J104 PERMIT APPLICATION AND SUBMITTALS SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n | ||||||
| 703<\/td>\n | SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 704<\/td>\n | APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS <\/td>\n<\/tr>\n | ||||||
| 705<\/td>\n | SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n | ||||||
| 706<\/td>\n | SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n | ||||||
| 708<\/td>\n | APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL <\/td>\n<\/tr>\n | ||||||
| 710<\/td>\n | APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
| 712<\/td>\n | APPENDIX N REPLICABLE BUILDINGS SECTION N101 ADMINISTRATION SECTION N102 DEFINITIONS SECTION N103 REPLICABLE DESIGN REQUIREMENTS SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS <\/td>\n<\/tr>\n | ||||||
| 713<\/td>\n | SECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n | ||||||
| 714<\/td>\n | INDEX <\/td>\n<\/tr>\n | ||||||
| 754<\/td>\n | ICC MEMBERSHIP – BENEFITS THAT WORK FOR YOU <\/td>\n<\/tr>\n | ||||||
| 755<\/td>\n | ICC EVALUATION SERVICE <\/td>\n<\/tr>\n | ||||||
| 756<\/td>\n | GET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED <\/td>\n<\/tr>\n | ||||||
| 757<\/td>\n | VALUABLE GUIDES TO CHANGES IN THE 2018 I-CODES\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" International Building Code<\/b><\/p>\n |