{"id":28062,"date":"2024-10-17T02:56:10","date_gmt":"2024-10-17T02:56:10","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ny-buildingcode-10\/"},"modified":"2024-10-24T14:01:00","modified_gmt":"2024-10-24T14:01:00","slug":"ny-buildingcode-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ny\/ny-buildingcode-10\/","title":{"rendered":"NY BuildingCode 10"},"content":{"rendered":"<p>&nbsp;<span class=\"Apple-style-span\" style=\"font-family: Arial, Helvetica, sans-serif\"><span class=\"Apple-style-span\" style=\"line-height: 19px\">A fully integrated custom code based on the 2006 International Building Code\u00ae (IBC\u00ae). The scope of this code covers all buildings except three-story one- and two-family dwellings and townhomes.<\/span> <\/span><\/p>\n<p style=\"font-size: 12px;line-height: 19px;margin-top: 2px;margin-right: 0px;margin-bottom: 6px;margin-left: 0px;padding-top: 0px;padding-right: 0px;padding-bottom: 0px;padding-left: 0px\">Features:<\/p>\n<ul style=\"margin-left: auto\">\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Time-tested safety concepts<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Structural and fire and life safety provisions covering means of egress<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Interior finish requirements<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Comprehensive roof provisions<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Seismic engineering provisions<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Innovative construction technology<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Occupancy classifications<\/li>\n<li style=\"font-size: 12px;font-weight: normal;line-height: 22px;padding-bottom: 1px;padding-top: 0px;margin-left: 10px;list-style-type: disc\">Latest industry standards in material design<\/li>\n<\/ul>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>1<b><\/td>\n<td>2010 STATE OF NEW YORK BUILDING CODE  <\/td>\n<\/tr>\n<tr>\n<td><b>2<b><\/td>\n<td>COPYRIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>3<b><\/td>\n<td>ACKNOWLEDGEMENTS <br \/> STATE FIRE PREVENTION AND BUILDING CODE COUNCIL <br \/> DEPARTMENT OF STATE <br \/> BUILDING CODE TECHNICAL SUBCOMMITTEE  <\/td>\n<\/tr>\n<tr>\n<td><b>4<b><\/td>\n<td>CONTENT <br \/> MARGINAL MARKINGS <br \/> LETTER DESIGNATIONS IN FRONT OF SECTION NUMBERS  <\/td>\n<\/tr>\n<tr>\n<td><b>5<b><\/td>\n<td>TABLE OF CONTENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>11<b><\/td>\n<td>CHAPTER 1 &#8211; GENERAL REQUIREMENTS <br \/> SECTION 101 &#8211; TITLE, SCOPE AND PURPOSE <br \/> SECTION 102 &#8211; APPLICABILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>12<b><\/td>\n<td>SECTION 103 &#8211; MATERIALS, EQUIPMENT AND METHODS OF CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>13<b><\/td>\n<td>SECTION 104 &#8211; SERVICE UTILITIES <br \/> SECTION 105 &#8211; TEMPORARY STRUCTURES <br \/> SECTION 106 &#8211; MODULAR BUILDINGS <br \/> SECTION 107 &#8211; ADMINISTRATION AND ENFORCEMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>15<b><\/td>\n<td>CHAPTER 2 &#8211; DEFINITIONS <br \/> SECTION 201 &#8211; GENERAL <br \/> SECTION 202 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>27<b><\/td>\n<td>CHAPTER 3 &#8211; USE AND OCCUPANCY CLASSIFICATION <br \/> SECTION 301 &#8211; GENERAL <br \/> SECTION 302 &#8211; CLASSIFICATION <br \/> SECTION 303 &#8211; ASSEMBLY GROUP A  <\/td>\n<\/tr>\n<tr>\n<td><b>28<b><\/td>\n<td>SECTION 304 &#8211; BUSINESS GROUP B <br \/> SECTION 305 &#8211; EDUCATIONAL GROUP E <br \/> SECTION 306 &#8211; FACTORY GROUP F  <\/td>\n<\/tr>\n<tr>\n<td><b>29<b><\/td>\n<td>SECTION 307 &#8211; HIGH-HAZARD GROUP H  <\/td>\n<\/tr>\n<tr>\n<td><b>31<b><\/td>\n<td>TABLE 307.1(1) &#8211; MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>TABLE 307.1(2) &#8211; MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>SECTION 308 &#8211; INSTITUTIONAL GROUP I  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>SECTION 309 &#8211; MERCANTILE GROUP M  <\/td>\n<\/tr>\n<tr>\n<td><b>39<b><\/td>\n<td>SECTION 310 &#8211; RESIDENTIAL GROUP R <br \/> SECTION 311 &#8211; STORAGE GROUP S  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>SECTION 312 &#8211; UTILITY AND MISCELLANEOUS GROUP U  <\/td>\n<\/tr>\n<tr>\n<td><b>41<b><\/td>\n<td>CHAPTER 4 &#8211; SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY <br \/> SECTION 401 &#8211; SCOPE <br \/> SECTION 402 &#8211; COVERED MALL BUILDINGS <br \/> EQUATION 4-1  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>SECTION 403 &#8211; HIGH-RISE BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>SECTION 404 &#8211; ATRIUMS  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>SECTION 405 &#8211; UNDERGROUND BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>SECTION 406 &#8211; MOTOR-VEHICLE-RELATED OCCUPANCIES  <\/td>\n<\/tr>\n<tr>\n<td><b>49<b><\/td>\n<td>TABLE 406.3.5 &#8211; OPEN PARKING GARAGES AREA AND HEIGHT  <\/td>\n<\/tr>\n<tr>\n<td><b>51<b><\/td>\n<td>SECTION 407 &#8211; GROUP I-2  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>SECTION 408 &#8211; GROUP I-3  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>SECTION 409 &#8211; MOTION PICTURE PROJECTION ROOMS <br \/> SECTION 410 &#8211; STAGES AND PLATFORMS  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>SECTION 411 &#8211; SPECIAL AMUSEMENT BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>57<b><\/td>\n<td>SECTION 412 &#8211; AIRCRAFT-RELATED OCCUPANCIES <br \/> TABLE 412.1.2 &#8211; HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>SECTION 413 &#8211; COMBUSTIBLE STORAGE <br \/> SECTION 414 &#8211; HAZARDOUS MATERIALS <br \/> TABLE 414.2.2 &#8211; DESIGN AND NUMBER OF CONTROL AREAS  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>TABLE 414.2.5(1) &#8211; MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES           NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS  <\/td>\n<\/tr>\n<tr>\n<td><b>61<b><\/td>\n<td>TABLE 414.2.5(2) &#8211; MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA  <\/td>\n<\/tr>\n<tr>\n<td><b>62<b><\/td>\n<td>TABLE 414.5.1 &#8211; EXPLOSION CONTROL REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>63<b><\/td>\n<td>SECTION 415 &#8211; GROUPS H-1\u201a H-2\u201a H-3\u201a H-4 AND H-5  <\/td>\n<\/tr>\n<tr>\n<td><b>65<b><\/td>\n<td>TABLE 415.3.1 &#8211; MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>TABLE 415.3.1\u2014CONTINUED MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>67<b><\/td>\n<td>TABLE 415.3.2 &#8211; REQUIRED DETACHED STORAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>71<b><\/td>\n<td>TABLE 415.8.2.1.1 &#8211; QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5  <\/td>\n<\/tr>\n<tr>\n<td><b>75<b><\/td>\n<td>SECTION 416 &#8211; APPLICATION OF FLAMMABLE FINISHES  <\/td>\n<\/tr>\n<tr>\n<td><b>76<b><\/td>\n<td>SECTION 417 &#8211; DRYING ROOMS <br \/> SECTION 418 &#8211; ORGANIC COATINGS <br \/> SECTION 419 &#8211; GROUP I-1\u201a R-1\u201a R-2\u201a R-3 <br \/> SECTION 420 &#8211; HYDROGEN CUTOFF ROOMS  <\/td>\n<\/tr>\n<tr>\n<td><b>79<b><\/td>\n<td>CHAPTER 5 &#8211; GENERAL BUILDING HEIGHTS AND AREAS <br \/> SECTION 501 &#8211; GENERAL <br \/> SECTION 502 &#8211; DEFINITIONS <br \/> SECTION 503 &#8211; GENERAL HEIGHT AND AREA LIMITATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASa Height limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of \u2018Area, building,\u2019 per story  <\/td>\n<\/tr>\n<tr>\n<td><b>81<b><\/td>\n<td>SECTION 504 &#8211; HEIGHT <br \/> SECTION 505 &#8211; MEZZANINES  <\/td>\n<\/tr>\n<tr>\n<td><b>82<b><\/td>\n<td>SECTION 506 &#8211; AREA MODIFICATIONS <br \/> EQUATION 5-1 <br \/> EQUATION 5-2  <\/td>\n<\/tr>\n<tr>\n<td><b>83<b><\/td>\n<td>SECTION 507 &#8211; UNLIMITED AREA BUILDINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>84<b><\/td>\n<td>SECTION 508 &#8211; MIXED USE AND OCCUPANCY  <\/td>\n<\/tr>\n<tr>\n<td><b>85<b><\/td>\n<td>TABLE 508.2 &#8211; INCIDENTAL USE AREAS  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>TABLE 508.3.3 &#8211; REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <br \/> SECTION 509 &#8211; SPECIAL PROVISIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>89<b><\/td>\n<td>CHAPTER 6 &#8211; TYPES OF CONSTRUCTION <br \/> SECTION 601 &#8211; GENERAL <br \/> SECTION 602 &#8211; CONSTRUCTION CLASSIFICATION  <\/td>\n<\/tr>\n<tr>\n<td><b>90<b><\/td>\n<td>TABLE 601 &#8211; FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) <br \/> TABLE 602 &#8211; FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <br \/> TABLE 602.4 &#8211; WOOD MEMBER SIZE  <\/td>\n<\/tr>\n<tr>\n<td><b>91<b><\/td>\n<td>SECTION 603 &#8211; COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>93<b><\/td>\n<td>CHAPTER 7 &#8211; FIRE-RESISTANCE-RATED CONSTRUCTION <br \/> SECTION 701 &#8211; GENERAL <br \/> SECTION 702 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>SECTION 703 &#8211; FIRE-RESISTANCE RATINGS AND FIRE TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>SECTION 704 &#8211; EXTERIOR WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>96<b><\/td>\n<td>EQUATION 7-1 <br \/> FIGURE 704.7 &#8211; EQUIVALENT OPENING FACTOR <br \/> EQUATION 7-2  <\/td>\n<\/tr>\n<tr>\n<td><b>97<b><\/td>\n<td>TABLE 704.8 &#8211; MAXIMUM AREA OF EXTERIOR WALL OPENINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>98<b><\/td>\n<td>SECTION 705 &#8211; FIRE WALLS <br \/> TABLE 705.4 &#8211; FIRE WALL FIRE-RESISTANCE RATINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>SECTION 706 &#8211; FIRE BARRIERS <br \/> TABLE 706.3.9 &#8211; FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS  <\/td>\n<\/tr>\n<tr>\n<td><b>101<b><\/td>\n<td>SECTION 707 &#8211; SHAFT ENCLOSURES  <\/td>\n<\/tr>\n<tr>\n<td><b>104<b><\/td>\n<td>SECTION 708 &#8211; FIRE PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>105<b><\/td>\n<td>SECTION 709 &#8211; SMOKE BARRIERS <br \/> SECTION 710 &#8211; SMOKE PARTITIONS <br \/> SECTION 711 &#8211; HORIZONTAL ASSEMBLIES  <\/td>\n<\/tr>\n<tr>\n<td><b>106<b><\/td>\n<td>SECTION 712 &#8211; PENETRATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>108<b><\/td>\n<td>SECTION 713 &#8211; FIRE-RESISTANT JOINT SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>109<b><\/td>\n<td>SECTION 714 &#8211; FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS  <\/td>\n<\/tr>\n<tr>\n<td><b>110<b><\/td>\n<td>SECTION 715 &#8211; OPENING PROTECTIVES <br \/> TABLE 715.4 &#8211; FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>113<b><\/td>\n<td>TABLE 715.5 &#8211; FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <br \/> TABLE 715.5.3 &#8211; LIMITING SIZES OF WIRED GLASS PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>114<b><\/td>\n<td>SECTION 716 &#8211; DUCTS AND AIR TRANSFER OPENINGS <br \/> TABLE 716.3.1 &#8211; FIRE DAMPER RATING  <\/td>\n<\/tr>\n<tr>\n<td><b>117<b><\/td>\n<td>SECTION 717 &#8211; CONCEALED SPACES  <\/td>\n<\/tr>\n<tr>\n<td><b>119<b><\/td>\n<td>SECTION 718 &#8211; FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <br \/> SECTION 719 &#8211; THERMAL- AND SOUND-INSULATING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>121<b><\/td>\n<td>TABLE 720.1(1) &#8211; MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>122<b><\/td>\n<td>TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>123<b><\/td>\n<td>TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>124<b><\/td>\n<td>TABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>125<b><\/td>\n<td>TABLE 720.1(2) &#8211; RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>126<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>127<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>128<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>129<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>130<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>131<b><\/td>\n<td>TABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>132<b><\/td>\n<td>TABLE 720.1(3) &#8211; MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>133<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>134<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>135<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>136<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>137<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>138<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>139<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>140<b><\/td>\n<td>TABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>141<b><\/td>\n<td>SECTION 720 &#8211; PRESCRIPTIVE FIRE RESISTANCE <br \/> SECTION 721 &#8211; CALCULATED FIRE RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>142<b><\/td>\n<td>TABLE 721.2.1.1 &#8211; MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOADBEARING <br \/> EQUATION 7-3 <br \/> FIGURE 721.2.1.2 &#8211; FIRE-RESISTANCE RATINGS OF TWO WYTHE CONCRETE WALLS <br \/> TABLE 721.2.1.2(2) &#8211; FIRE-RESISTANCE RATINGS BASED ON R  <\/td>\n<\/tr>\n<tr>\n<td><b>143<b><\/td>\n<td>EQUATION 7-4 <br \/> TABLE 721.2.1.2(1) &#8211; VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 <br \/> FIGURE 721.2.1.3.1 &#8211; CERAMIC FIBER JOINT PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>144<b><\/td>\n<td>TABLE 721.2.1.4(1) &#8211; MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <br \/> TABLE 721.2.1.4(2) &#8211; TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL  <\/td>\n<\/tr>\n<tr>\n<td><b>145<b><\/td>\n<td>TABLE 721.2.2.1 &#8211; MINIMUM SLAB THICKNESS (inches) <br \/> FIGURE 721.2.2.1.2 &#8211; DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <br \/> EQUATION 7-5 <br \/> FIGURE 721.2.2.1.3 &#8211; SLABS WITH RIBBED OR UNDULATING SOFFITS  <\/td>\n<\/tr>\n<tr>\n<td><b>146<b><\/td>\n<td>FIGURE 721.2.2.2 &#8211; FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <br \/> FIGURE 721.2.2.3(1) &#8211; FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <br \/> FIGURE 721.2.2.3(2) &#8211; FIRE-RESISTANCE RATINGS FOR CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>147<b><\/td>\n<td>TABLE 721.2.3(1) &#8211; COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) <br \/> TABLE 721.2.3(2) &#8211; COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <br \/> TABLE 721.2.3(3) &#8211; MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OFSTRUCTURAL CONCRETE)  <\/td>\n<\/tr>\n<tr>\n<td><b>148<b><\/td>\n<td>TABLE 721.2.3(4) &#8211; MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH <br \/> TABLE 721.2.3(5) &#8211; MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <br \/> TABLE 721.2.4 &#8211; MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)  <\/td>\n<\/tr>\n<tr>\n<td><b>149<b><\/td>\n<td>EQUATION 7-6 <br \/> TABLE 721.3.2 &#8211; MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>150<b><\/td>\n<td>EQUATION 7-7 <br \/> TABLE 721.3.4 &#8211; MINIMUM COVER OF LONGITUDINAL REINFORCEMENT INFIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) <br \/> TABLE 721.3.5 &#8211; MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS(inches) <br \/> EQUATION 7-8 <br \/> TABLE 721.4.1(1) &#8211; FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>151<b><\/td>\n<td>TABLE 721.4.1(2) &#8211; FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <br \/> TABLE 721.4.1(3) &#8211; VALUES OF Rn0.59 <br \/> TABLE 721.4.1(4) &#8211; COEFFICIENTS FOR PLASTER, pl a <br \/> TABLE 721.4.1(5) &#8211; REINFORCED MASONRY LINTELS <br \/> TABLE 721.4.1(6) &#8211; REINFORCED CLAY MASONRY COLUMNS <br \/> EQUATION 7-9  <\/td>\n<\/tr>\n<tr>\n<td><b>152<b><\/td>\n<td>EQUATION 7-10 <br \/> EQUATION 7-11 <br \/> FIGURE 721.5.1(1) &#8211; DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>153<b><\/td>\n<td>TABLE 721.5.1(1) &#8211; W\/D RATIOS FOR STEEL COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>154<b><\/td>\n<td>TABLE 721.5.1(2) &#8211; PROPERTIES OF CONCRETE <br \/> TABLE 721.5.1(3) &#8211; THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS  <\/td>\n<\/tr>\n<tr>\n<td><b>155<b><\/td>\n<td>TABLE 721.5.1(4) &#8211; WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES  <\/td>\n<\/tr>\n<tr>\n<td><b>156<b><\/td>\n<td>TABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES  <\/td>\n<\/tr>\n<tr>\n<td><b>157<b><\/td>\n<td>TABLE 721.5.1(5) &#8211; FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>158<b><\/td>\n<td>TABLE 721.5.1(5)\u2014continuedFIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>159<b><\/td>\n<td>TABLE 721.5.1(6) &#8211; FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>160<b><\/td>\n<td>TABLE 721.5.1(6)\u2014continued FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <br \/> TABLE 721.5.1(7) &#8211; MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] <br \/> TABLE 721.5.1(8) &#8211; MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INSTRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE721.5.1(6)(c)]  <\/td>\n<\/tr>\n<tr>\n<td><b>161<b><\/td>\n<td>TABLE 721.5.1(9) &#8211; MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] <br \/> TABLE 721.5.1(10) &#8211; MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE721.5.1(6)(a  <\/td>\n<\/tr>\n<tr>\n<td><b>162<b><\/td>\n<td>EQUATION 7-12 <br \/> EQUATION 7-13 <br \/> FIGURE 721.5.1(2) &#8211;  GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS  <\/td>\n<\/tr>\n<tr>\n<td><b>163<b><\/td>\n<td>FIGURE 721.5.1(3) &#8211; GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <br \/> FIGURE 721.5.1(4) &#8211; FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD <br \/> FIGURE 721.5.1(5) &#8211; WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY APPLIED FIRE-RESISTANT MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>164<b><\/td>\n<td>EQUATION 7-14 <br \/> FIGURE 721.5.1(6) &#8211; CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS <br \/> EQUATION 7-15  <\/td>\n<\/tr>\n<tr>\n<td><b>165<b><\/td>\n<td>EQUATION 7-16 <br \/> FIGURE 721.5.1(7) &#8211; CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <br \/> FIGURE 721.5.2 &#8211; DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS  <\/td>\n<\/tr>\n<tr>\n<td><b>166<b><\/td>\n<td>EQUATION 7-17 <br \/> TABLE 721.6.2(1) &#8211; TIME ASSIGNED TO WALLBOARD MEMBRANES  <\/td>\n<\/tr>\n<tr>\n<td><b>167<b><\/td>\n<td>TABLE 721.6.2(2) &#8211; TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <br \/> TABLE 721.6.2(3) &#8211; MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS <br \/> TABLE 721.6.2(4) &#8211; FLOORING OR ROOFING OVER WOOD FRAMING <br \/> TABLE 721.6.2(5) &#8211; TIME ASSIGNED FOR ADDITIONAL PROTECT  <\/td>\n<\/tr>\n<tr>\n<td><b>168<b><\/td>\n<td>EQUATION 7-18 <br \/> EQUATION 7-19 <br \/> FIGURE 721.6.3(1) &#8211; LOAD FIGURE <br \/> FIGURE 721.6.3(2) &#8211; EFFECTIVE LENGTH FACTORS <br \/> EQUATION 7-20 <br \/> EQUATION 7-21  <\/td>\n<\/tr>\n<tr>\n<td><b>169<b><\/td>\n<td>CHAPTER 8 &#8211; INTERIOR FINISHES <br \/> SECTION 801 &#8211; GENERAL <br \/> SECTION 802 &#8211; DEFINITIONS <br \/> SECTION 803 &#8211; WALL AND CEILING FINISHES  <\/td>\n<\/tr>\n<tr>\n<td><b>171<b><\/td>\n<td>TABLE 803.5 &#8211; INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <br \/> SECTION 804 &#8211; INTERIOR FLOOR FINISH  <\/td>\n<\/tr>\n<tr>\n<td><b>172<b><\/td>\n<td>SECTION 805 &#8211; COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION <br \/> SECTION 806 &#8211; DECORATIVE MATERIALS AND TRIM  <\/td>\n<\/tr>\n<tr>\n<td><b>175<b><\/td>\n<td>CHAPTER 9 &#8211; FIRE PROTECTION SYSTEMS <br \/> SECTION 901 &#8211; GENERAL <br \/> SECTION 902 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>178<b><\/td>\n<td>SECTION 903 &#8211; AUTOMATIC SPRINKLER SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>179<b><\/td>\n<td>TABLE 903.2.4.2 &#8211; GROUP H-5 SPRINKLER DESIGN CRITERIA  <\/td>\n<\/tr>\n<tr>\n<td><b>180<b><\/td>\n<td>TABLE 903.2.13 &#8211; ADDITIONAL REQUIRED SUPPRESSION SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>182<b><\/td>\n<td>SECTION 904 &#8211; ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>184<b><\/td>\n<td>SECTION 905 &#8211; STANDPIPE SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>186<b><\/td>\n<td>SECTION 906 &#8211; PORTABLE FIRE EXTINGUISHERS <br \/> SECTION 907 &#8211; FIRE ALARM AND DETECTION SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>193<b><\/td>\n<td>TABLE 907.9.1.3 VISIBLE AND AUDIBLE ALARMS  <\/td>\n<\/tr>\n<tr>\n<td><b>194<b><\/td>\n<td>SECTION 908 &#8211; EMERGENCY ALARM SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>195<b><\/td>\n<td>SECTION 909 &#8211; SMOKE CONTROL SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>197<b><\/td>\n<td>EQUATION 9-1 <br \/> EQUATION 9-2 <br \/> EQUATION 9-3  <\/td>\n<\/tr>\n<tr>\n<td><b>202<b><\/td>\n<td>SECTION 910 &#8211; SMOKE AND HEAT VENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>203<b><\/td>\n<td>TABLE 910.3 &#8211; REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS <br \/> EQUATION 9-4 <br \/> SECTION 911 &#8211; FIRE COMMAND CENTER  <\/td>\n<\/tr>\n<tr>\n<td><b>204<b><\/td>\n<td>SECTION 912 &#8211; FIRE DEPARTMENT CONNECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>205<b><\/td>\n<td>CHAPTER 10 &#8211; MEANS OF EGRESS <br \/> SECTION 1001 &#8211; ADMINISTRATION <br \/> SECTION 1002 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>206<b><\/td>\n<td>SECTION 1003 &#8211; GENERAL MEANS OF EGRESS  <\/td>\n<\/tr>\n<tr>\n<td><b>207<b><\/td>\n<td>SECTION 1004 &#8211; OCCUPANT LOAD  <\/td>\n<\/tr>\n<tr>\n<td><b>208<b><\/td>\n<td>TABLE 1004.1.1 &#8211; MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT  <\/td>\n<\/tr>\n<tr>\n<td><b>209<b><\/td>\n<td>TABLE 1005.1 &#8211; EGRESS WIDTH PER OCCUPANT SERVED <br \/> SECTION 1005 &#8211; EGRESS WIDTH <br \/> SECTION 1006 &#8211; MEANS OF EGRESS ILLUMINATION  <\/td>\n<\/tr>\n<tr>\n<td><b>210<b><\/td>\n<td>SECTION 1007 &#8211; ACCESSIBLE MEANS OF EGRESS  <\/td>\n<\/tr>\n<tr>\n<td><b>211<b><\/td>\n<td>SECTION 1008 &#8211; DOORS\u201a GATES AND TURNSTILES  <\/td>\n<\/tr>\n<tr>\n<td><b>212<b><\/td>\n<td>TABLE 1008.1.3.1 &#8211; REVOLVING DOOR SPEEDS  <\/td>\n<\/tr>\n<tr>\n<td><b>216<b><\/td>\n<td>SECTION 1009 &#8211; STAIRWAYS  <\/td>\n<\/tr>\n<tr>\n<td><b>219<b><\/td>\n<td>SECTION 1010 &#8211; RAMPS  <\/td>\n<\/tr>\n<tr>\n<td><b>220<b><\/td>\n<td>SECTION 1011 &#8211; EXIT SIGNS  <\/td>\n<\/tr>\n<tr>\n<td><b>221<b><\/td>\n<td>SECTION 1012 &#8211; HANDRAILS <br \/> SECTION 1013 &#8211; GUARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>222<b><\/td>\n<td>SECTION 1014 &#8211; EXIT ACCESS  <\/td>\n<\/tr>\n<tr>\n<td><b>224<b><\/td>\n<td>SECTION 1015 &#8211; EXIT AND EXIT ACCESS DOORWAYS <br \/> TABLE 1015.1 &#8211; SPACES WITH ONE MEANS OF EGRESS  <\/td>\n<\/tr>\n<tr>\n<td><b>225<b><\/td>\n<td>SECTION 1016 &#8211; EXIT ACCESS TRAVEL DISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>226<b><\/td>\n<td>TABLE 1016.1 &#8211; EXIT ACCESS TRAVEL DISTANCE <br \/> SECTION 1017 &#8211; CORRIDORS <br \/> TABLE 1017.1 &#8211; CORRIDOR FIRE-RESISTANCE RATING  <\/td>\n<\/tr>\n<tr>\n<td><b>227<b><\/td>\n<td>SECTION 1018 &#8211; EXITS <br \/> SECTION 1019 &#8211; NUMBER OF EXITS AND CONTINUITY <br \/> TABLE 1019.1 &#8211; MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD  <\/td>\n<\/tr>\n<tr>\n<td><b>228<b><\/td>\n<td>TABLE 1019.2 &#8211; BUILDINGS WITH ONE EXIT <br \/> SECTION 1020 &#8211; VERTICAL EXIT ENCLOSURES  <\/td>\n<\/tr>\n<tr>\n<td><b>230<b><\/td>\n<td>SECTION 1021 &#8211; EXIT PASSAGEWAYS <br \/> SECTION 1022 &#8211; HORIZONTAL EXITS  <\/td>\n<\/tr>\n<tr>\n<td><b>231<b><\/td>\n<td>SECTION 1023 &#8211; EXTERIOR EXIT RAMPS AND STAIRWAYS <br \/> SECTION 1024 &#8211; EXIT DISCHARGE  <\/td>\n<\/tr>\n<tr>\n<td><b>232<b><\/td>\n<td>SECTION 1025 &#8211; ASSEMBLY  <\/td>\n<\/tr>\n<tr>\n<td><b>234<b><\/td>\n<td>TABLE 1025.6.2 &#8211; WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY  <\/td>\n<\/tr>\n<tr>\n<td><b>235<b><\/td>\n<td>TABLE 1025.10.1 &#8211; SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS  <\/td>\n<\/tr>\n<tr>\n<td><b>237<b><\/td>\n<td>SECTION 1026 &#8211; EMERGENCY ESCAPE AND RESCUE  <\/td>\n<\/tr>\n<tr>\n<td><b>239<b><\/td>\n<td>CHAPTER 11 &#8211; ACCESSIBILITY <br \/> SECTION 1101 &#8211; GENERAL <br \/> SECTION 1102 &#8211; DEFINITIONS <br \/> SECTION 1103 &#8211; SCOPING REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>240<b><\/td>\n<td>SECTION 1104 &#8211; ACCESSIBLE ROUTE  <\/td>\n<\/tr>\n<tr>\n<td><b>241<b><\/td>\n<td>SECTION 1105 &#8211; ACCESSIBLE ENTRANCES  <\/td>\n<\/tr>\n<tr>\n<td><b>242<b><\/td>\n<td>SECTION 1106 &#8211; PARKING AND PASSENGER LOADING FACILITIES <br \/> TABLE 1106.1 &#8211; ACCESSIBLE PARKING SPACES  <\/td>\n<\/tr>\n<tr>\n<td><b>243<b><\/td>\n<td>SECTION 1107 &#8211; DWELLING UNITS AND SLEEPING UNITS  <\/td>\n<\/tr>\n<tr>\n<td><b>244<b><\/td>\n<td>TABLE 1107.6.1.1 &#8211; ACCESSIBLE DWELLING AND SLEEPING UNITS  <\/td>\n<\/tr>\n<tr>\n<td><b>246<b><\/td>\n<td>SECTION 1108 &#8211; SPECIAL OCCUPANCIES <br \/> TABLE 1108.2.2.1 &#8211; ACCESSIBLE WHEELCHAIR SPACES  <\/td>\n<\/tr>\n<tr>\n<td><b>247<b><\/td>\n<td>TABLE 1108.2.6.1 &#8211; RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <br \/> TABLE 1108.3 &#8211; ACCESSIBLE SELF-SERVICE STORAGE FACILITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>248<b><\/td>\n<td>SECTION 1109 &#8211; OTHER FEATURES AND FACILITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>250<b><\/td>\n<td>TABLE 1109.12.2 &#8211; ACCESSIBLE CHECK-OUT AISLES  <\/td>\n<\/tr>\n<tr>\n<td><b>251<b><\/td>\n<td>SECTION 1110 &#8211; SIGNAGE  <\/td>\n<\/tr>\n<tr>\n<td><b>253<b><\/td>\n<td>CHAPTER 12 &#8211; INTERIOR ENVIRONMENT <br \/> SECTION 1201 &#8211; GENERAL <br \/> SECTION 1202 &#8211; DEFINITIONS <br \/> SECTION 1203 &#8211; VENTILATION  <\/td>\n<\/tr>\n<tr>\n<td><b>254<b><\/td>\n<td>SECTION 1204 &#8211; TEMPERATURE CONTROL <br \/> SECTION 1205 &#8211; LIGHTING  <\/td>\n<\/tr>\n<tr>\n<td><b>255<b><\/td>\n<td>SECTION 1206 &#8211; YARDS OR COURTS <br \/> SECTION 1207 &#8211; SOUND TRANSMISSION <br \/> SECTION 1208 &#8211; INTERIOR SPACE DIMENSIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>256<b><\/td>\n<td>SECTION 1209 &#8211; ACCESS TO UNOCCUPIED SPACES <br \/> SECTION 1210 &#8211; SURROUNDING MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>257<b><\/td>\n<td>CHAPTER 13 &#8211; ENERGY EFFICIENCY <br \/> SECTION 1301 &#8211; GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>259<b><\/td>\n<td>CHAPTER 14 &#8211; EXTERIOR WALLS <br \/> SECTION 1401 &#8211; GENERAL <br \/> SECTION 1402 &#8211; DEFINITIONS <br \/> SECTION 1403 &#8211; PERFORMANCE REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>260<b><\/td>\n<td>TABLE 1403.3.1 &#8211; CLASS III VAPOR RETARDERS <br \/> SECTION 1404 &#8211; MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>261<b><\/td>\n<td>SECTION 1405 &#8211; INSTALLATION OF WALL COVERINGS <br \/> TABLE 1405.2 &#8211; MINIMUM THICKNESS OF WEATHER COVERINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>264<b><\/td>\n<td>SECTION 1406 &#8211; COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>265<b><\/td>\n<td>TABLE 1406.2.1.2 &#8211; MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <br \/> SECTION 1407 &#8211; METAL COMPOSITE MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>267<b><\/td>\n<td>CHAPTER 15 &#8211; ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <br \/> SECTION 1501 &#8211; GENERAL <br \/> SECTION 1502 &#8211; DEFINITIONS <br \/> SECTION 1503 &#8211; WEATHER PROTECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>268<b><\/td>\n<td>SECTION 1504 &#8211; PERFORMANCE REQUIREMENTS <br \/> TABLE 1504.2.1 &#8211; ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD  <\/td>\n<\/tr>\n<tr>\n<td><b>269<b><\/td>\n<td>TABLE 1504.8 &#8211; MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION <br \/> SECTION 1505 &#8211; FIRE CLASSIFICATION <br \/> TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <br \/> SECTION 1506 &#8211; MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>270<b><\/td>\n<td>SECTION 1507 &#8211; REQUIREMENTS FOR ROOF COVERINGS  <\/td>\n<\/tr>\n<tr>\n<td><b>271<b><\/td>\n<td>TABLE 1507.2.9.2 &#8211; VALLEY LINING MATERIAL  <\/td>\n<\/tr>\n<tr>\n<td><b>272<b><\/td>\n<td>TABLE 1507.3.7 &#8211; CLAY AND CONCRETE TILE ATTACHMENT  <\/td>\n<\/tr>\n<tr>\n<td><b>273<b><\/td>\n<td>TABLE 1507.4.3(1) &#8211; METAL ROOF COVERINGS <br \/> TABLE 1507.4.3(2) &#8211; MINIMUM CORROSION RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>274<b><\/td>\n<td>TABLE 1507.7.5 &#8211; SLATE SHINGLE HEADLAP  <\/td>\n<\/tr>\n<tr>\n<td><b>276<b><\/td>\n<td>TABLE 1507.8 &#8211; WOOD SHINGLE AND SHAKE INSTALLATION <br \/> TABLE 1507.8.4 &#8211; WOOD SHINGLE MATERIAL REQUIREMENTS <br \/> TABLE 1507.8.6 &#8211;  WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE  <\/td>\n<\/tr>\n<tr>\n<td><b>277<b><\/td>\n<td>TABLE 1507.9.5 &#8211; WOOD SHAKE MATERIAL REQUIREMENTS <br \/> TABLE 1507.9.7 &#8211; WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <br \/> TABLE 1507.10.2 &#8211; BUILT-UP ROOFING MATERIAL STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>278<b><\/td>\n<td>SECTION 1508 &#8211; ROOF INSULATION <br \/> TABLE 1508.2 &#8211; MATERIAL STANDARDS FOR ROOF INSULATION <br \/> SECTION 1509 &#8211; ROOFTOP STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>279<b><\/td>\n<td>SECTION 1510 &#8211; REROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>281<b><\/td>\n<td>CHAPTER 16 &#8211; STRUCTURAL DESIGN <br \/> SECTION 1601 &#8211; GENERAL <br \/> SECTION 1602 &#8211; DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>282<b><\/td>\n<td>SECTION 1603 &#8211; CONSTRUCTION DOCUMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>283<b><\/td>\n<td>SECTION 1604 &#8211; GENERAL DESIGN REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>284<b><\/td>\n<td>TABLE 1604.3 &#8211; DEFLECTION LIMITS  <\/td>\n<\/tr>\n<tr>\n<td><b>285<b><\/td>\n<td>TABLE 1604.5 &#8211; OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>286<b><\/td>\n<td>SECTION 1605 &#8211; LOAD COMBINATIONS <br \/> EQUATION 16-1 <br \/> EQUATION 16-2 <br \/> EQUATION 16-3 <br \/> EQUATION 16-4 <br \/> EQUATION 16-5 <br \/> EQUATION 16-6 <br \/> EQUATION 16-7 <br \/> EQUATION 16-8 <br \/> EQUATION 16-9 <br \/> EQUATION 16-10 <br \/> EQUATION 16-11 <br \/> EQUATION 16-12 <br \/> EQUATION 16-13 <br \/> EQUATION 16-14 <br \/> EQUATION 16-15 <br \/> EQUATION 16-16 <br \/> EQUATION 16-17 <br \/> EQUATION 16-18 <br \/> EQUATION 16-19 <br \/> EQUATION 16-20 <br \/> EQUATION 16-21  <\/td>\n<\/tr>\n<tr>\n<td><b>287<b><\/td>\n<td>EQUATION 16-22 <br \/> EQUATION 16-23 <br \/> SECTION 1606 &#8211; DEAD LOADS <br \/> SECTION 1607 &#8211; LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>288<b><\/td>\n<td>TABLE 1607.6 &#8211; UNIFORM AND CONCENTRATED LOADS <br \/> TABLE 1607.1 &#8211; MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>289<b><\/td>\n<td>TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS <br \/> TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>290<b><\/td>\n<td>TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS <br \/> EQUATION 16-24  <\/td>\n<\/tr>\n<tr>\n<td><b>291<b><\/td>\n<td>TABLE 1607.9.1 &#8211; LIVE LOAD ELEMENT FACTOR <br \/> EQUATION 16-25 <br \/> EQUATION 16-26 <br \/> EQUATION 16-27  <\/td>\n<\/tr>\n<tr>\n<td><b>292<b><\/td>\n<td>EQUATION 16-28 <br \/> EQUATION 16-29 <br \/> EQUATION 16-30 <br \/> EQUATION 16-31 <br \/> EQUATION 16-32 <br \/> EQUATION 16-33 <br \/> SECTION 1608 &#8211; SNOW LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>293<b><\/td>\n<td>SECTION 1609 &#8211; WIND LOADS <br \/> FIGURE 1608.2 &#8211; GROUND SNOW LOADS, pg, FOR NEW YORK STATE (psf) GROUND SNOW LOADS AT ELEVATIONS ABOVE 1000 FEET SHALL BE INCREASED BY 2 PSF FOR EVERY 100 FEET ABOVE ELEVATION 1000 FEET  <\/td>\n<\/tr>\n<tr>\n<td><b>294<b><\/td>\n<td>TABLE 1609.1.2 &#8211; WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>295<b><\/td>\n<td>EQUATION 16-34 <br \/> TABLE 1609.3.1 &#8211; EQUIVALENT BASIC WIND SPEEDS <br \/> FIGURE 1609 &#8211; BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE  <\/td>\n<\/tr>\n<tr>\n<td><b>296<b><\/td>\n<td>EQUATION 16-35  <\/td>\n<\/tr>\n<tr>\n<td><b>297<b><\/td>\n<td>SECTION 1610 &#8211; SOIL LATERAL LOADS <br \/> TABLE 1610.1 &#8211; SOIL LATERAL LOAD <br \/> SECTION 1611 &#8211; RAIN LOADS <br \/> EQUATION 16-36  <\/td>\n<\/tr>\n<tr>\n<td><b>298<b><\/td>\n<td>SECTION 1612 &#8211; FLOOD LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>299<b><\/td>\n<td>SECTION 1613 &#8211; EARTHQUAKE LOADS  <\/td>\n<\/tr>\n<tr>\n<td><b>300<b><\/td>\n<td>FIGURE 1613.5(1) &#8211;  MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NEW YORK STATE OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <br \/> FIGURE 1613.5(2) &#8211;  MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR NEW YORK STATE OF 1 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B  <\/td>\n<\/tr>\n<tr>\n<td><b>301<b><\/td>\n<td>TABLE 1613.5.2 &#8211; SITE CLASS DEFINITIONS <br \/> EQUATION 16-37 <br \/> EQUATION 16-38  <\/td>\n<\/tr>\n<tr>\n<td><b>302<b><\/td>\n<td>TABLE 1613.5.3(1) &#8211; VALUES OF SITE COEFFICIENT <br \/> TABLE 1613.5.3(2) &#8211; VALUES OF SITE COEFFICIENT <br \/> EQUATION 16-39 <br \/> EQUATION 16-40 <br \/> EQUATION 16-41 <br \/> EQUATION 16-42 <br \/> EQUATION 16-43  <\/td>\n<\/tr>\n<tr>\n<td><b>303<b><\/td>\n<td>EQUATION 16-44 <br \/> TABLE 1613.5.5 &#8211; SITE CLASSIFICATION <br \/> TABLE 1613.5.6(1) &#8211; SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS <br \/> TABLE 1613.5.6(2) &#8211; SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION  <\/td>\n<\/tr>\n<tr>\n<td><b>305<b><\/td>\n<td>CHAPTER 17 &#8211; STRUCTURAL TESTS AND SPECIAL INSPECTIONS <br \/> SECTION 1701 &#8211; GENERAL <br \/> SECTION 1702 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>306<b><\/td>\n<td>SECTION 1703 &#8211; APPROVALS <br \/> SECTION 1704 &#8211; SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>308<b><\/td>\n<td>TABLE 1704.1 &#8211; MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>309<b><\/td>\n<td>TABLE 1704.3 &#8211; REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>311<b><\/td>\n<td>TABLE 1704.4 &#8211; REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>312<b><\/td>\n<td>TABLE 1704.5.1 &#8211; LEVEL 1 SPECIAL INSPECTION  <\/td>\n<\/tr>\n<tr>\n<td><b>313<b><\/td>\n<td>TABLE 1704.5.3 &#8211; LEVEL 2 SPECIAL INSPECTION <br \/> TABLE 1704.7 &#8211; REQUIRED VERIFICATION AND INSPECTION OF SOILS  <\/td>\n<\/tr>\n<tr>\n<td><b>314<b><\/td>\n<td>TABLE 1704.8 &#8211; REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS <br \/> TABLE 1704.9 &#8211; REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>315<b><\/td>\n<td>SECTION 1705 &#8211; STATEMENT OF SPECIAL INSPECTIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>316<b><\/td>\n<td>SECTION 1706 &#8211; CONTRACTOR RESPONSIBILITY  <\/td>\n<\/tr>\n<tr>\n<td><b>317<b><\/td>\n<td>SECTION 1707 &#8211; SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>318<b><\/td>\n<td>SECTION 1708 &#8211; STRUCTURAL TESTING FOR SEISMIC RESISTANCE <br \/> TABLE 1708.1.2 &#8211; LEVEL 1 QUALITY ASSURANCE <br \/> TABLE 1708.1.4 &#8211; LEVEL 2 QUALITY ASSURANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>319<b><\/td>\n<td>SECTION 1709 &#8211; STRUCTURAL OBSERVATIONS <br \/> SECTION 1710 &#8211; DESIGN STRENGTHS OF MATERIALS <br \/> SECTION 1711 &#8211; ALTERNATIVE TEST PROCEDURE <br \/> SECTION 1712 &#8211; TEST SAFE LOAD <br \/> SECTION 1713 &#8211; IN-SITU LOAD TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>320<b><\/td>\n<td>SECTION 1714 &#8211; PRECONSTRUCTION LOAD TESTS  <\/td>\n<\/tr>\n<tr>\n<td><b>321<b><\/td>\n<td>SECTION 1715 &#8211; MATERIAL AND TEST STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>323<b><\/td>\n<td>CHAPTER 18 &#8211; SOILS AND FOUNDATIONS <br \/> SECTION 1801 &#8211; GENERAL <br \/> SECTION 1802 &#8211; FOUNDATION AND SOILS INVESTIGATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>324<b><\/td>\n<td>SECTION 1803 &#8211; EXCAVATION\u201a GRADING AND FILL  <\/td>\n<\/tr>\n<tr>\n<td><b>325<b><\/td>\n<td>SECTION 1804 &#8211; ALLOWABLE LOAD-BEARING VALUES OF SOILS  <\/td>\n<\/tr>\n<tr>\n<td><b>326<b><\/td>\n<td>TABLE 1804.2 &#8211; ALLOWABLE FOUNDATION AND LATERAL PRESSURE <br \/> SECTION 1805 &#8211; FOOTINGS AND FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>327<b><\/td>\n<td>FIGURE 1805.3.1 &#8211; FOUNDATION CLEARANCES FROM SLOPES  <\/td>\n<\/tr>\n<tr>\n<td><b>328<b><\/td>\n<td>TABLE 1805.4.2 &#8211; FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>329<b><\/td>\n<td>TABLE 1805.5(1) &#8211; PLAIN MASONRY FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>330<b><\/td>\n<td>TABLE 1805.5(2) &#8211; 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE  <\/td>\n<\/tr>\n<tr>\n<td><b>331<b><\/td>\n<td>TABLE 1805.5(3) &#8211; 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE  <\/td>\n<\/tr>\n<tr>\n<td><b>332<b><\/td>\n<td>TABLE 1805.5(4) &#8211; 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE  <\/td>\n<\/tr>\n<tr>\n<td><b>333<b><\/td>\n<td>TABLE 1805.5(5) &#8211; CONCRETE FOUNDATION WALLS  <\/td>\n<\/tr>\n<tr>\n<td><b>335<b><\/td>\n<td>EQUATION 18-1 <br \/> EQUATION 18-2 <br \/> EQUATION 18-3  <\/td>\n<\/tr>\n<tr>\n<td><b>336<b><\/td>\n<td>SECTION 1806 &#8211; RETAINING WALLS <br \/> SECTION 1807 &#8211; DAMPPROOFING AND WATERPROOFING  <\/td>\n<\/tr>\n<tr>\n<td><b>338<b><\/td>\n<td>SECTION 1808 &#8211; PIER AND PILE FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>343<b><\/td>\n<td>SECTION 1809 &#8211; DRIVEN PILE FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>344<b><\/td>\n<td>EQUATION 18-4 <br \/> EQUATION 18-5 <br \/> EQUATION 18-6 <br \/> EQUATION 18-7  <\/td>\n<\/tr>\n<tr>\n<td><b>345<b><\/td>\n<td>EQUATION 18-8 <br \/> EQUATION 18-9 <br \/> EQUATION 18-10  <\/td>\n<\/tr>\n<tr>\n<td><b>346<b><\/td>\n<td>SECTION 1810 &#8211; CAST-IN-PLACE CONCRETE PILE FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>349<b><\/td>\n<td>SECTION 1811 &#8211; COMPOSITE PILES  <\/td>\n<\/tr>\n<tr>\n<td><b>350<b><\/td>\n<td>SECTION 1812 &#8211; PIER FOUNDATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>353<b><\/td>\n<td>CHAPTER 19 &#8211; CONCRETE <br \/> SECTION 1901 &#8211; GENERAL <br \/> SECTION 1902 &#8211; DEFINITIONS <br \/> SECTION 1903 &#8211; SPECIFICATIONS FOR TESTS AND MATERIALS <br \/> SECTION 1904 &#8211; DURABILITY REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>354<b><\/td>\n<td>TABLE 1904.2.2 &#8211; MINIMUM SPECIFIED COMPRESSIVE STRENGTH <br \/> FIGURE 1904.2.2 &#8211; WEATHERING PROBABILITY MAP FOR CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>355<b><\/td>\n<td>SECTION 1905 &#8211; CONCRETE QUALITY\u201a MIXING AND PLACING <br \/> SECTION 1906 &#8211; FORM WORK\u201a EMBEDDED PIPES AND CONSTRUCTION JOINTS  <\/td>\n<\/tr>\n<tr>\n<td><b>356<b><\/td>\n<td>SECTION 1907 &#8211; DETAILS OF REINFORCEMENT <br \/> SECTION 1908 &#8211; MODIFICATIONS TO ACI 318  <\/td>\n<\/tr>\n<tr>\n<td><b>359<b><\/td>\n<td>SECTION 1909 &#8211; STRUCTURAL PLAIN CONCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>360<b><\/td>\n<td>SECTION 1910 &#8211; MINIMUM SLAB PROVISIONS <br \/> SECTION 1911 &#8211; ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN <br \/> EQUATION 19-1 <br \/> SECTION 1912 &#8211; ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>361<b><\/td>\n<td>TABLE 1911.2 &#8211; ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <br \/> SECTION 1913 &#8211; SHOTCRETE  <\/td>\n<\/tr>\n<tr>\n<td><b>362<b><\/td>\n<td>SECTION 1914 &#8211; REINFORCED GYPSUM CONCRETE <br \/> SECTION 1915 &#8211; CONCRETE-FILLED PIPE COLUMNS  <\/td>\n<\/tr>\n<tr>\n<td><b>365<b><\/td>\n<td>CHAPTER 20 &#8211; ALUMINUM <br \/> SECTION 2001 &#8211; GENERAL <br \/> SECTION 2002 &#8211; MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>367<b><\/td>\n<td>CHAPTER 21 &#8211; MASONRY <br \/> SECTION 2101 &#8211; GENERAL <br \/> SECTION 2102 &#8211; DEFINITIONS AND NOTATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>371<b><\/td>\n<td>SECTION 2103 &#8211; MASONRY CONSTRUCTION MATERIALS <br \/> TABLE 2103.10 &#8211; CERAMIC TILE MORTAR COMPOSITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>372<b><\/td>\n<td>TABLE 2103.8(1) &#8211; MORTAR PROPORTIONS <br \/> TABLE 2103.8(2) &#8211; MORTAR PROPERTIES  <\/td>\n<\/tr>\n<tr>\n<td><b>373<b><\/td>\n<td>TABLE 2103.12 &#8211; GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>374<b><\/td>\n<td>SECTION 2104 &#8211; CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>377<b><\/td>\n<td>SECTION 2105 &#8211; QUALITY ASSURANCE <br \/> TABLE 2105.2.2.1.1 &#8211; COMPRESSIVE STRENGTH OF CLAY MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>378<b><\/td>\n<td>TABLE 2105.2.2.1.2 &#8211; COMPRESSIVE STRENGTH OF CONCRETE MASONRY <br \/> SECTION 2106 &#8211; SEISMIC DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>379<b><\/td>\n<td>EQUATION 21-1 <br \/> SECTION 2107 &#8211; ALLOWABLE STRESS DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>380<b><\/td>\n<td>EQUATION 21-2 <br \/> EQUATION 21-3 <br \/> SECTION 2108 &#8211; STRENGTH DESIGN OF MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>381<b><\/td>\n<td>SECTION 2109 &#8211; EMPIRICAL DESIGN OF MASONRY <br \/> TABLE 2109.2.1.2 &#8211; DIAPHRAGM LENGTH-TO-WIDTH RATIOS  <\/td>\n<\/tr>\n<tr>\n<td><b>382<b><\/td>\n<td>TABLE 2109.2.3.1 &#8211; ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <br \/> TABLE 2109.4.1 &#8211; WALL LATERAL SUPPORT REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>383<b><\/td>\n<td>TABLE 2109.3.2 &#8211; ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>384<b><\/td>\n<td>TABLE 2109.5.3.1 &#8211; FOUNDATION WALL CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>386<b><\/td>\n<td>EQUATION  21-4 <br \/> TABLE 2109.8.3.1 &#8211; ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY  <\/td>\n<\/tr>\n<tr>\n<td><b>387<b><\/td>\n<td>SECTION 2110 &#8211; GLASS UNIT MASONRY <br \/> FIGURE 2110.3.1 &#8211; GLASS MASONRY DESIGN WIND LOAD RESISTANCE  <\/td>\n<\/tr>\n<tr>\n<td><b>388<b><\/td>\n<td>SECTION 2111 &#8211; MASONRY FIREPLACES  <\/td>\n<\/tr>\n<tr>\n<td><b>390<b><\/td>\n<td>FIGURE 2111.11 &#8211; ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION  <\/td>\n<\/tr>\n<tr>\n<td><b>391<b><\/td>\n<td>SECTION 2112 &#8211; MASONRY HEATERS <br \/> SECTION 2113 &#8211; MASONRY CHIMNEYS  <\/td>\n<\/tr>\n<tr>\n<td><b>394<b><\/td>\n<td>TABLE 2113.16(1) &#8211; NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES <br \/> TABLE 2113.16(2) &#8211; NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES  <\/td>\n<\/tr>\n<tr>\n<td><b>395<b><\/td>\n<td>FIGURE 2113.16 &#8211; FLUE SIZES FOR MASONRY CHIMNEYS <br \/> FIGURE 2113.19 &#8211; ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION  <\/td>\n<\/tr>\n<tr>\n<td><b>397<b><\/td>\n<td>CHAPTER 22 &#8211; STEEL <br \/> SECTION 2201 &#8211; GENERAL <br \/> SECTION 2202 &#8211; DEFINITIONS <br \/> SECTION 2203 &#8211; IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES <br \/> SECTION 2204 &#8211; CONNECTIONS <br \/> SECTION 2205 &#8211; STRUCTURAL STEEL  <\/td>\n<\/tr>\n<tr>\n<td><b>398<b><\/td>\n<td>SECTION 2206 &#8211; STEEL JOISTS <br \/> SECTION 2207 &#8211; STEEL CABLE STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>399<b><\/td>\n<td>SECTION 2208 &#8211; STEEL STORAGE RACKS <br \/> SECTION 2209 &#8211; COLD-FORMED STEEL <br \/> SECTION 2210 &#8211; COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>401<b><\/td>\n<td>CHAPTER 23 &#8211; WOOD <br \/> SECTION 2301 &#8211; GENERAL <br \/> SECTION 2302 &#8211; DEFINITIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>402<b><\/td>\n<td>SECTION 2303 &#8211; MINIMUM STANDARDS AND QUALITY  <\/td>\n<\/tr>\n<tr>\n<td><b>406<b><\/td>\n<td>SECTION 2304 &#8211; GENERAL CONSTRUCTION REQUIREMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>407<b><\/td>\n<td>TABLE 2304.6 &#8211; MINIMUM THICKNESS OF WALL SHEATHING <br \/> TABLE 2304.7(1) &#8211; ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <br \/> TABLE 2304.7(2) &#8211; SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE  <\/td>\n<\/tr>\n<tr>\n<td><b>408<b><\/td>\n<td>TABLE 2304.7(3) &#8211; ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVERTWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <br \/> TABLE 2304.7(4) &#8211; ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)  <\/td>\n<\/tr>\n<tr>\n<td><b>409<b><\/td>\n<td>TABLE 2304.7(5) &#8211; ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS ANDSTRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b  <\/td>\n<\/tr>\n<tr>\n<td><b>411<b><\/td>\n<td>TABLE 2304.9.1 &#8211; FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>412<b><\/td>\n<td>TABLE 2304.9.1\u2014continued FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>413<b><\/td>\n<td>TABLE 2304.9.1\u2014continued FASTENING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>415<b><\/td>\n<td>SECTION 2305 &#8211; GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>416<b><\/td>\n<td>EQUATION 23-1 <br \/> TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP <br \/> TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM  <\/td>\n<\/tr>\n<tr>\n<td><b>417<b><\/td>\n<td>TABLE 2305.2.2(2) &#8211; VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>418<b><\/td>\n<td>FIGURE 2305.2.5(1) &#8211; DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN FRONT BUILDING <br \/> FIGURE 2305.2.5(2) &#8211; DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM <br \/> EQUATION 23-2  <\/td>\n<\/tr>\n<tr>\n<td><b>419<b><\/td>\n<td>TABLE 2305.3.4 &#8211;  MAXIMUM SHEAR WALL DIMENSION RA <br \/> FIGURE 2305.3.5 &#8211; GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO  <\/td>\n<\/tr>\n<tr>\n<td><b>420<b><\/td>\n<td>TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co  <\/td>\n<\/tr>\n<tr>\n<td><b>421<b><\/td>\n<td>EQUATION 23-3 <br \/> EQUATION 23-4  <\/td>\n<\/tr>\n<tr>\n<td><b>422<b><\/td>\n<td>SECTION 2306 &#8211; ALLOWABLE STRESS DESIGN  <\/td>\n<\/tr>\n<tr>\n<td><b>423<b><\/td>\n<td>TABLE 2306.1.4 &#8211; ALLOWABLE LOADS FOR LUMBER DECKING <br \/> TABLE 2306.2.1 &#8211; WALL STUD BENDING STRESS INCREASE FACTORS  <\/td>\n<\/tr>\n<tr>\n<td><b>424<b><\/td>\n<td>TABLE 2306.3.3 &#8211; DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE  <\/td>\n<\/tr>\n<tr>\n<td><b>425<b><\/td>\n<td>TABLE 2306.3.1 &#8211; ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING  <\/td>\n<\/tr>\n<tr>\n<td><b>426<b><\/td>\n<td>TABLE 2306.3.1\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING  <\/td>\n<\/tr>\n<tr>\n<td><b>427<b><\/td>\n<td>TABLE 2306.3.1-continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIRLARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING  <\/td>\n<\/tr>\n<tr>\n<td><b>428<b><\/td>\n<td>TABLE 2306.3.2 &#8211; ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWSOF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING  <\/td>\n<\/tr>\n<tr>\n<td><b>429<b><\/td>\n<td>TABLE 2306.4.1 &#8211; ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND ORSEISMIC LOADING  <\/td>\n<\/tr>\n<tr>\n<td><b>430<b><\/td>\n<td>TABLE 2306.4.3 &#8211; ALLOWABLE SHEAR FOR PARTICLE BOARD SHEAR WALL SHEATHING <br \/> TABLE 2306.4.4 &#8211; ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY  <\/td>\n<\/tr>\n<tr>\n<td><b>431<b><\/td>\n<td>TABLE 2306.4.5 &#8211; ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOODFRAMED WALL ASSEMBLIES  <\/td>\n<\/tr>\n<tr>\n<td><b>432<b><\/td>\n<td>SECTION 2307 &#8211; LOAD AND RESISTANCE FACTOR DESIGN <br \/> SECTION 2308 &#8211; CONVENTIONAL LIGHT-FRAME CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>435<b><\/td>\n<td>TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas  <\/td>\n<\/tr>\n<tr>\n<td><b>436<b><\/td>\n<td>TABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas  <\/td>\n<\/tr>\n<tr>\n<td><b>437<b><\/td>\n<td>TABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load  <\/td>\n<\/tr>\n<tr>\n<td><b>438<b><\/td>\n<td>TABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load  <\/td>\n<\/tr>\n<tr>\n<td><b>439<b><\/td>\n<td>TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS  <\/td>\n<\/tr>\n<tr>\n<td><b>440<b><\/td>\n<td>FIGURE 2308.9.3 &#8211; BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>441<b><\/td>\n<td>TABLE 2308.9.3(1) &#8211; BRACED WALL PANELS <br \/> TABLE 2308.9.3(2) &#8211; EXPOSED PLYWOOD PANEL SIDING <br \/> TABLE 2308.9.3(3) &#8211; WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to StudsExcept as Indicated Below)  <\/td>\n<\/tr>\n<tr>\n<td><b>442<b><\/td>\n<td>TABLE 2308.9.3(4) &#8211; ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel orPerpendicular to Studs) <br \/> TABLE 2308.9.3(5) &#8211; HARDBOARD SIDING  <\/td>\n<\/tr>\n<tr>\n<td><b>443<b><\/td>\n<td>FIGURE 2308.9.3.2 &#8211; ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING  <\/td>\n<\/tr>\n<tr>\n<td><b>445<b><\/td>\n<td>TABLE 2308.9.5 &#8211; HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)  <\/td>\n<\/tr>\n<tr>\n<td><b>446<b><\/td>\n<td>TABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)  <\/td>\n<\/tr>\n<tr>\n<td><b>447<b><\/td>\n<td>TABLE 2308.9.6 &#8211; HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)  <\/td>\n<\/tr>\n<tr>\n<td><b>448<b><\/td>\n<td>TABLE 2308.10.1 &#8211; REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)  <\/td>\n<\/tr>\n<tr>\n<td><b>449<b><\/td>\n<td>TABLE 2308.10.2(1)  &#8211; CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>450<b><\/td>\n<td>TABLE 2308.10.2(1)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>451<b><\/td>\n<td>TABLE 2308.10.2(2) &#8211; CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>452<b><\/td>\n<td>TABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>453<b><\/td>\n<td>TABLE 2308.10.3(1) &#8211; RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>454<b><\/td>\n<td>TABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>455<b><\/td>\n<td>TABLE 2308.10.3(2) &#8211; RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>456<b><\/td>\n<td>2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>457<b><\/td>\n<td>TABLE 2308.10.3(3) &#8211; RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>458<b><\/td>\n<td>TABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>459<b><\/td>\n<td>TABLE 2308.10.3(4) &#8211;  RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>460<b><\/td>\n<td>TABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180)  <\/td>\n<\/tr>\n<tr>\n<td><b>461<b><\/td>\n<td>TABLE 2308.10.3(5) &#8211; RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot,Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>462<b><\/td>\n<td>TABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot,Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>463<b><\/td>\n<td>TABLE 2308.10.3(6) &#8211; RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot,Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>464<b><\/td>\n<td>TABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot,Ceiling Attached to Rafters, L\/\u00ce\u201d = 240)  <\/td>\n<\/tr>\n<tr>\n<td><b>465<b><\/td>\n<td>TABLE 2308.10.4.1 &#8211; RAFTER TIE CONNECTIONSg  <\/td>\n<\/tr>\n<tr>\n<td><b>467<b><\/td>\n<td>TABLE 2308.10.9 &#8211; ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING  <\/td>\n<\/tr>\n<tr>\n<td><b>468<b><\/td>\n<td>TABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <br \/> FIGURE 2308.11.3.2 &#8211; STEPPED FOOTING CONNECTION DETAILS  <\/td>\n<\/tr>\n<tr>\n<td><b>469<b><\/td>\n<td>FIGURE 2308.11.3.3 &#8211; OPENINGS IN HORIZONTAL DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>470<b><\/td>\n<td>TABLE 2308.12.4 &#8211; WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)  <\/td>\n<\/tr>\n<tr>\n<td><b>471<b><\/td>\n<td>FIGURE 2308.12.6(1) &#8211; BRACED WALL PANELS OUT OF PLANE <br \/> FIGURE 2308.12.6(2) &#8211; BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK <br \/> FIGURE 2308.12.6(3) &#8211; FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES  <\/td>\n<\/tr>\n<tr>\n<td><b>472<b><\/td>\n<td>FIGURE 2308.12.6(4) &#8211; ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <br \/> FIGURE 2308.12.6(5) &#8211; BRACED WALL PANEL EXTENSION OVER OPENING <br \/> FIGURE 2308.12.6(6) &#8211; PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY  <\/td>\n<\/tr>\n<tr>\n<td><b>473<b><\/td>\n<td>FIGURE 2308.12.6(7) &#8211; BRACED WALL LINES NOT PERPENDICULAR <br \/> FIGURE 2308.12.6(8) &#8211; OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS  <\/td>\n<\/tr>\n<tr>\n<td><b>475<b><\/td>\n<td>CHAPTER 24 &#8211; GLASS AND GLAZING <br \/> SECTION 2401 &#8211; GENERAL <br \/> SECTION 2402 &#8211; DEFINITIONS <br \/> SECTION 2403 &#8211; GENERAL REQUIREMENTS FOR GLASS <br \/> SECTION 2404 &#8211; WIND\u201a SNOW\u201a SEISMIC AND DEAD LOADS ONGLASS <br \/> EQUATION 24-1 <br \/> EQUATION 24-2 <br \/> EQUATION 24-3 <br \/> EQUATION 24-4  <\/td>\n<\/tr>\n<tr>\n<td><b>476<b><\/td>\n<td>EQUATION 24-5 <br \/> EQUATION 24-6 <br \/> EQUATION 24-7 <br \/> EQUATION 24-8 <br \/> EQUATION 24-9 <br \/> EQUATION 24-10 <br \/> EQUATION 24-11 <br \/> EQUATION 24-12  <\/td>\n<\/tr>\n<tr>\n<td><b>477<b><\/td>\n<td>SECTION 2405 &#8211; SLOPED GLAZING AND SKYLIGHTS  <\/td>\n<\/tr>\n<tr>\n<td><b>478<b><\/td>\n<td>EQUATION 24-13 <br \/> EQUATION 24-14 <br \/> EQUATION 24-15 <br \/> SECTION 2406 &#8211; SAFETY GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>479<b><\/td>\n<td>TABLE 2406.1 &#8211; MINIMUM CATEGORY CLASSIFICATION OF GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>480<b><\/td>\n<td>SECTION 2407 &#8211; GLASS IN HANDRAILS AND GUARDS <br \/> SECTION 2408 &#8211; GLAZING IN ATHLETIC FACILITIES <br \/> SECTION 2409 &#8211; GLASS IN ELEVATOR HOISTWAY  <\/td>\n<\/tr>\n<tr>\n<td><b>481<b><\/td>\n<td>CHAPTER 25 &#8211; GYPSUM BOARD AND PLASTER <br \/> SECTION 2501 &#8211; GENERAL <br \/> SECTION 2502 &#8211; DEFINITIONS <br \/> SECTION 2503 &#8211; INSPECTION <br \/> SECTION 2504 &#8211; VERTICAL AND HORIZONTAL ASSEMBLIES <br \/> SECTION 2505 &#8211; SHEAR WALL CONSTRUCTION <br \/> SECTION 2506 &#8211; GYPSUM BOARD MATERIALS  <\/td>\n<\/tr>\n<tr>\n<td><b>482<b><\/td>\n<td>TABLE 2506.2 &#8211; GYPSUM BOARD MATERIALS AND ACCESSORIES <br \/> SECTION 2507 &#8211; LATHING AND PLASTERING <br \/> TABLE 2507.2 &#8211; LATH, PLASTERING MATERIALS AND ACCESSORIES <br \/> SECTION 2508 &#8211; GYPSUM CONSTRUCTION <br \/> TABLE 2508.1 &#8211; INSTALLATION OF GYPSUM CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>483<b><\/td>\n<td>TABLE 2508.5 &#8211; SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <br \/> SECTION 2509 &#8211; GYPSUM BOARD IN SHOWERS AND WATER CLOSETS  <\/td>\n<\/tr>\n<tr>\n<td><b>484<b><\/td>\n<td>SECTION 2510 &#8211; LATHING AND FURRING FOR CEMENT PLASTER(STUCCO) <br \/> SECTION 2511 &#8211; INTERIOR PLASTER <br \/> TABLE 2511.1.1 &#8211; INSTALLATION OF PLASTER CONSTRUCTION  <\/td>\n<\/tr>\n<tr>\n<td><b>485<b><\/td>\n<td>SECTION 2512 &#8211; EXTERIOR PLASTER <br \/> TABLE 2512.6 &#8211; CEMENT PLASTERS <br \/> SECTION 2513 &#8211; EXPOSED AGGREGATE PLASTER  <\/td>\n<\/tr>\n<tr>\n<td><b>487<b><\/td>\n<td>CHAPTER 26 &#8211; PLASTIC <br \/> SECTION 2601 &#8211; GENERAL <br \/> SECTION 2602 &#8211; DEFINITIONS <br \/> SECTION 2603 &#8211; FOAM PLASTIC INSULATION  <\/td>\n<\/tr>\n<tr>\n<td><b>490<b><\/td>\n<td>FIGURE 2603.8 &#8211; TERMITE INFESTATION PROBABILITY MAP <br \/> SECTION 2604 &#8211; INTERIOR FINISH AND TRIM  <\/td>\n<\/tr>\n<tr>\n<td><b>491<b><\/td>\n<td>SECTION 2605 &#8211; PLASTIC VENEER <br \/> SECTION 2606 &#8211; LIGHT-TRANSMITTING PLASTICS  <\/td>\n<\/tr>\n<tr>\n<td><b>492<b><\/td>\n<td>SECTION 2607 &#8211; LIGHT-TRANSMITTING PLASTIC WALL PANELS <br \/> SECTION 2608 &#8211; LIGHT-TRANSMITTING PLASTIC GLAZING  <\/td>\n<\/tr>\n<tr>\n<td><b>493<b><\/td>\n<td>TABLE 2607.4 &#8211; AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <br \/> SECTION 2609 &#8211; LIGHT-TRANSMITTING PLASTIC ROOF PANELS  <\/td>\n<\/tr>\n<tr>\n<td><b>494<b><\/td>\n<td>TABLE 2609.4 &#8211; AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS <br \/> SECTION 2610 &#8211; LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <br \/> SECTION 2611 &#8211; LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS  <\/td>\n<\/tr>\n<tr>\n<td><b>495<b><\/td>\n<td>CHAPTER 27 &#8211; ELECTRICAL <br \/> SECTION 2701 &#8211; GENERAL <br \/> SECTION 2702 &#8211; EMERGENCY AND STANDBY POWER SYSTEMS  <\/td>\n<\/tr>\n<tr>\n<td><b>497<b><\/td>\n<td>CHAPTER 28 &#8211; MECHANICAL SYSTEMS <br \/> SECTION 2801 &#8211; GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>499<b><\/td>\n<td>CHAPTER 29 &#8211; PLUMBING SYSTEMS <br \/> SECTION 2901 &#8211; GENERAL <br \/> SECTION 2902 &#8211; MINIMUM PLUMBING FACILITIES <br \/> TABLE 2902.1 &#8211; MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.2 and 2902.3)  <\/td>\n<\/tr>\n<tr>\n<td><b>500<b><\/td>\n<td>TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa  <\/td>\n<\/tr>\n<tr>\n<td><b>501<b><\/td>\n<td>TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>503<b><\/td>\n<td>CHAPTER 30 &#8211; ELEVATORS AND CONVEYING SYSTEMS <br \/> SECTION 3001 &#8211; GENERAL <br \/> SECTION 3002 &#8211; HOISTWAY ENCLOSURES <br \/> SECTION 3003 &#8211; EMERGENCY OPERATIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>504<b><\/td>\n<td>SECTION 3004 &#8211; HOISTWAY VENTING <br \/> SECTION 3005 &#8211; CONVEYING SYSTEMS AND LIFTS  <\/td>\n<\/tr>\n<tr>\n<td><b>505<b><\/td>\n<td>SECTION 3006 &#8211; MACHINE ROOMS AND MACHINERY SPACES  <\/td>\n<\/tr>\n<tr>\n<td><b>507<b><\/td>\n<td>CHAPTER 31 &#8211; SPECIAL CONSTRUCTION <br \/> SECTION 3101 &#8211; GENERAL <br \/> SECTION 3102 &#8211; MEMBRANE STRUCTURES  <\/td>\n<\/tr>\n<tr>\n<td><b>508<b><\/td>\n<td>SECTION 3103 &#8211; TEMPORARY STRUCTURES <br \/> SECTION 3104 &#8211; PEDESTRIAN WALKWAYS AND TUNNELS  <\/td>\n<\/tr>\n<tr>\n<td><b>509<b><\/td>\n<td>SECTION 3105 &#8211; AWNINGS AND CANOPIES  <\/td>\n<\/tr>\n<tr>\n<td><b>510<b><\/td>\n<td>SECTION 3106 &#8211; MARQUEES <br \/> SECTION 3107 &#8211; SIGNS <br \/> SECTION 3108 &#8211; RADIO AND TELEVISION TOWERS <br \/> SECTION 3109 &#8211; SWIMMING POOL ENCLOSURES AND SAFETY DEVICES  <\/td>\n<\/tr>\n<tr>\n<td><b>515<b><\/td>\n<td>CHAPTER 32 &#8211; ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY <br \/> SECTION 3201 &#8211; GENERAL <br \/> SECTION 3202 &#8211; ENCROACHMENTS  <\/td>\n<\/tr>\n<tr>\n<td><b>517<b><\/td>\n<td>CHAPTER 33 &#8211; SAFEGUARDS DURING CONSTRUCTION <br \/> SECTION 3301 &#8211; GENERAL <br \/> SECTION 3302 &#8211; CONSTRUCTION SAFEGUARDS <br \/> SECTION 3303 &#8211; DEMOLITION <br \/> SECTION 3304 &#8211; SITE WORK <br \/> SECTION 3305 &#8211; SANITARY <br \/> SECTION 3306 &#8211; PROTECTION OF PEDESTRIANS  <\/td>\n<\/tr>\n<tr>\n<td><b>518<b><\/td>\n<td>TABLE 3306.1 &#8211; PROTECTION OF PEDESTRIANS  <\/td>\n<\/tr>\n<tr>\n<td><b>519<b><\/td>\n<td>SECTION 3307 &#8211; PROTECTION OF ADJOINING PROPERTY <br \/> SECTION 3308 &#8211; TEMPORARY USE OF STREETS\u201a ALLEYS AND PUBLIC PROPERTY <br \/> SECTION 3309 &#8211; FIRE EXTINGUISHERS <br \/> SECTION 3310 &#8211; EXITS <br \/> SECTION 3311 &#8211; STANDPIPES  <\/td>\n<\/tr>\n<tr>\n<td><b>520<b><\/td>\n<td>SECTION 3312 &#8211; AUTOMATIC SPRINKLER S  <\/td>\n<\/tr>\n<tr>\n<td><b>521<b><\/td>\n<td>CHAPTER 34 &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>523<b><\/td>\n<td>CHAPTER 35 &#8211; REFERENCED STANDARDS <br \/> AA <br \/> AAMA <br \/> ACI  <\/td>\n<\/tr>\n<tr>\n<td><b>524<b><\/td>\n<td>AF&amp;PA <br \/> AHA <br \/> AISC <br \/> AISI  <\/td>\n<\/tr>\n<tr>\n<td><b>525<b><\/td>\n<td>AITC <br \/> ALI <br \/> ANSI  <\/td>\n<\/tr>\n<tr>\n<td><b>526<b><\/td>\n<td>APA <br \/> APSP <br \/> ASAE  <\/td>\n<\/tr>\n<tr>\n<td><b>527<b><\/td>\n<td>ASCE <br \/> ASME <br \/> ASTM  <\/td>\n<\/tr>\n<tr>\n<td><b>533<b><\/td>\n<td>AWCI  <\/td>\n<\/tr>\n<tr>\n<td><b>534<b><\/td>\n<td>AWPA <br \/> AWS <br \/> BHMA <br \/> CGSB <br \/> CPSC  <\/td>\n<\/tr>\n<tr>\n<td><b>535<b><\/td>\n<td>CSA <br \/> CSSB <br \/> DASMA <br \/> DOC  <\/td>\n<\/tr>\n<tr>\n<td><b>536<b><\/td>\n<td>DOL <br \/> DOTn <br \/> FEMA <br \/> FM <br \/> GA  <\/td>\n<\/tr>\n<tr>\n<td><b>537<b><\/td>\n<td>HPVA <br \/> ICC <br \/> ISO  <\/td>\n<\/tr>\n<tr>\n<td><b>538<b><\/td>\n<td>NAAMM <br \/> NCMA <br \/> NFPA  <\/td>\n<\/tr>\n<tr>\n<td><b>539<b><\/td>\n<td>PCI <br \/> PTI <br \/> RMI  <\/td>\n<\/tr>\n<tr>\n<td><b>540<b><\/td>\n<td>SJI <br \/> SPRI <br \/> TIA <br \/> TMS <br \/> TPI  <\/td>\n<\/tr>\n<tr>\n<td><b>541<b><\/td>\n<td>UL <br \/> ULC  <\/td>\n<\/tr>\n<tr>\n<td><b>542<b><\/td>\n<td>USC <br \/> WDMA <br \/> WRI  <\/td>\n<\/tr>\n<tr>\n<td><b>543<b><\/td>\n<td>APPENDIX A &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>545<b><\/td>\n<td>APPENDIX B &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>547<b><\/td>\n<td>APPENDIX C &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>549<b><\/td>\n<td>APPENDIX D &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>551<b><\/td>\n<td>APPENDIX E &#8211; SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <br \/> SECTION E101 &#8211; GENERAL <br \/> SECTION E102 &#8211; DEFINITIONS <br \/> SECTION E103 &#8211; ACCESSIBLE ROUTE <br \/> SECTION E104 &#8211; SPECIAL OCCUPANCIES <br \/> SECTION E105 &#8211; OTHER FEATURES AND FACILITIES  <\/td>\n<\/tr>\n<tr>\n<td><b>552<b><\/td>\n<td>TABLE E104.3.1 &#8211; DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <br \/> SECTION E106 &#8211; TELEPHONES  <\/td>\n<\/tr>\n<tr>\n<td><b>553<b><\/td>\n<td>TABLE E106.2 &#8211; WHEELCHAIR-ACCESSIBLE TELEPHONES <br \/> SECTION E107 &#8211; SIGNAGE <br \/> SECTION E108 &#8211; BUS STOPS  <\/td>\n<\/tr>\n<tr>\n<td><b>554<b><\/td>\n<td>SECTION E109 &#8211; TRANSPORTATION FACILITIES AND STATIONS <br \/> SECTION E110 &#8211; AIRPORTS  <\/td>\n<\/tr>\n<tr>\n<td><b>555<b><\/td>\n<td>SECTION E111 &#8211; REFERENCED STANDARDS  <\/td>\n<\/tr>\n<tr>\n<td><b>557<b><\/td>\n<td>APPENDIX F &#8211; RODENT PROOFING <br \/> SECTION F101 &#8211; GENERAL  <\/td>\n<\/tr>\n<tr>\n<td><b>559<b><\/td>\n<td>APPENDIX G &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>561<b><\/td>\n<td>APPENDIX H &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>563<b><\/td>\n<td>APPENDIX I &#8211; PATIO COVERS <br \/> SECTION I101 &#8211; GENERAL <br \/> SECTION I102 &#8211; DEFINITIONS <br \/> SECTION I103 &#8211; EXTERIOR OPENINGS <br \/> SECTION I104 &#8211; STRUCTURAL PROVISIONS  <\/td>\n<\/tr>\n<tr>\n<td><b>565<b><\/td>\n<td>APPENDIX J &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>567<b><\/td>\n<td>APPENDIX K &#8211; RESERVED  <\/td>\n<\/tr>\n<tr>\n<td><b>569<b><\/td>\n<td>APPENDIX L &#8211; ASSISTIVE LISTENING SYSTEMS PERFORMANCE STANDARDS <br \/> SECTION L101 &#8211; GENERAL <br \/> SECTION L102 &#8211; INDUCTION LOOP SYSTEM <br \/> SECTION L103 &#8211; INFRARED SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>570<b><\/td>\n<td>SECTION L104 &#8211; FM SYSTEM  <\/td>\n<\/tr>\n<tr>\n<td><b>571<b><\/td>\n<td>APPENDIX S &#8211; NEW YORK STATE AGENCIES WITH CONSTRUCTION REGULATIONS OR CONSTRUCTION AUTHORITY  <\/td>\n<\/tr>\n<tr>\n<td><b>595<b><\/td>\n<td>INDEX  <\/td>\n<\/tr>\n<tr>\n<td><b>620<b><\/td>\n<td>HELPFUL LINKS:  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Building Code of New York State<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/ny\/\"><b>NY<\/b><\/a><\/td>\n<td>2010<\/td>\n<td>620<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":28063,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2744],"product_tag":[],"class_list":{"0":"post-28062","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\/28062","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\/28063"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=28062"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=28062"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=28062"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}